HomeMy WebLinkAboutTRUSS PAPERWORKJob: 5848 ONR / W.B. CONSTR. / Al
Top chord 2x4 SP 92 N :TC2, TC3 2X4 SP #1 Dense:
Bot chord 2X4 SP 92 N :BC2 2x4 SP III Dense:
Webs 2x4 SP 43
(A) Continuous lateral bracing equally spaced on member.
'Deflection meets U2401Ne and U180 total bad.
m
77
3a.
36 1 83'S
THIS DWG. FKhrAHeU 6T r nt Arrine J V o U�a�nncn rn��n..n, rnv,.� ,
160 mph wind, 15.00 ft mean hgt, ASCE 7-02. CLOSED bldg. not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC
DL=5.0 pet, Wind BC DL=SD test.
Wind reactions based on MWFRS pressures.
Bottom chord checked for 10.00 psf non -concurrent live load.
r TT"
3S3'8,
25'10- / y
VW5 - &T5
RI v=1725i Wt W-a' 35'10' Rr-1725H U=106M INW 2g�
T
1
REFERTO1 91(HAN rrINGINr:u,R�� BRACING). SHE YTPI(Ta� SPLATEINSTITUTE.
(HANDLING INSTALLING ANDBRACING).PUBLISHED BYTPIITRUSS PLATE S83
TODR.,
T. STILES
TC LL 30.E Sf
p
REF
DATE 05-20-2008
DONOREFER
SUITE DISON. T FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
RIO DR., LURE 200E OTHERWISE
IN, WI. INDICATED,
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOPCHORD
FUNCTIONS. HAVE PROPERLY"IMPOEOSTRUURNISH
TC DL 15.Opsf
O
PANELS AND BOTTOM CHORD SHALL HAVERP ONTRATOR.ACHEORINGINEERED RIMPORTANTC. SHALL HA
LYATTACHED
COPY THE CONTRACTOR. ALPINE NOT BE
THISNSIBLE
PEET
BC DL 10.Opsf
DRWG
RESPOF
ANY TRUSSES CO FORMANC
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
FOR DEMTIONO FROM THIS
LISHE BY. DESIGN AME CONFORMS
BRACING PUBLISHED
WITH APPLICABLE
AWITH NDAPERAS LEIATIONIONL OFNOS(NATIONAL NDESIGN ARE MADE OF20GASTM A653 R40 GALICANFORELT
NS OFN SSHIPPING, DESIGNN SPECIFICATION
BLEEP PROVISIONS
STEEL
OF2 UNLESS
ANDPAPERASSOCIATON) AND APPLY CONNECTORS N OTHER ISE LOCATED
R OF BUSS AND,
ORST EACH FACE
EXCEPT ASSITION
CERTIFICATION
#49200
BC LL O.Opsf
ror.LO. SS.Opsf
LM
ROOF & FLOOR
TRUSS SYSTEMS
OIA LEN. 251000
4175 HIGHWAY
DUR.FAC. 1.25
JOB #:5848
PALM CITY.72)28 34990
PALMTFIL
OF CONNECTORSPER NhUfGS ISDA- T ESEAL THISDRAWINGI INDICATES
CONNECTORS PESPONSING516OLL THELY E
404 SWCAMOEN AVE
OFFFAX:(772) 2884234
DESIGN THE
PROFESSIONAL TRUSS SHOWN. THE
OFFPBILITY
STUART,FL 34994
SPACING 24.0"
HIPS
FAX; (T72)288.4294
NDUE OFTHIRINGRENENFORNY PARTICULAR BUILDING IS THE RESPONSIBILITY
USE OFTHISMI1.195S FOR ANY PARTICUTAR BUILDING IS THE RESPONSIBILITY OF THE
_ —
BUILDING DESIGNER,
BUILDING DESIGNER, PER AN$VfPl 1-19955ECTION2.
TYPE
Top chord 2x4 SP #2 N
Bol chord 2x4 SP #1 Dense :BC2, BC3 2x4 SP #2 Dense:
Webs 2x4 SP #3
Filler 2x4 SP #3
Calculated horizontal deflection is 0.16' due to five load and 0.13" due to dead load.
LalerDlly brace BC at 24" OC in lieu of rigid calling. Laterally brace BC above filler at 24" OC.
Deflection meets U240 Uve and 1-1780 total load.
