HomeMy WebLinkAboutENGINEERING PACKAGE CERTIFICATE FORMTJ Truss Corp.
Travis J. White Tony Little
vice President Assistant Manager
Engineering Package Certification Form
Contractor/Builder............: OWNER BUILDER
Project Name ..................: ANDERSON ADDITION T
Model (if applicable).........: Job #
City/County of Jurisdiction...: SAINT LUCIE 52285
. occupancy Type ................: SINGLE FAMILY
Roof / Floor Truss Company....: TJ TRUSS CORP.
Truss Company Address.........: 2900 Industrial 33rd, Fort Pierce, FL, 34946
Truss Company Contact Info....: Phone (772) 466-3388 Fax (772) 466-9329
Engineering Software Supplier.: ALPINE ENGINEERED PRODUCTS, INC.
Engineering Software Version..: V.I.E.W. Version 7.20.0918.20
Statement:
I certify that the engineering for the
trusses listed on the attached index
sheet has been designed and checked for
compliance with the Florida Building
Code 2004. The truss system has been
designed to provide adequate resistance
to wind loads and forces as required by
the following provisions:
Design Criteria: ASCE 7-02 140 MPH
TcL T 7
.." 7
Loading (PSF): 20 7 10 5 42 1.25 Dur. Fac.
Mean Roof Height: AUTO Feet
Engineer: Julius Lee
1455 SW 4th Avenue, Delray Beach, FL 33444-2161
Attached is an index sheet submitted in accord-
ance with the Department of Professional Engin-
eering, Tallahassee, FL. Engineering sheets are
photocopies of the original design and approved
by me.
As witness by my seal, I hereby certify that the
above information is true and correct to the best �� . UCENS re
of my knowledge and belief. N0.3
Name .............. Julius Lee, P.E. JAN 2006 =
Certification #..: 34869
Z'f=^: 5 E OF A:
$ Ak,(
E; ' f` TJ Truss Corp. PAGE 1 l
Engineering Package Index Sheet
-Job Number . 52285 This index sheet lists, in numerical order, the
Builder Name : OWNER BUILDER drawings as they appear within this bound pkg.
Project Name : ANDERSON ADDITION As per Florida Law (copy included), the seal on
Model the last page of this index is used in lieu of
Job Location SAINT LUCIE signing and sealing each individual sheet.
Pg #
I Page I.D.
Dwg Date
gty
Base Span
Pitch
Seq. #
Notes
1.
Cover Sheet
Non. A
,�`�•�� ..........
2.
Cert. Form
Non. App.
3,
Bklet Index
Non. App.
4.
Shipper Pkg.
Non. App.
5.
Shipper Pkg.
Non. App.
6.
Shipper Pkg.
Non. App.
7.
Shipper Pkg.
Non. A
8.
Shipper Pkg.
Non. App.
9.
Shipper Pkg.
Non. App.
10.
Shipper Pkg.
Non. App.
11.
Support List
Non. App.
12.
Al
01/18/2006
3
27'
3.00/12
16312
13.
A2
01/18/2006
1
27'
3.00/12
26992
14.
A3
01/18/2006
1
27'
3.00/12
27003
15.
A4
01/18/2006
1
27'
3.00/12
16318
16.
ASG
01/18/2006
1
27,
3.00/12
27054
17.
EJ7
01/18/2006
8
71
3.00/12
26793
18.
HJ7
01/18/2006
1
91101,13
2.12 /12
27027
•19.
HJ7A
01/18/2006
1
91101113
2.12 /12
27032
20.
CJ5
01/18/2006
2
5'
3.00/12
26852
21.
CJ5A
01/18/2006
2
5'
3.00/12
8365
-22.
CJ3
01/18/2006
2
3'
3.00/12
26847
23.
CJ3A
01/18/2006
2
31
3.00/12
8357
24.
V24
01/18/2006
1
23110"
3.00/12
26895
25.
V16
01/18/2006
1
15,10e
3.00/12
26889
26.
VB
01/18/2006
1
71101,
3.00/12
26885
27.
Layout
Non. A p.
LICE • �i
No. y ••
• JAN 2006
5 TE OF
��'•sa`s;ONALE���``�
VALLEY
TOP CHORD 2X4 SP y2 OR SPF #1/#Z OR BETTER.
BOT CHORD 2X3(•) OR 2X4 SP 02N OR SPF #1/$2 OR BETTER.
WEBS 2X4 SP #3 OR BETTER.
2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE).
ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH:
24" STRAP (6) 10d s 1.5" NAILS FOR MWFS, ASCE 7-02
146 MPH WIND SPEED, 30' MEAN ROOF HEIGHT
CUT FROM 2X6 ORI I
LARGER AS REQ'D t'
4-0-0 MAX
12
12 MAX.
W2X4 W2X4 W2X4
�8-0-0 MAX
.4pr-
12
12 MAX.
6-0-0
PITCHED CUT
BOTTOM CHORD
VALLEY
,4
20-0-0 MAX (++)
SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING.
ALPINE
AfPINE ENGINEERED PROO A, WC.
POMPANO BEACH, FLORIDAIO
TRUSS DETAIL
UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 '"1' BRACE, 80% 2`
LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED "
WITH 8d BOX (0.113' X 2.5") NABS AT 6" OC, OR CONTINUOUS LATERAL BRACING, ..'
EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9".
MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0".
TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH:
PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS
INSTALLATION
OR
PURLINS AT 24" OC OR AS OTHERWISE SPECIFIED ON ENGINEERS' SEALED DESIGN
OR
BY VALLEY TRUSSES USED IN LIEU OF PURLIN SPACING AS SPECIFIED ON
ENGINEERS' SEALED DESIGN.
••* NOTE THAT THE PURLIN SPACING FOR BRACING THE TOP CHORD OF THE TRUSS
BENEATH THE VALLEY IS MEASURED ALONG THE SLOPE OF THE TOP CHORD.
++ LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES
NOT EXCEED 12'0".
BOTTOM CHORD MAY BE SQUARE OR 'PITCHED CUT AS SHOWN.
VALLEY
SPACING
24" O/C p
SQUARE CUT
BOTTOM CHORD
VALLEY
24" 0/C, 24" STRAP
(6)-10d s 1.5" NAB.
EACH END
W2X4
OPTIONAL STUB
END DETAIL
W4X4
-�lf
OPTIONAL HIP
JOINT DETAIL
PARTIAL FRAMING
AT
AT 224" OC PLAN
THIS DRAWING REPLACES DRAWING A105
% TIC LL 20
20
PSF
REF VALLEY DETAIL
P.A TC DL 15
6—
7
PSF
DATE OCT./18/2005
* C DL 10
5
PSF
DRWG
-ENG MLH/KAR
C LG 10
10
PSF
42
OT. LD. 55
PSF
1.261.15
�` DURYAC. 1.25
TOP CHORD 2X4 y�2 OR BETTER
HOT CHORD 2X4 p2 OR BETTER
WEBS 2X4 3 OR BETTER
PIGGYBACK DETAIL
REFER TO SEALED DESIGN FOR DASHED PLATES.
SPACE PIGGYBACK VERTICALS AT 4' OC MAX.
TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED 90 THAT ONE SPLICE
IS NOT DIRECTLY OVER ANOTHER.
PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO
TRUSS TOP CHORD WITH 1.6X3 PLATE.
ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK
IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PUBLINS
MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS.
REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PUBLIN SPACING.
THIS DETAIL IS APPLICABLE FOR THE FOLE40WMG WIND CONDITIONS:
110 1@H WIND, 30' MEAN HGT. ASCE 7-02, CLOSED BLDG, ISO MPH WIND, 30' MEAN HOT, ASCE 7-02. CLOSED
LOCATED ANYWHERE IN ROOF, 1 MI FROM COAST BLDG. LOCATED ANYWHERE IN ROOF, CAT IL EXP. C.