T
J
a
THIS DWG. YHtYAHtU HT Ir1tA I=JVC R�
(••) 4 pate(s) require special post onag. Refer to scaled plate plot details for special positioning requirements.
160 mph wind, 15.00 R mean hill, ASCE 7-02, CLOSED bidg, not located within 4.50It from roof edge, CAT II, EXP C. wind TC
DL=5.0 psf, wind BC DL=5.0 psf.
Wind reactions based on MWFRS pressures.
See DWGS TCFILLER1103 and BCFILLER1103 for tiger details.
Bottom chord checked for 10.00 psf non -concurrent five load.
DESC.= A2 SEQ = 84423
PLT. TYP: WAVE FBCRPI2W2(STD)CWRT=1.00025)It0(0) QTY= 1 TOTAL= 1 REV. 7.31.1102.22 SCALE=0.2660
-WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HI&91(HANDUNG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
C I C
T. STILES
TC LL 30.Opsf
REF
O
D'ONOFRIO DR., SUITE 2DD, 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 14AVEA PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT'• FURNISH
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE
PEET
TC DL 15.Opsf
BC DL 10.0psf
DATE 05-21-2008
DRWG
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 BY THE AMERICAN FOREST
AND PAPER ASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
DESIGN, POSITION CONNECTORS PER DRAWINGS 160A-Z 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 ANSVTPI I-1995 SECTION 2.
CERTIFICATION
#49200
4045W CAMDEN AVE
STUART, FL 34994
BC LL O.Opsf
TOT.LD. 55.0psf
LM
ROOF& FLOOR TRUSS SYSTEMS
OIA LEN. 251000
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 288-3700
FAX:(772) 288.4234
DUR.FAC. 1.25
JOB#: 5848
.
SPACING 240"
TYPE HIPS
Top chord 20 SP #2 N
Bot chord 2x4 SP #1 Dense
Webs 2x4 SP #3
Filler 2x4 SP #3
Calculated horizontal deflection is 0.15' due to five load and 0.12' due to dead load.
Laterally brace BC at 24- CC in 0eu of rigid ceiling. Laterally brace BC above filler at 24' OC.
Deflection meets U240 live and U1 BO total load.
T
l�
1e6•
26.10'
RI v=1726N U=10 W-,Zr 1 206•
THIS DWG. PREPARED BYTHE ALPINE JUN ULbIUNtH Pnwrwm r--- Inwo mrn a �nrw,
(••) 7 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.
160 mph Wind, 15.00 0 mean hgt, ASCE 7-02. CLOSED bldg. not located within 4.50 fl from roof edge, CAT II, EXP C, wind TC
DL-5.0 Pat, wind BC DL=5.0 psf.
W'vltl reactions based on MWFRS pressures.
See DWGS TCFILLERI 103 and BCFILLER1103 for filler details.
I
Bottom chord checked for 10.00 psf non -concurrent live load.
T
1
wrnninn-In..I.. ,n.=1 �,er�n, �„n..,.,,��,.�
REFER TO HIS-91(HANDUNG INSTAWNG AND BRACING), PUBLISHED BYTPI (TRUSS PLATE INSTITUTE, 593
T. STILES
TC LL 0. pS
REF
O
D'ONOFRIO DR., SUITE 200, MADISON. WI.53710) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLYATTACHED STRUCTURAL
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLYATTACHED RIGID CEILING. -IMPORTANT" FURNISH A
COPY OF THIS DESIGN TO THEHA INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
pEET
TC DL 15.Opsf
BC DL 10.Opsf
DATE 05-21-2008
DRWG
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 BY THE AMERICAN FOREST
AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
CERTIFICATION
#49200
BC LL O.Opsf
TOT.LD. 55.Opsf
LM
ROOF B FLOOR
TRUSS SYSTEMS
01A LEN. 251000
4176 MARTIN HIGHWAY
DUR.FAC. 1.25
JOB#: 5848
PALM CITY, FL 34990
OFF:(772) 286-3700
FAX:(772) 2a84234
DESIGN, POSITION CONNECTORS PER DRAWINGS IMA-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBIUTY SOLELY FOR THETRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBIUTY OF THE
BUILDING DESIGNER PER ANSVTPI I-1905 SECTION 2.