CAT I. EXP C. WIND TC DL-5 PSF, WIND SC DL-5 PSF WIND TC DL=5 PSF, WIND BC DIr5 PSF
EN MPH WIND, 30' MEAN qGT. SEC 146 MPH WIND, 30' MEAN HGT. ASCE 7-02, CLOSED
ENCLOSED TC L-5 LOCATED ANYWHERE IN ROOF -
WIND TC DI.�6 PSF, WIND BC DL-5 PSF BLDG, LOCATED ANYWHERE IN ROOF, CAT H, BKP. C,
PRONE FACE PLATES MAY BE OFFSET FROM FACE WIND TC DL-5 PSF, WIND BC DL-5 PSF
ES PLATAS LONG AA s BOTH FACES ARE SPACED 4' OCO MAY- MAX 812E OF 2X12
p2 OR BETTER
A E E A E S
A E S E A E E
20' FLAT TOP CHORD MAX SPAN
I�
ALPINE
ALPINE ENGINEEAELI PROGU , INC.
PONPANO BEACH, FLORIOA
JOINT
TYPE
SPANS UP TO
30'
U.
38,
52.
A
2X4
2.5X4
2.6X4
3X5
B
4XB
5"
5X8
5X8
' C
1.5X3
LIX4
IAX4
I.5X4
D
SX4
5X5
5X5
6X8
E
4X6 OR 3X6 TRULOX AT 4' OC,
ROTATED VERTICALLY
ATTACH TRULOX PLATES WITH e) 0.120" X 1.375" NAUS. OR
EQUAL, PER FACE PER PLY. 4) NAILS IN EACH MEMBER TO
BE CONNECTED. REFER TO DRAWING 160 TL FOR TRUIOX
INFORMATION.
WEB BRACING CHART
WEB LENGTH
REQUIRED BRACING
0 'TO 7 B
NO BRACING
IX4 BRACE. SAME GRADE, SPECIES AS WEB
7'9" TO 10-
MEMBER, OR BETTER, AND 80% LENGTH OF WEB
MEMBER ATTACH WITH 8d NAILS AT 4" OC.
2X4 BRACE. SAME GRADE; SPECIES AS WEB
10' TO 14'
MEMBER, OR BETTER, AND Box LENGTH OF WEB
MEMBER. ATTACH WITH 18d NABS AT 4" OC.
t PIGGYBACK SPECIAL PLATE
ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF
FABRICATION. ATTACH TO SUPPORTING TRUSS WITH
9 0.120' X 1.376" NAILS PER FACE PER PLY. APPLY
PIGGYBACK SPECIAL, PLATE TO EACH TRUSS FACE AND
SPACE 4' OC OR LESS.
8 1/4-
G REPLACES DRAWINGS 634.016 034,017 & 847.045
MAX LOADING
REF PIGGYBACK
55 PSF AT
DATE OCT./18/2005
Z 1.25 DUN. FAC.
DRWG
50 PSF AT
—ENG
1.25 DUR. FAC.
42 PSF AT
1.25 DUR. FAC.
SPACING 24.0"
STEPDOWN CORNER SET
TOP CHORD 2X4 SO. PINE 2 N. SEE TABLE BELOW FOR HIPJACK GRADE
BOT CHORD 2X4 SO. PINE 2 N
WEBS 2X4 SO. PINE 3
HIPJACK TOP CHORD
LUMBER GRADE
MAX NORMAL
OVERHANG
LENGTH***
MAX HDPJACK
OVERHANG
LENGTH••*
SOFFIT WEIGHT
2 PSF
10 PSF
1-06-00
2-01-07
2 N
2 N
1-09-00
2-05-11
2
2 DENSE QR All N
2-00-00
t 2-09-15
1 #1
#2 DENSE
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
UPLIFT: 350# 200#
BRIG LOC: + ++
UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. .WIND
SPEED=130 MPH. MEAN HGT=17.5 (30.0) FT. ENCLOSED. (ASCE 7-02)
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
UPLIFT: 580# 430#
BRG LOC: + ++
UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND
SPEED=146 MPH. MEAN HGT=22.6 FT. ENCLOSED. (ASCE 7-02)
J1
J3
J7 rr
rr
3,00 12 r
eo0�
•2x4
++ • • •
i i�- —I -
I 1 1� g• I �' I
R-510#. W-3.50-
END AND CORNER JACKS
ALPINE
ALPINE ENGINEERED PRODUCTS, INC.
PMtPANO BEACH, FLORM
m
2' TYP
7'
5'
3'
1'
HIP TRUSS
3 5 7
TRUSS
r
s
+++ OPTIONAL VERTICAL WEB. USE W1.5X4 AT
BOTTOM OF VERTICAL. USE W3X4 AT TOP
OF VERTICAL AND DIAGONAL WEB.
• (3) 16d TOENAILS
** 24" STRAP (6).10d x 1.5" NAIL EACH END
r• —36" STRAP (10).10d x 1.5" NAIL EACH END
ma 12 4
I
v2x5 I i 113X1
rrr
I I I
••• 9-10-1 OVER 2 SUPPORTS
R.7201. T-310-
lm1M 11E
ilE BUIL➢II6
LL
20 MAX PSF
DL
15 MAX PSF
DL
10 MAX PSF
LL
10 MAX PSF
. LD.
55 MAX PSF
!. FAC. 1.25
CING
SEE ABOVE
THIS DRAWING REPLACES
DRAWING RC11705D29
REF 7' STBK CS
ASCE 7-02: 130 / 140 MPH WIND 'SPEED, 30' MEAN HEIGHT, ENCLOSED, 'I = 1.00, EXPOSURE C
2X4 BRACE
GABLE VERHCAI,
SPACINGrORADE
NO
BRACES
(1) IX4 'L• BRACE •
(1) 2E4 'L" BRACE •
(2) 2E4 'L• BRACE «
(1) 20 t• BRACE •
(2) 2XW 7.• IT= »
GROUP A
GROUP B
GROUP A
GROUP B
GROUP A
CROUP B
GROUP A
GROUP B
GROUP A
GROUP B
1 2
3' 2'
5' 8
6 8
6' (F
a 9'
7' 10"
B' 0'
1a 3'
10' 7•
12. 3•
12, 7"
0
9
3 1'
4' b'
4 6'
b' IO"
5' 10
T l0'
T 10'
9 1
9 l
l2 3
12 3
z
SfUD3'
1'
4 6
4 b"
6 10'
5' 10•
7 10"
7'10•
91'
9'1•
12'3'
12'3'
STANDARD
2. 11
3' 9-
3' 8
5' 0-
b0
a 9'
8 9°
7'10"
7 10
10'7
30 7
1
3 6
6' 6"
6 Il
8' 8'
7 0'
7' 10°
8' 5
30' 9"
11 I"
12 3"
13 2'
2
3 6'
6' B'
5' Ill-6'
8
7 0'
7' 10'
B' b'
10' 3'
11 1"
12'-3"
13' 2
a
3
3 3'
_5
4 6'
4. 6
8' 0'
8' 0'
7 10
e I
9 4
9 4'
12, 3'
12 8'
DFL
'3'
a e
4 8'
Will
6' 11'
T 10"
S. 0'
9' 9'
9 9`
12' 3'
12' 6
STANDARD
3 0•
3' 10
3. 10'
6 I'
6 1
8 I1"
6' ill
8 0'
B 0
IT 10'
10 10'
L-r
SPF
I 2
3' B•
6' 4'
6' e.
7 6"
7' 8'
6' 11'
9 2'
11 9
12 1
14 ' 0
14 0
F
U
3
3' 7
5' 6'
6' 5'
7 2
7' 2'
e' 11'
a it"
I1' 2
11' 2
14' 0'
14' 0'
r4
HF
STUD
3' 7
5. 5"
S 5
7 2
7' 2
B 11
B Il
1I' 1
ll' 1"
14. 0
14' 0'
Q
STANDARD
31 7.
4' 8•
4 8'
6' 2
6 2"
8' 3"
a 3'
e' 7'
9. 7•
12' Ill
12' Il-
1
4. 0•
a 4'
a 30'
7 6
B 1
B' I1•
9' 7•
11' 9•
12 8'
I4' 0'
14' O
^
SP
2
3 11•
e' 4•
e' 10'
7' B
8' 1"
8' Il
9 7
11 B
12 B
14 0"
14. 0-
W
(Q
3
3 8'
6' 7
6' 7"
7' 4'
7' 4'
B' 11"
9' 5'
I1 6"
11 6
14' 0•
14 ' 0'
a
DFL
STUD
3' 9'
b 6
5' 6"
7' 3'
7 3°
8 Ill9'
5'
11-4-
11' 4•
14' 0'
14 0'
SPF
STANDARD
1 2
3' 8
4' 0
4 8'
o, 11'
4' B
7 2
8' 3•
8 3
8' 3"
B N'
8' 6'
N' 10•
8 5'
10, I
9'9•
12 11
9' 9•
13' 4'
13' S"
14' 0'
13' 3"
14' 0'
3
3 11'
8 3
0' 3•
8' 3'
B' 3
9 10
9' 10'
12 I1
12I1°
14 0
14 0"
HF
STUD
9 1l'
8 3'
8 3
8' 3'
8'3
9' 10'
9' 10'
12 10
1E' 00•
14' 0'
14. 0"
Q -
STANDARD
3 I1'
5'. 4'
6' 4'
T 1'
7 1"
9' 8'
8' 6'
ll' 1"
11' 1"
14 0
14' 0'
7
12 11
19' 11"
14' 0•
14' 0•
^
SP
#2
.4' 4'
8' 11"
7 6'
8 3•
7F 11'
9' 00'
10 7'
12 11
13' 11
14' 0'
14' 0-
'
C\2
#3
4' 2'
e' S'
e' 6
e' 3
a' 6-
9' 30-
10 4'
1 I1
l3' 3•
14. 0"
14' 0"
.-4
DFL
STUD
4 r
6 4
6 4"
8' 9'
B' 5"
9' 10•
10' 4'
12 ll
13' 1'
14' O"
14' 0"
7' 3'
9 9
9' 9' 1
11' 4'
11' 4"
14' 0'
14' 0'
D=XAL NBACE OPTION:
VF70mAL LENGTH MAY BE
DOUBLED ■BEN DAGONAL
BRACE OR USED. CONNECT
DIAGONAL BRACE FOR MCI
AT RACK END. HAT WEB
TOTAL LENGTH 19 14'.
V@LICLL, LENGTH BOOM
IN TABLE AEOVE.
CONNECT DIAGONAL AT
WDPODNT OF VERTmAL WEB.
=4 SP OR
OP-L /2 08
KITTEN DMCONAL
BRACE: SINGLE
OR DOUBLE
CUR (AS SHOTN)
AT UPPER END
REFER TO CHART ABOVE FOR Y4UVA$)Si`8}.9h{GAL. LENGTH.
BRACING GROUP SPECIES AND GRADES:
GROUP A:
tO7N]CE-PGE-PDt HKII-Pm
1 E
STANDARD
i
im11)
SIVD
9TANDA�
DOUGW FIR -LARCH SOUTHERN PING
3 Him
stub
3GNOARO 9TANDAIE
GROUP B:
tEfl-PLR
1A NRR
I=,, DOUGLAS PE -LARCH
,,SOUTHERN
z
GABLE TRUSS DETAD, NOTES:
HIVE LG.UI DEFLECTION CRITETA E I/=.
PROVIDE UPLaT CONNECTIONS FOR IN Fr am
CONTINUOUS MWZG (5 PSP R OEAD TOAD).
GABLE F]m SUPPORTS IDAU FROM 4' 0'
OUTLOMELS I='X 0' OVERHANG. OR 12'
PLYWOOD OVERIINNO.
ATTAGL EACR W BRACE WTIM 10d NAILS.
FOR (1) 'L• BRACE: SPACE NAGS AT 2' O.C.
IN 18' ZRO TONES AND 4. O.0 BETWEEN ZONES.
W* PUR (2) 'L' GRAM SPACE MARS AT T O.C.
IN 16' END ZONES AND E' O.C. BETWEEN ZONES.
'L' BRACING MUST BE A NIKO M OF 80% or WEB
11 CABLE VERTICAL PLATE STQS
V®RICAL LENGTH
NO sPDCE
IA39 THAN 4 0
in OR EAS
GREATER THAN 4 W.-BUr
LESS THIN 1116,
214
GEATPR TRAM it, S'
2bE4
+ REFER TO COMMON TRIM DESIGN TOR
PEAR, SPLICE, AND HEEL PLATES
r - -c All _10-
WARNpNGo 1RUsgS EEgILNE EMHDE WC M fA9RIGTIND. HANgO1G, s)4PP1)1G. INSTpl1FG AND
aRACpD gFat m 1� < aW W0.TRm NG T
OUgT -'U • '
MAX LOADING
REF ASC67-98-GAB13030
I 10 M. W E M. NA , W I..0, S
6 L'rICW' ICWW Og N. HADINL VI M.M�SWETT vRn'c = vam TD seTrUm R'.� Q,ON G •f.A.
NEW N TINM
55 PSF AT
DATE OCT./18/2005
.pLCSS OrNE = NGI =, TT CIC;TO SHNI IIAVC Pfm^EPLY ArrAOCR =
FNCRRAL PANED AND UUTON GGRD 91A1H. mw A PeOPUSY 4TTKKD Sm1D gnING
- 1.25 OUR. FAC.
ALPINE
•DP NfT-- EII.WOSN CE)' OF rNE g m INSTAL 71EN LTNTRACTp1. ALPpIC CAGIHECISO ' DEBAY Fyl
PPDWCTs, DC AMLI NOT m fEIPDT lau TON ANY IEVNTIO FRDN THIS gray AN FAO pS m x
NOD THE TRIES ON @ffpAVtRE VIM TPD OR FA AIOG. Ndm.UG SNpPDG. •
—
SD PSF AT
DRWG
-ENG
IXITALLDG L A
ERACpG 6 TRIGgT, gS'UAN LTDWpdG VITN APPLICATI P(AVIIUM M NDS DMimNAL gS11 SPEY' ' A7
1.25 DUR. FAC.
ALPINE ENGINEERED PRDOIICTS, LYG
POAWANOBEALH. wmm
F AFIPA) AND 1PL LLPDE meEETm PUiEY ARC NAg Q E0718AAG4 cvwsro fS1N ALSO GEADI! OF
IG/60 (VJ411A GN.V. STCII. AP0.7 PLATES m IxN FmE p' TRD55 Nm, ,Plfss OTMRVISE IAATG
NN THIS IESIpL PRITOR PER pUVPGi MW-Z Axr D6PD:Tm1 6 PLATES fTLIWm LY m SWYL[/a(` `
FIE PFR AHlE1L A3 IN TP[ t-tWP SEC i L EFAL p1 1NIs IRAVOG iNBHAIEs ACCLPTANg OF ",LAY T(,1fy
PROMS AL EATm4iImG REwpA)RLIT7 I y RF THE 1RILSS fJ➢PpmG DESRN SIpVN TIE / V
NRA013rr AHD Ug OF THIs rA%i W1R m ANT MAXI G Is TIE RESPR6null 611E HInwAG �{ W �`
aaamL PER AHsHTP/ I mc. z O1. iDP _ ���
_ 42 PSF AT
1.25 OUR. FAC.
MAX. SPACING 24.0"
}
TYPICAL ATTIC TRUSS BRACING
+2x6 (3).1Od
TYPICAL ALTERNATE BRACING DETAIL
FOR EXTERIOR FLAT GIRDER TRUSS
12
4 12d PIIUHC7
� TRUSS 247 o.c.