404 SW CAMDEN AVE
STUART, FL 34994
SPACING 24.0"
TYPE HIPS
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #1 Dense :BC2, SC3 2x4 SP 02 N:
Webs 2x4 SP #3
Filter 2x4 SP 43
Calculated horizontal deflection Is 0.16" due to live load and 0.13" due to dead load.
Laterally brace BC at 24- OC in lieu of rigid calling. Laterally brace BC above filler at 24. OC.
Deflection meets L/240 Irve and U180 total bad.
THIS DWG. PREPARED BY THE ALPINE J OB UESIGNICH PNUGI MUM I nuaa mrn o �-- i
1—) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.
1
160 mph wind, 15.00 it mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 it from roof edge, CAT II, EXP C. wind TC
DL=5.0 psf, vend BC DL=5.0 psf.
Wind reactions based on MWFRS pressures.
See DWGS TCFILLER1103 and BCFILLER1103 for filler details.
Bottom chord checked for 10.00 psf non- oncuffeAINe bad.
b�3'3•�b
I 2s1b•
2'8•—T6•10• -I- 9'70• 8'/0•ze•
R�9rW7 W=a•Ye• 1 20'e• Rv=tl�ss t��Osa# W 2g
DESIGN
T. STILES
PEET
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART, FL 34994
REV. 7.31.1102.22
TC LL
JU.UPST
TC DL
15.Opsf
BC OL
10.Opsf
BC LL
0.0pSf
TOT.LD.
55.Opsf
DUR.FAC.
1.25
SPACING
24.0•'
i
1
SEQ= 84438
SCALE=0.2660
REF
DATE 05-21-2008
DRWG
LM
O/A LEN. 251000
JOB #: 5848
TYPE HIPS
Top chord 20 SP #2 N
Bol chord 2x4 SP #2 N
Webs 2x4 SP 43
Bottom chord checked for 10.00 psi non-concument live bad.
160 mph wind. 16.00 ft mean hgt. ASCE 7-02. CLOSED bldg, not located when 4.50 tt from roof edge, CAT II, EXP C, wind TC
DL=5.0 psi, vend BC DL=5.0 ps/.
Wind reactions based on MWFRS pressures.
Deflection meets 1-1240 live and 1-1160 fatal load.
A
'09
11V
c-
55-2 8'0'14
4X6 TC2 4X6
T � sd
TC1 W3
12 3X5
5 p
W4 TC3
W1 W2 We
3%7(A1) 3X7(A1)
BC1 1. SC2 1. 4
25'10'
�9 W14 �5.5'2 �710•�---�—s'S'2- � UV14
RSY u=10.5� Nh-B• 25.10" By=1T25a u=1o5Ta w�B' 78•�
0
ROOF & FLOOR TRUSS SYSTEMS
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 2a6-3700
FAX: (772) 28a-4234
160A.Z. THE
1 TOTAL= 1
-1-
T. STILES
PEET
BE
ICE
A3
TEST
CERTIFICATION
# 49200
THIS
NICE
1E
404 SW CAMDEN AVE
STUART, FL 34994
REV. 7.31.1102.22
TC LL
30.Opsf
TC DL
15.0psf
BC DL
10.0psf
BC LL
O.Opsf
TOT.LD.
55.0psf
SPACING 24.0"
1
1
SEO = 84122
SCALE=0.2660
DATE 05-20-2008
DRWG
LM
OIA LEN. 251000
JOB #: 5848
Top chord 2x4 SP #2 N :TC2, TC3 2x4 SP 91 Dense:
Bat chord 2x4 SP #2 Dense :BC2 2x4 SP #1 Dense:
Webs 2x4 SP #3
SPECIAL LOADS
—(LUMBER DUR.FAC =1.251
PLATE DUR.FAC: 1.25)
YC-From 92 PLF at -2.86 to
92PLF at12.92
TC - From 92 PLF at 12.92 to
92 PLF at 28.70
BC - From 20 PLF at 0.00 to
20 PLF at 9.12
BC - From 70 PLF at 9.12 to
70 PLF at 16.71
BC, From 20 PLF at 16.71 to
20 PLF at 25.83
PLT- 100 LB Cone. Load al (11.92,13.34),
(13.92,13.34)
11'11• 1
1rn-
8'Y6— ra•1—+--+-rs•14
THIS UWG, HHtHARtU Ux I Ht ALYme 4UU Utaroncrt rnwrvan 1-1 m
160 mph wind, 15.00It mean hgt, ASCE 7-02, CLOSED bldg. not located within 4.5.0 0 fmm root edge, CAT II, EXP C, wind TC
DL=5,0 pat, wind SC DL-5.0 ps/.