4 12d
UPLIFT CONNECTION- 2x6 O.C.SP
SEE ROOF
� TRUSS YTSMPSON
24•,,EX IOR FLAT H5
OR�DER HANGER SCHEDULE
SYMBOL
MODEL
FLOOR
(LOO)
ROOF
(1.25)
UPLIFT
G33)
HUS26
2%5
3325
IEB
All,
IHGUS26-21
3940
4930
2325
INGUS26-31
3940
4930
2325
HUS28
3380
3585
2000
HGUS28
5640
597O
32M
HGUS28-2
6805
7925
3220
HGUS28-3
6805
7925
3220
HHUS46
MO
3225
1395
.GABLE END TRUSS DETAIL
2x4 24"
BACK 3
NBCxO2 BC Bn= ON CABLE iBlis9. WI P0OIANW BNAOBIC MMO S BY ARCB XM W BUaMM OS9ONLN
TYPICAL WALL GIRDER VERTICAL WEB
BRACING DETAIL
rA—A
MIN 3x4 TYP. 4"O/C
6x6
ONE WEB
ON WALL ON
E.
x
6x �?
T.C. MATCH x
FRONT ROOF
PROFILE
�A—A GIRDER
SEE ROOF TRUSSE
FOR UPLIFT ROOF 24" 0/C
PLYWOOD
8d 4"0/C
+2x4 LEDGER 12d 4"0/C
TRUSSES 24" 0/C A —A
I:
STRONG BACK DETAIL
-SYSTEM-42 OR FLAT TRUSS
ALTERNATE DETAIL FOR
STRONG BACK WITH VERTICAL
NOT LINING UP
lib 11
Mikli.
\ 4xrs oz zil.
10--0- 0/c ILAX �Od
TO BEARING
Lw
f/-,,ITJE OF
-------------------------------------------------------------------------------
SUPPORT
REPORT
JOB DESCRIPTION: 52285
WIND CODE: ASCE
7-02
WIND
MPH: 140 BLDG TYPE:
VARIES
-----------------------------------------------------------------------
TRUSS
TRUSS
SUPPORT
SUPPORT
BEARING
BEARING
REACT.
REACT. MAX WIND
DESC
SPAN-ft
SIZE -in.
TYPE
XLOC-ft.
YLOC-ft.
MAX.+#
MAX.-# UPLFT.-#
Al
27.000
9.250
WALL
0.000
8.000
875
-348
Al
27.000
9.250
WALL
20.229
8.000
1643
-704
-------
A2
-------------------------------------------------------------------
27.000
9.250
WALL
0.000
8.000
875
-352
A2
27.000
9.250
WALL
20.229
8.000
1643
-712
-------------------------------------------------------------------------------
A3
27.000
9.250
WALL
0.000
8.000
875
-369
A3
27.000
9.250
WALL
20.229
8.000
1643
-745
-------------------------------------------------------------------------------
A4
27.000
9.250
WALL
0.000
8.000
863
-381
' A4
27.000
9.250
WALL
20.229
8.000
1655
-780
-------------------------------------------------------------------------------
A5G
27.000
9.250
WALL
0.000
8.000
1629
-615
A5G
27.000
9.250
WALL
20.229
8.000
3067
-1157
-------------------------------------------------------------------------------
EJ7,
7.000
9.250
WALL
0.000
8.000
441
-215
EJ7
7.000
1.500
NAILED
7.000
8.000
284
-180
EJ7
7.000
1.500
NAILED
7.000
9.780
163
-180
-------------------------------------------------------------------------------
HJ7
9.899
13.081
WALL
0.000
8.000
435
-182
HJ7
9.899
1.500
NAILED
9.899
9.764
230
-180
HJ7
9.899
1.500
NAILED
9.899
8.000
416
-180
•-------------------------------------------------------------------------------
HJ7A
9.899
5.657
WALL
0.000
8.000
395
-273
HJ7A
9.899
13.081
WALL
8.485
8.000
451
-180
HJ7A
9.899
1.500
NAILED
9.899
8.000
0
-180
HJ7A
9.899
1.500
NAILED
9.901
9.766
235
-258
--=----------------------------------------------------------------------------
CJ5
5.000
9.250
WALL
0.000
8.000
367
-200
CJ5
5.000
1.500
NAILED
5.000
8.000
272
-180
CJ5
5.000
1.500
NAILED
5.000
9.280
107
-180
-------------------------------------------------------------------------------
CJSA
5.000
1.500
NAILED
-2.125
7.521
270
-180
CJSA
5.000
1.500
NAILED
2.246
8.292
313
-180
CJSA
5.000
1.500
NAILED
5.000
9.281
98
-180
CJSA
5.000
1.500
NAILED
5.000
8.000
258
-180
-------------------------------------------------------------------------------
CJ3
3.000
9.250
WALL
0.000
8.000
354
-197
CJ3
3.000
1.500
NAILED
3.000
8.000
258
-180
CJ3
3.000
1.500
NAILED
3.000
8.780
51
-180
------------------------------------------------------------------------------
CJ3A
3.000
1.500
NAILED
-2.125
7.521
262
-180
CJ3A
3.000
1.500
NAILED
2.245
8.292
312
-180
CJ3A
3.000
1.500
NAILED
3.000
8.781
55
-180
CJ3A
3.000
1.500
NAILED
3.000
8.000
237
-95 -180
-7 -----------------------------------------------------------------------------
V24
23.833
286.001
WALL
0.000
8.696
2003
-673
-------------------------------------------------------------------------------
V16
15.833
190.001
WALL
0.000
9.696
1327
-421
-------------------------------------------------------------------------------
V8
-------------------------------------------------------------------------------
7.833
94.000
WALL
0.000
10.696
652
-180
Tap chord 2x4 SP#2
1
"
Bot chord 2x4 SP #2
Webs 2x4 SP #2:W1,
INS 2x4 SP #3:
LOAD CONTINUOUS LOADS
CASE SIDE L-PLF
R-PLF
START
END
1 T 54.4
54.4
-2.0
13.5
1 T 54.4
54.4
13.5
29.0
1 T 4.1
4.1
-2.0
0.0
1 T 4.1
4.1
27.0
29.0
1 B 30.0
30.0
0.0
27.0
Deflection meets L/360 live and U240 total load
4DDITION / Al " THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
MAXIMUM FORCES
Endpts Tens Comp Endpts Tens Comp ' Endpts Tens Comp Endpts Tens' Comp 1
0- 1 70 0 4- 9 748 1988 2- 4 733 2002 8-11 425 823 "
12-17 434 827 18-20 1424 1714 20-22 30 0 5- 6 1899 669
LOAD CONC. LOADS 6- 15 1886 668 3- 5 1900 673 14-19 1687 1302 19-21 1746 1350
CASE SIDE MAG X-LOC 7- 6 305 29 7-13 541 1162 10-13 374 165 13-16 2051 1478 -
16-19 937 1397 "
140 mph wind, 15.00 it mean hgt. ASCE 7-02, CLOSED bldg. not located within 4.50 6 from roof edge, CAT II, EXP B. wind TC 1
DL=4.2 psf, wind BC DL=3.0 psf.
(A) Continuous lateral bracing equally spaced on member. Or 1X4 "r brace. 80% length ofweb member. Same species 8 grade
or better, attached with 8d Box or Gun (0.113"x2S",m1n)naOs (a3 6" OC.
Truss checked for 250# movable concentrated load along Bottom Chord, noncancument with design gravity loads.
13'6' 2T
6'4"10 136' 1316, 207'6 136" 2T
6.4.10 7'1"6 N0 T7"6 6.4.10
-u LJ"-L'J •emu
2X3 21' 7X8 2X3 F 6
6'4"10 13'6' 207"6 27'
6'4"10 7'1'6 27, 7'1'6 64"10
r-- 2 1
Rv--875# U=348# W=9"4
SEAT PLATE REQUIRED
Rv=1643# U=7049 W=9"4
SEAT PLATE REQUIRED
�-2
LEFT RAKE = 2'0"12 RIGHT RAKE = 2'0"12
LEFT JIG = 13'11"15 RIGHT JIG = 13'11"15
DESC.= Al SEQ = 16312
PLT. TYP:WAVE FBCfP12002(STD)Cp/RT=1.00(1.25N5(0) QTY=3 TOTAL=3 REV. 7.24.1230.16 SCALE=0.2531
T TRUSS CORP.
ram"
*WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING
AND BRACING. REFER TO HIB91(HANDUNG INSTALLING AND BRACING), PUBLISHED BY TPI(TRUSS
PLATE INS 5.SIG D'ONOFRIO DR., SUITE 2M. MADISON. WI.53719) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE
PROPERLY_ATTACHED IMSTRUCTURAL PANELSAND BOTTOM CHORD SHALL HAVE A PROPERLYATTACHED RIGID
CEILING.ALPINE ENGINEERED PRODUCRTANT-NTS.INC. SALLL NOT BE RESPONSIBLEA COPY OF THIS DESIGN TOTHEINSTALLATION
ANY DEVIATION FROM THIS
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
HANDLING,SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE
PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FORESTAND
PAPER ASSOCIATION)ANDTPI. ALPINE CONNECTORS ARE MADE OF 2DGAASTM A653 GR40 GALV.STEEL
EXCEPT AS NOTED. APPLYONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON
THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160AZ THE SEAL ON THIS ORAWING INDICATES
ACCEPTANCE DESIGN SHOWNF THE SUITABILITY AND PROFESSIONAL NUSE OF THIS COMPONENT FOR ANY PARTICULAR BUIEERING RESPONSIBIUTY SOLELY FOR THE TRUSS LDING ENT
IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI?PI 1-1995 SECTION 2.
JUIIUS Lee P.E.
License # 34869
1455 SW 4th Avenue
Delray Beach, FL 33444-2161
TC LL 20.0 psf
TC DL 7.Opsf
BC DL 5.0psf
BC LL 10.Opsf
TOT.LD. 42.Opsf
REF
DATE 01-18-2006
DRWG
GRC
2900 Industrial 33rd
Fort Pierce, FL 214946
Phone: (772) 466-3388
Fax: (771)466-9329
CIA LEN. 27
DUR.FAC. 1.25
SPACING 24.0"
TYPE COMN
JOU: DGG80 UVVIMMM MUILUCK 7 ANUCKZ'UN AUUI I IUN ! AZ
Top chord 2x4 SP #2
,
Bol chord 2x4 SP #2
Webs 2x4 SP #3
LOAD CONTINUOUS LOADS
LOAD CONC.LOADS
CASE SIDE L-PLF
R-PLF
START
END CASE SIDE MAG X-LOC
1 T 54.4
54.4
-2.0
13.0
1 T 54.4
54.4
13.0
14.0
1 T 54.4
54.4
14.0
29.0
1 T 4.1
4.1
-2.0
0.0
1 T 4.1
4.1
27.0
29.0
1 B 30.0
30.0
0.0
27.0
Deflection meets L/360 live and U240 total load
T
to
1 s_,4
( -- 2 T
Rv--8759 U=353# W=9'4
SEAT PLATE REQUIRED
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAAA FROM TRUSS MFR'S LAYOUT
MAXIMUM FORCES )
Endpts Tens Comp Endpts Tens CompEndpts Tens Comp Endpts Tens Comp
0- 1 70 0 4- 7 758 2013 7- 9 426 815 2- 4 743 2026
10-17 422 743 15-19 435 812 19-21 1448 1724 21-23 30 0
5- 6 1923 679 6-11 1909 677 11-14 743 411 3- 5 1924 683
12-18 743 411 18-20 1697 1313 20-22 1757 1362 7- 6 316 39
7-11 583 1202 8-11 269 49 16-18 270 171 18-19 2071 1502 '
19-20 964 1423
140 mph wind, 15.00 It mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 It from mot edge, CAT II, EXP B, wind TIC
DL=4.2 psf, wind BC DL=3.0 psf.
(A) Continuous lateral bracing equally spaced on member. Or 1x4'T" brace. 80 % length of web member. Same species 8 grade
or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails Q 6" OC.
Truss checked for 250# movable concentrated load along Bottom Chord, nonconcunent with design gravity loads.
13' 14' 27'
6'4.10 13 IT 114' 207'6 13 27'
6'4'10 676 1' 6'7'6 64'10
4X6
axe 18
AYR
-6-
27'
6'4.10
Rv-1643# U=713# W=9'4 2
SEAT PLATE REQUIRED
Ltr 1 KANr = Z"U I RIGHT RAKE = 2'0"12
LEFT JIG = 13'512 RIGHT JIG = 13'5"12
DESC. = A2 SEQ = 26992
PLT. TYP: WAVE FBC7fP12002(STD) Cq/RT=1.00(1.25)15(0) QTY= 1 TOTAL= 1 REV. 7.24.1230.16 . SCALE=0.2531
TRUuJ CORP.
T
W
NWARNING• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING; SHIPPING, INSTALLING
AND BRACING. REFER TO HIB-91(HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS
PLATE INSTITUTE, 5e3 D'ONOFRIO DR, SURE 200, MADISON. WI.53719) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE
PROPERLYATFACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLYATTACHED RIGID
CEILING. -IMPDRTANT" FURNISH ACOPYOFTHIS DESIGN TO THE INSTALLATION CONTRACTOR.
ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
Julius Lee P.E.
License # 34869
TC LL 20.0 sf
p
TC DL 7.Opsf
BC DL 5.Opsf
REF
DATE 01-18-2006
DRWG
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
HANOUNG,SHIPPING,INSTAUINGANDBRACINGOFTRUWES. DESIGN CONFORMSWBHAPPUCABIE
PROVISIONS OFNDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BYTHEAMERICAN FORESTAND
PAPER ASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 2WAASTM ABS3 GR40 GALV. STEEL
EXCEPTAS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON
THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES
ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIMUTY SOLELY FOR THE MUSS COMPONENT
CESIGNSHOM. THE SUITABILITY AND USE OFTHIS COMPONENT FOR MY PARTICULAR BUILDING
IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI? P11-1995 SECTION
1455 SW 41h Avenue
Delray Beach, FL 33444-2161
BC LL 10.0psf
TOT.LD. 42.Opsf
GRC
2900 industrial 33rd
Fort Pierce, FL 34946
Phone: (772) 466-3388
Fax:(772)466-9329
O/A LEN. 27
DUR.FAC. 1.25
SPACING 240^
.
TYPE HIPS
I
Top chord 2a4 SP #2
-
Bu1 chord za4 SP #2
We% 4SIR #3
LOAD CONTINUOUS LOADS
CASE SIDE L-PLF R-PLF
START
LOAD CONC.LOADS
END CASE SIDE WAG X-LOC
1 T 34A
"A
-2.0
11.0
1 T 54.4
54.4
11.0
16.0
1 T 54.4
54.4
16.0
29.0
1 T 4.1
4.1
-2.0
-0.0
1 T 4.1
4.1
27.0
29.0
1 B 30.0
30.0
0.0
27.0
Truss checked for 250# movable concebated load along Bottom Chord, noncencurrent with design gravity loads
T
e
b
1 F14
' THIS DWG. PREPARED BY IMv
--------
En-
Tens Comp )
MAXIMUM FORCES
7e�00 Compp EndDts
Tens Comp '
Endpts
7 9
Tens Comp
521
1165
4
2- 4
730
30
1940
0
E0 pts
4. 7
7
15-19
730
487
1933
493
19.2t
t464
t7o7
21.23
3, g
Im
555
to-11 1101
s- s 1e43 sso 6.11
1932
549
11.14
623
4%27
1543 115
t&a-Al
t; 11 ass
12 a
132
11 1g
1741 5U3
16.16
n
1A
7776
18. 19 1795 1300 19-20
960
1417
140 mph wind, 15.001t mean hgl, ASCE
7-02, CLOSED bldg, not located within
4.50 it from
roof edge, CAT II, EXP B, wind TC
DL=4.2 psi, wind BC DL=3.0Ind.