Wnd reactions based on MWFRS pressures.
(A) Continuous lateral bracing equally spaced on member.
Bottom chord checked for 10.00 psf non�concument We load.
Deflection meets U240 live and Ul80 total load.
04",,
r5.14
4X4 W
TC2
3X 3X5 TC3
3X5 t
c 12 fiv 5%7
5 p
W2
TC1
Wl W5
TC4
4X8(AN 4%6(A2)
BC1 BC2 BC3
2590"
�Y WIS V2"2-�a'S15
z.- U=10 W=a' 25f0' Rv=2003# U=1056# W B' �
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX (772) 2884234
QTY= 3 TOTAL= 3
PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
T. STILES
PEET
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART, FL 34994
REV. 7.31.1
TC LL
JU.UPST
TC DL
15.Opsf
BC DL
10.0Psf
BC LL
O.Opsf
TOT.LD.
55.Opsf
SPACING 24.0"
bt=u = 044Z/
SCALE=0.2660
REF
DATE
05-21-2008
DRWG
LM
O/A LEN.
251000
JOB #: 5848
TYPE
COMN
CONSTR. /A7
Top chord 2x4 SP #2 N
Bol chord 2x4 SP 92 N
Webs 2x4 SP #3
Calculated horizontal deflection is 0.20" due to live load and 0.09' due to dead load.
Bottom chord checked for 10.00 psf non-ooncument live load.
Vve i—Yd'1—+1'3Y1
01,
Rv=1453t
= A7
160 mph wind, 15.00 It mean hgt, ASCE 7-02, CLOSED bldg. not located withn 4.50 8 from roof edge, CAT II, EXP C, wind TC
DL=5.0 pet, wind BC DL=5.0 pall.
Wind reactions based on MWFRS pressures.
(A) Continuous lateral bracing equally spaced on member.
Deflection meets U240 live and 1-1180 total load.
INC.
COMPONENT DESIGN SHOWN. THE
IS THE RESPONSIBILITY OF THE
BE
12'11'
17.3—+-2'0.9 I VVB
T. STILES
TCLL
30.Opsf
TCDL
15.Opsf
PEET
BC DL
10.0psf
CERTIFICATION
BC LL
O.Opsf
# 49200
TOT.LD.
55.Opsf
404 SW CAMDEN AVE
DUR.FAC.
1.25
STUART. FL 34994
SPACING 24.0"
1
I
REF
DATE 05-20-2008
DRWG
LM
O/A LEN. 251000
JOB #: 5848
TYPE COMN
Top chard 2x4 SP #2 N
SPECIAL LOADS
—(LUMBER DUR.FAC =1.25I PLATE DUR.FAC =1.25)
Bot chord 2x4 SP 02 N
TC - From 91 PLF at 3.97 to 91 PLF at 4.89
160 mph wind, 15.00 8 mean hgt, ASIDE 7-02, CLOSED burg, Located anywhere in roof, CAT II, EXP C. wtrrd TO DL=5.0 psf,
BC -From 4 PLF at 3.97 to 4 PLF at-3.89
wind BC DL=5.0 psf.
BC - From 24 PLF a1-3.89 to 24 PLF at 0.00
_
BC - From 20 PLF at 0.00 to 20 PLF at 4.89
Wind reactions based on MWFRS pressures.
TC - -272 LB Cone. Load at 2.08
BC - -179 LB Cone. Load at 2.08
Bottom chord checked for 10.00 psf nonconcunenl live load.
Deflection meets U2401ive and U180 total bad.
an.
2'1' 2'm11) R 790 U A 9 NAILED
i— 4'1P1a
I•_I
Rv=211# U=63# NAILED
DESC.= HR5
PLT. TYP: WAVE
4176 MARTIN HIGHWAY
PALM
FCITY, 2a6 FL -37 4090
OF: (/00
FAX:(772) 2a8.4234
PER
i 2'1-
Rv=392# U=793# W=10'9
AT7ACHEDRIGOCEILING. "IMPORTANT"
T. STILES
PEET
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART. FL 34994
TC LL
30.Opsf
TC DL
15.0psf
BC DL
10.0psf
BC LL
0.0psf
TOT.LD.