Deflection meets L13601ive and U240 total load.
11' 1556' 27'
6'4"10 11 11' 16' 207"6 11 27'
6'4'10 47"6 S. 476 64"10
4X6
3 12
v
u u L9_"1J u u
2X3 21,4X8 H0308 5X6 2X3 6,�
6'4"10 11' 16' 207'6 2T
6'4'10 47"6 27, 47"6 64"10
r-- 2' 1
Rv=-875# U=370# W--9'4
SEAT PLATE REQUIRED
Rv-1643# U=745# W=9"4 2
SEAT PLATE REQUIRED
LEFT RAKE = 2'0"12 RIGHT RAKE = 2'0"12
LEFT JIG = 11'5"1 RIGHT JIG = 11'5"1
DESC.= A3 SEQ = 27003
PLT. TYP: WAVE F8CrrPl2002(STD) C41F+T-1.000251/50) QTY= 1 TOTAL= 1 REV. 7.24.1230.16 SCALE=0.2531
00
TRUSSCORP.
--WARNING-TRUSSES REQUIRE EXTREMECAREIN FABRICATING, HANDLING, SHIPPING, INSTALLING
ANDBRACINGREFERTOHIB-91(HANDLINGINSTAWNGANDBRACING),PUBLISHEDBYTPI(TRUSSPLATE
Julius Lee P.E.
TC LL 20.Opsf
REF
429
INSTITUTE, 5B3 DONOFRIO DR., SUITE200, MADISON,WI.53719) FOR SAFETYPRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE
PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
CEILING. --IMPORTANT•• FURNISH ACOPY OFTHIS DESIGN TO THE INSTALLATION CONTRACTOR.
ALINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
License#34869
TC.DL 7.Opsf
BC DL 5.O Sf
P'",5DESIGN;
DATE 01-18-2006
DRWG
GRC
ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,0IDdastris133rd HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE
PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND
PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF 200A ASTM A653 GR40 GALV. STEEL
EXCEPTASNOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON
THIS DESIGN, POSITION CONNECTORS PER DRAWINGS IWXZ. THE SEAL ON THIS DRAWING INDICATES
ACCEPTANCE DESIGNSHOWNF THE SUITABILITYSOLELY PROFESSIONAL ENGINEERING RESPONSIBILITY ULCOMPONENT
MOUSE OFTHIS COMPONENT FORANY PARTICULAR BUIUSS LDING
IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSVTPI I-1995 SECTION 2.
1455 SW 41h Avenue
Delray Beach, FL 33444-2767
Y
BC LL 10.0psf
TOT:LD. 42.Opsf
Fort Pierce, FL 34946
Phone:(772) 466-3388
Fax: (772)466-9329
01ALEN. 27
OUR.FAC. 1.25
SPACING 24.0"
TYPE HIPS
Job:(52285) OWNER BUILDER/ ANDERSON ADDITION / EJ7
Tap chord 2x4 SP #2
-
Bot chord 2x4 SP #2
LOAD CONTINUOUS LOADS
LOAD CONIC. LOADS
CASE SIDE L-PLF
R-PLF
START
END CASE SIDE MAG X-LOC
1 T 54.4
54.4
-2.0
7.0
1 T 4.1
4.1
-2.0
0.0
1 B 30.0
30.0
0.0
7.0
Truss checked for 250# movable concentrated load along Bottom Chord, nonconamenl whh design gravity loads
THIS DING. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
,MAXIMUM FORCES
Endpts Tens Comp Endpts Tens Comp 4 ErI Tens Comp Endpts Tens Comp ,)
0- 1 70 0 4- 6 40 57 2- 4 0 83 5- 7 0 0
3- 5 6 28
140 mph wind, 15.00 ft mean hg% ASCE 7-02, CLOSED bldg, not located within 4.50 It m roof edge, CAT 11, EXP B. wind TC
DL=4.2 psf, wind BC DL=3.0 psf.
Deflection meets U360 live and L@40 total load.
Rr-163# U=111 NAILED
976
3 12
v
a
a
0
N
8'
0
I� 7'
f 2
Rv=441 U=215# W=9'4 T Rv=284# U=1800 NAILED
SEAT PLATE REQUIRED
LEFT JIG =7710 RIGHT JIG = 9714
DESC.= EJ7 SEQ = 26793
PLT. TYP: WAVE FB P12002(STD) CgmT=1.00(125y5(0) QTY= 8 TOTAL='8 REV. 7.24.1230.16 SCALE=0.8718
CARE IN FABRICATING, HANDLING, SHIPPING, INSTANG
—WARNING• TRUSSES REQUIRE EMW
AND BRACING. REFER TO HIS-91(HANDLINGINSTALLINGANDBRACING),PUBLISHEDBYTPI(TRUSS
Julius Lee P.E.
TC LLREME
20.0 sf
pPL
REF
32L
WI
ATE INSRTUTE, 583 D'ONOFRIO DR., SURE 20, MADISON. .53719) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE
PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
CEILING. IMPORTANT• FURNISH ACOPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
HANDLING,SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE
PROVISIONS OF NOS(NATIONAL DESIGN SPECIFICATION PUBLISHED SYTHEAMERICAN FORESTAND
PAPER ASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM ASS3 GR40 GALV.STEEL
EXCEPTASNOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON
THIS DESIGN, POSITION CONNECTORS PER DRAWINGS IBOA-Z THE SEAL ON THIS DRAWING INDICATES
ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBIUTY SOLELY FOR THE TRUSS COMPONENT
DESIGNSHOWN. THE SUITABILTTYANDUSE OFTHIS COMPONENT FORANYPARTiCULARBUILDING -
ISTHERESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIRPI I-1995 SECTION 2.
License#34869
1455 SW 4th Avenue
Delm Bach, FL 33444-2161
y
TC DL 7.Opsf
BC DL 5.Opsf
BC ILL 10.Opsf
TOT.LD. 42.Opsf
DATE 01-18-2006
DRWG
GRC
2900 Industrial 33rd
Fort Pierce, FL 34946
Phone: (772) 466-3388
Fax: (772)466-9329
O/A LEN. 7
DURYAC. 1.25
SPACING 24.0"
TYPE EJACK
lob:(52285) OWNER BUILDER IANDERSON ADDITION / HJ7
Tap chord 2x4 SP#2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
140 mph wind, 15.001t mean hA ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 pal,
wind BC DL=3.0 psf.
i 2,9"3
Rv=435# U=183# W=1'1"1
SEAT PLATE REQUIRED
PROGRAM FROM
.MAXIMUM FORCES
Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp
0- 1 16 9 4- 6 615 1257 6- 8 40 44
5- 7 1247 597 7- 9 0 0 3- 5 1224 604
Hipjack supports 7-0-0 setback jacks with no webs.
Deflection meets U360 live and U240 total load.
Endpts Tens Comp }
2- 4 610 1283
6- 7 607 1267
4'11'7 910'13
4'11'7 4'11'6 RV=230# U=18W NAILED
9'9"3
N
o r
tV -
ry 8'
Rv--416# U=180# NAILED
LEFT RAKE = 2'9"11
LEFT JIG =10'1"5 RIGHT JIG =12'8"10
DESC. = HJ7 SEQ = 27027
PLT. TYP: WAVE FBCRP12002(STD)Cq/RT=1.00(1.25y5(0I QTY= 1 TOTAL= 1 REV. 7.24.1230.16 SCALE=0.6195
32L
"WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSFAW NG
AND BRACING.REFERTOHIS-91(HANDLINGINSTALLINGANDBRACING).PUBLISHEDBYTPI(TRUSS
PLATE INSTITUTE. 503 DWI
ONOFRIO DR., SUITE 200, MADISON, .53719) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE
PROPERLYATTACHED STRUCTURAL PANELSAND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
CEILING. "IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE
PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED RYTHEAMERICAN FORESTAND
PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM M53 GR40 GALV. STEEL
EXCEPTASNOTEO. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON
THIS DESIGN, POSITION CONNECTORS PER DRAWINGS1WA4.THE SEAL ONTHIS DRAWING INDICATES-
ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGNSHOWN, THE SUITABIUTYAND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDINGr _•,'
IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI?PI 1-1995 SECTION 2.
Julius Lee P.E.
License#34869
1455 SW 4th Avenue
pelyd Beach, FL 33444-21fi1
e Y
TCLL 20.Opsf
TC DL 7.Opsf
BC DL S.O Sf
pDESIGN;
BC LL 10.Opsf
TOT.LD. 42.Opsf
REF
DATE 01-18-2006
DRWG
GRC
2900 Industrial 33rd'
Fort Pierce, FL 34946
Phone: (772) 466-3388
Fax: (772)466-9329
O/ALEN. 91013
DUR.FAC. 1.25
SPACING 24.0"
TYPE HIP JACK
JDb:(52285) OWNER BUILDER / ANDERSON ADDITION I HJ7A
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MF
Top chord 2x4 SP #2
. MAXIMUM FORCES ,
I
Bot chord 2X4 SP#2
Endpts Tens Comp Endpts Tens Comp
Endpts Tens Comp
Webs 2X4 SP #3
0- 1 16 14 4- 6 872 1124
6- 9 41 45
5- 7 1108 845 7- 8 1108 845
8-10 0 0
140 mph wind, 15.00 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2
6- 8 859 1126
psf, wind BC DL=3.0 psf.
H
ipjack supports 7-M setback jacks with no webs.
Deflection meets U360 live and L7240 total load.
T
N
O
(V
12F,
= 2'9"11
Endpts Tens Comp 1
2- 4 864 1138
3- 5 1097 856
9'10'13 211=3
4'117 9'10"13 9'10'13 0'
4'117 411"6 Rv=235# U=255 NAILED
9'0"6
-2'9"3 911U-13
Rv=395# U=27 # W=5"11 9110'13 Rv=451# U=100# W=1'11"1
SEAT PLATE W'ET 610I 6# NAILED
9'9"3
3'
LEFT JIG = 10'1"5 RIGHT JIG=12'8"10
DESC.= HJ7A SEQ = 27032
PLT. TYP: WAVE FBC P12002(STD)Cp/RT=1.00(1.25y5(0) QTY= 1 TOTAL= 1 REV. 7.24.1230.16 SCALE=0.6195
32L
"WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTAWNGJulius
AND BRACING. REFER TOHIM1(HANDLINGINSTAWNGANDBRACING),PUBLISHEDBYTPI(TRUSSPLATE INSTITUTE. 5B3 DONOFRIO DR., SURE 2W. MADISON. WI. 53719) FOR SAFETY PRACTICESPRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE
PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
CEILING. —IMPORTANT^ FURNISH ACOPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISBC
Lee P.E.
License#34869
TC LL 20.Opsf
TC DL 7.Opsf
DL 5.Ops
REF
DATE 01-18-2006
DRWG
GRC
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE
PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BYTHEAMERICAN FORESTAND
PAPERASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM M53 GR40 SAM STEEL
EXCEPTAS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON
THIS DESIGN, POSITION CONNECTORS PER DRAWINGS IBOA-Z THE SEAL ON THIS DRAWING INDICATES
ACCEPTENT
DESIGNSHOWNCE FTHESUITABILLIITYMDUSEOFTHISCOMPOENTFL ENGINEERING RESPONSIBIUTY OLRLMrvPARTICUULLARBUIILLDING
IS THE RESPONSIBaRVOFTH BUILDING DESIGNER PER ANSVTPI I-1995SECTION2.
1455 SW 4th Avenue
DBlra Beach, FL 33444-2761
y
BC LL 10.0psf
TOT.LD. 42.Opsf
2900 Industrial 33rd
Fort Pierre, FL 34946
Phone: (772) 466-3388
Fax:(772)466-9329
O/A LEN. 91013
DUR.FAC. 1.25
SPACING 24.D"
TYPE HIP JACK
JDO:(DLLOO) VVVINCfC MUILLJCKJ AINLJLKJVIN ALJUI I IVIN I WO
Top chord 2x4 SP #2
Sot chord 2x4 SP #2
'
LOAD CONTINUOUS LOADS
LOAD CONC.LOADS
CASE SIDE L-PLF R-PLF
START
END CASE SIDE MAG X-LOC
1 T 54.4 54.4
-2.0
5.0
1 T 4.1 4.1
-2.0
0.0
1 B 30.0 30.0
0.0
5.0
Truss checked for250# movable concentrated load along Bottom Chord, noncencurrent wah design gravity loads
2X4(A1)
3 p
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
.MAXIMUM FORCES x
Endpts Tens Comp Endpts Tens Comp r ' Endpts Tens Comp Endpts Tens Comp j
0- 1 70 0 4- 6 26 43 2- 4 0 59 5- 7 0 0
3- 5 3 21
140 mph wind, 15.00 It mean hgt ASCE 7-02, CLOSED btdg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC
DL=4.2 psf, wind BC DL=3.0 psf.
Deflection meets U360 live and 1-1240 total load.
Rv=107# U=14 NAILED
❑7
b
555'
5'
Rv 367# U=201# W=9"4 5' Rv=272# U=180# NAILED
SEAT PLATE REQUIRED
9'3"6
B.
LEFT RAKE = 2'012
LEFT JIG = 5'2"14 RIGHT JIG = 7'0"14
DESC.= CJ5 SEQ = 26852
PLT. TYP: WAVE PBC(TP12002STD) CaRT=1.00(I.25y 5(0) QTY= 2 TOTAL= 2 REV. 7.24.1230.16 SCALE=1.1208
"WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLINGJulius
ND BRACING. REFER TO HIB-91(HANDLING INSTALLING ND BRACING), PUBLISHED BY TPI(TRUSS
Lee P.E.
TC LL ZD.O psf
REF
ES
PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE
PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
HNDLING,SNIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE
PROVISIONS OF Nos (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FORESTAND
EKCEPTASNOITED. APPLYYCO NPER ASSOC) AND TPILLECTORSTOEACHFACEOFTRUSSAND.UNLESSOTHERWI ELOCATEDON
THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 16OA-Z THE SEAL ON THIS DRAWING INDICATES;
DESIGN SHOWN. THE SUITABILITY ANDPROFESSIONAL USERESPONSIBILITYRING EO THS COMPON PARTICULART FFOR ANY PARTULAR BUILDING ENT
IS THE RESPONSIBILITYOFTHE BUILDING DESIGNER PER ANSYTPI1.1995SECTION 2.
License#34869
1455 SW 41h Avenue
Delray Beach, FL 33444-2161ACCEPTANCE
TC DL 7.Opsf
BC DL 5.0psf
BC LL 10.Opsf
TOT.LD. 4Z.Opsf
DATE 01-18-2006
DRWG
GRC
2900 Industrial 33rd
Fort Pierce, FL 34946
Phone: (772) 466-3388
Fax: 772 466-9329
( )
O/ALEN. 5
DUR.FAC. 1.25
SPACING 24.0"
TYPE JACK
Job:(52285) OWNER BUILDER / ANDERSON ADDITION / CJ5A
Top chord 2x4 SP SS Dense
Bot chord 2x4 SP #2
LOAD CONTINUOUS LOADS
LOAD CONC.LOADS
CASE SIDE L-PLF R-PLF
START
END CASE SIDE MAG X-LOC
1 T 14.4 14.4
-2.1
5.0
1 B 10.0 10.0
0.0
5.0
1 T 40.0 40.0
-2.1
5.0
1 B 20.0 20.0
0.0
5.0
Truss checked for 250# movable concentrated
load along Bottom Chord, nonconcurtent with design gravity loads.