55.0psf
DUR.FAC.
1.25
SPACING
24.0"
Rv=770 U=M# NAILED
= 84199
LM
01A LEN. 41010
JOB At: 5848
TYPE HIP_JA(
Job:(5848) ONR / W.B. CONSTR. / J4
Top chord 2x4 SP #2 N
Sot chord 2x4 SIP 42 N
Bottom chord checked for 10.00 psf non -concurrent W e bad.
1�
Rv-133#
Rv-135#
160 mph wind, 15.00 It mean hgt, ASCE 7-02. CLOSED bldg. Located anywhere In
wind BC DL=5.0 pal.
Wind reactions based on MWFRS pressures.
Deflection meets 1-1240 live and 1-1180 total load.
38°
Rr-1170 U=9E# NAILED
I
Rv-56# U=17# NAILED
II, EXP C, wind TC DL=5.0 Pat,
DESC.= J4 aeU = 041 aQ
PLT. TYP:WAVE FBCrrP12002(SM)CR1RT=1.00(125y10(0) QTY=11 TOTAL=11 REV. 7.31.1102.22 SCALE=1.0952
"WARNING" 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, 583
T. STILES
TIC LL 30.0 Sf
P
REF
DATE DS-20-2008
D'ONOFRIO DR., SURE 2006 MADISON. N4. 0719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
TIC DL 15.Opsf
O
PANELS AND BOTTOM CHORD SHALL. HAVE A PROPERLYATTACHED RIGID CEILING. "IMPORTANT•' FURNISH
LL
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
PEET
BC DL 10.Opsf
DRWG
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 NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION) AND TPL ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRADGALV.STEEL
EXCEPTAS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
SEAL ON THIS DRAWING INDICATES ACCEPTANCE
CERTIFICATION
#49200
SC LL 0.0pSf
ror.LD. 55.Opsf
LM
ROOF&FLOOR TRUSS SYSTEMS
OIA LEN. 30600
4176 MARTIN HIGHWAY
1.25
JOB#: 5848
PALM CITY, FL 34990
OFF:(772) 2863700
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z THE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
404 SW CAMDEN AVE
STUART. FL 34994
DUR.FAC.
SPACING 24.0"
TYPE EJACK
FAX;(772) 28&4234
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILTY OF THE
BUILDING DESIGNER PER ANSVTPI 1.1995 SECTION 2.
lob:(5848) ONR / W.B. CONSTR. / CJ2
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Bottom chord checked for 10.00 par non -concurrent five load.
Shim a8 supports to solid bearing.
i
IPI
Rv=14U
= CJ2
FAX: (772) 288-4234
TXIS DWG. PREPARED aY.I Xt ALrINt run uemvrvrn rrtvv� rnvn, „
160 mph wind. 15.00It mean hgt. ASCE 7-02, CLOSED burg, Located anywhere
wind BC DL=5.0 pelf.
Wind reactions based on MWFRS pressures.
Deflection meets U240 live and U780 total load.
BE
Rv=120 U=4# NAILED
T. STILES
PEET
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART, FL 34994
.1
TC LL
30.Opsf
TC DL
15.Opsf
BC DL
10.Opsf
BC LL
O.Opsf
TOT.LD.
55.Opsf
DUR.FAC.
1.25
SPACING
24.0"
EX? C, wind TC DL=5.0 psi,
DATE 05-20-2008
DRWG
LM
O/A LEN. 10607
JOB #: 5848
Top chord 2x4 SP 112 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Bottom chord checked for 10.00 psf non -concurrent live bad.
See DWG VALTRUSSO405 for vaVey details.
i
1
160 mph wind, 15.00 it mean hilt, ASCE 7-02, CLOSED bldg. not located within 4.50 ft from roof edge, CAT II, EXP C. wind TC
DL-5.0 psf, wind BC DL=5.0 psf.
Wind reactions based on MWFRS pressures.
Deflection meets 1-1240 live and LI780 total load.
i &1.8 1 5. wk S. i V1.8
IUSHED BY TPI(TRUSS PLATE INSTITUTE, 683 ertn�,rvu.