' THIS DVG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
MAXIMUM FORCES
• Endpts Tens Comp Endpts Tens Comp '- Endpts Tens Comp Endpts` Tena Camp
0- 1 489 849 1- 3 24 41 1- 2 577 813 2- 4 0 0
The maximum horizontal reaction is 807# —
140 mph wind, 15.00It mean hill, ASCE 7-02, PART. ENC. bldg, not located within 4.50It from mof edge, CAT It, EXP B. And
TC DL=4.2 psf, wind BC DL-3.0 psf.
Deflection meets L/360 live and U240 total load.
"••• BEARING ANALOG MODIFIED] •••••
0.10
711.8
F3 -' NAILED
0"10
7'0'14
976
12
p
3 C�
e_
to
So
0
2X4(A1)
o
8'3'8
8'
7'6"4
1
27'15
I T
Rh=808# U=VB NAILED Rv4513# Rh=808# U=180# NAILED
Rv--258# U=180# NAILED
TAKE = 2712
IG = 5714
= C.IFA
32L
2900 Industrial 33rd
Fort Pierce, FL 34946
Phone: (772) 466-3388
Fax: (772) 466-9329
HIPPING, INSTAW NG
OF NDS (NATIONAL 0
NOT
QTY= 2
BUILDING
(Julius Lee P.E.
RIGID License # 34869
1455 SW 4th Avenue
Delray Beach, FL 33444-2161
REV. 7.24.1230.16
TC LL
20.Opsf
TC DL
7.Opsf
BC OL
5.Opsf
BC LL
10.0psf
TOT.LD.
42.Opsf
1.25
24.0"
RIGHT JIG = 7'0"14
SEQ = 8365
SCALE=1.1096
REF
DATE 01-18-
DRWG
GRC
O/A LEN. 5
TYPE
lob•(52285) OWNER BUILDER /ANDERSON ADDITION / CJ3
Top chord 2x4 SP #2
BDt chord 2x4 SP #2
LOAD CONTINUOUS LOADS LOAD CONC.LOADS
CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC
1 T 54.4 54.4 -2.0 3.0
1 T 4.1 4.1 -2.0 -0.0
1 B 30.0 30.0 0.0 3.0
Truss checked for 250# movable concentrated load along Bottom Chard, nonconcumard with design gravity loads
2X4(A1)
2'
3 12
❑1
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM T Ru55 Mr Rs LATUV I
'MAXIMUM FORCES
Endpts Tens Comp Endpts Tens Camp Endpts Tens Comp En dpts Tens Camp
0- 1 70 0 4- 6 12 22 2- 4 4 32 5- 7 0 0
3- 5 8 16
140 mph wind, 15.00 ft mean hg4 ASCE 7-02, CLOSED bldg, Located anywhere in rc C T II, EXP B, wind TC DL=4.2 psf,
wind BC DL=3.0 psi.
Defection meets U360 live and U240 total load.
Rv=-354# U=198# W=9"4
SEAT PLATE REQUIRED
3'
Rv=-51# U=180# NAILED
8'9"6
IS
o_
iP
8'
❑7
RV=258# U=180# NAILED
LEFT RAKE = 2'0"12
LEFT JIG = 3'2"4 RIGHT JIG = 60"14
DESC. = CJ3 SEQ = 26847
PLT. TYP:WAVE FBCRP12002(STD)C44iT-1.00(125y 5(0) QTY=2 TOTAL=2 REV. 7.24.1230.16 SCALE=1.5692
"WARNING^ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING
AND BRACING. REFER TO HIB-91(HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI(TRUSS
Julius Lee P.E.TC
p
LL 20.0 Sf32L
REF
PLATE INSTITUTE, SB3 DONOFRIO DR., SUITE 200. MADISON, WI. 53719) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE
PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVEA PROPERLY ATTACHED RIGID
CEILING. -IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR..
ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE
PROVISIONS OF Nos (NATIONAL DESIGN SPECIFICATION PUBLISHED BYTHE AMERICAN FORESTAND
PAPER ASSOCATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTM A653 GR40 CAM STEEL
EXCEPTASNOTED. APPLY CONNECTORSTO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON
THIS DESIGN, POSITIONCONNECTORS PER DRAWINGS 160 A- THE SEAL ON THIS DRAWING INDICATES
ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING
IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2.
License#34869
1455 SW 4th Avenue
D¢Im Beach, FL 33444-2161
y
TC DL 7.Opsf
BC DL 5.Opsf
BCLL 10.Opsf
TOT.LD. 42.Opsf
DATE 01-18-2006
DRWG
GRC
2900Industrial,33rd
Fort Pierce, FL 34946
Phone: (772) 466-3388
Fax: (772) 466-9329
O/ALEN. 3
DUR.FAC. 1.25
SPACING 24.0"
TYPE JACK
10U:tOLL00) UVVINCK OU ILUCK / AINUCKOUIN AUUI I IUIN ! V O THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
r
Tap chord 2X45P #2 ' -MAXIMUM FORCES
Bot chord 2X4 SP #2 Endpts Tens Comp Endpts Tens Comp r Endpts Tens Comp Endpts , Tens Comp
3- 7 1110 823 6- 9 1110 823 9-10 1110 845 4- 8 826 1061
14D mph wind, 15.00 It mean hgl, ASCE 7-02. CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, 8-11 814 1057
wind BC DL=3.0 psf.
Deflection meets 1-13601ive and U240 total load.
See DWG VALTRUSS7703 for valley details.
1'2- 3111, ne 6'8" 7'10'
112' 12 2'9- 2'9- 1,2"
3 , 3X4
z
10'8'6
LEFT JIG = 4'0"8 RIGHT JIG = 4'0"8
DESC.= V8 SEQ = 26885
PLT. TYP:WAVE FBCfTP12002(STO) CCVRT=1.00(1.25y5(0) QTY=1 TOTAL=1 REV. 7.24.1230.16 SCALE=1.0016
Tp OO On
32LpT 11\UW CO1�C.
m"
^WARNING^TRUSSES REQUIRE EXUtEME CARE IN FABRICATING, HANDLING, SHIPPING, WSTAWNG
AND BRACING. REFER TO HI&91(HANDUNG INSTALJNG AND BWIRACING), PUBLISHED BY TPI CrRUSS
PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, .53719) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE
PROPERLYATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID
CEILING. —IMPORTANT" FURNISH A COPYOF THIS DESIGN TO THE INSTALLATION CONTRACTOR.
ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
'
Julius L08 P.E.
License # 34069
TC LL 20.Opsf
TC DL 7.Opsf
BC DL 5.O sf
REF
DATE 01-18-2006
DRWG
GRID
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
HANDLING,SHIPPING,INSTALLINGANDBRACINGOFTRUSSES. DESIGN CONFORMS WITH APPLICABLE
PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICAMON PUBLISHED BYTHE AMERICAN FORESTAND
PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MA[)E OF 20GAASTM ASM GR40 GALV. STEEL
EXCEPTAS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON
THIS DESIGN, POSITION CONNECTORS PER DRAWINGS IBC A-L THE SEAL ON THIS DRAWING INDICATES
ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
DESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING
IS THE RESPONSIBILITY OF THE BUILDING DESIGNERPER ANSUfPI 1-19955ECTON 2.
1455 SW 4th Avenue
Delray Beach, FL 33444-2161
y
BCLL 10.Opsf
TOT.LD. 42.Opsf
2900 Industrial 33rd
Fort Pierce, FL 34946
Phone:(772) 466-3388
Fax: (772)466-9329
O/ALEN. 71000
DUR.FAC. 1.25
SPACING 24.0"
7YpE VAL