T. STILES
TC LL 30.Opsf
PRACTICES PRIOR TO PERFORMING THESE
TALL HAVE PROPERLY ATTACHED STRUCTURAL
TC DL
15.Opsf
\CHED RIGID CEILING. "IMPORTANT"FURNISH A
ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE
PEET
BC OL
10.0psf
'AILURE TO BUILD THE TRUSSES IN CONFORMANCE
'AND BRACING OF TRUSSES, DESIGN CONFORMS
O.Opsf
'ECIFICATION
CERTIFICATION
BC LL
PUBLISHED BY THE AMERICAN FOREST
2E MADE OF 20GA ASTM A653 GR40 GALV. STEEL
#49200
TOT.-D.
55.0p5f
TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
4L ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25
IE TRUSS COMPONENT DESIGN SHOWN. THE STUART, FL 34994
BUILDING IS TH E RESPONSIBILITY OF THE SPACING 24.0"
f
REF
DATE 05-20-2008
DRWG
LM
OIA LEN. 220300
JOB #: 5848
ob:(5848) ONR f W.B. CONSTR. / V2
Tap chord 2x4 SP 92 N
Sol chord 2x4 SP #2 N
Webs 2x4 SP #3
Bottom chord checked for 10.00 psf non-concunenl We bad.
.See DWG VALTRUSSO405 for valley details.
QI
ROOF 8 FLOORTRUSS SYSTEMS
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286.3700
FAX: (772) 288-4234
4BIDPL4-a
THI5UWU.PnGrpntUaT IRL! NtJUUuca"oncnrnunn rnvmm
160 mph wind, 15.00 it mean hill, ASCE 7-02, CLOSED Bldg, not located within 4.50 8 from root edge, CAT II, EXP C, wind TC
DL=5.0 psf, wind BC DL=5.0 psf.
Wind reactions based on MWFRS pressures.
Deflection meets U240 live and U180 total bad.
BRACING OF TRUSSES. DESIGN CONFORMS
T. STILES
PEET
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART, FL 34994
REV.
7.31.1102.22
TC LL
30.Opsf
TC DL
15.Opsf
BC DL
10.0psf
SEQ = 84235
SCALE=0.4566
REF
I DATE 05-20-2008 I
BC LL
O.OpSf
LM
TOT.LD.
55.0pSf
01A LEN. 180300
DUR.FAC.
1.25
JOB#: 5848
SPACING
24.0"
TYPE VAL
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Bottom chord checked for 10.00 psf non -concurrent We load.
See DyyG VALTRUSSO405 for valley details.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FRUM I RUBB MFRB LATUU I
160 mph wind, 15.00 it mean hgt, ASCE 7-02. CLOSED bldg. not located within 4.50 ft from roof edge, CAT II, EXP C. wind TC
DL=5.0 Ps/, wind BC DL=5.0 psf.
Wind reactions based on MWFRS pressures.
Deflection meets U240 live and U180 total bad.
7-M
DESC. = V3 SEQ = 84441
PLT. TYP. WAVE FBCrrP12002(STD)CgrRT=1.00(1.251110(0) QTY= 1 TOTAL= 1 REV. 7.31.1102.22 SCALE=0.5848
"WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING.
REFER TO HIS-91(HANDLING INSTAWNG AND BRACING), PUBLISHED BY TPI(rRUSS PLATE INSTITUTE, 563
C I
T. STILES
TC LL 30.Opsf
REF
DATE 05-21-2008
amD'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 PROPERLYATTACHED RIGID CEILING. "IMPORTANT" FURNISH
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, INSTAWNG AND BRACING OF TRUSSES. DESIGN CONFORMS
WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
DESIGN, POSITION CONNECTORS PER DRAWWGS I6DA-Z. THE SEALON THIS DRAWING INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE
SU IILTI TABY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSIRPI I-1995 SECTION 2.
PEET
CERTIFICATION
#49200
404 SW CAMDEN AVE
STUART. FL 34994
TC DL 15.0psf
BC DL 10.Opsf
BC LL O.Opsf
TOT.LD. 55.Opsf
DRWG
LM
ROOF&FLOOR TRUSS SYSTEM$
O/A LEN. 140300
4176 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772)286.3700
FAX:(772) 28&4234
OUR.FAC. 1.25
JOB#: 5848
SPACING 24.0"
TYPE VAL
Job:(5848) ONR / W.B. CONSTR. / V4
Top chard 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP 93
Bottom chord checked for 10.00 psf non -concurrent live load.
Bee DWG VALTRUSSO405 for valley details.
1
I
160 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg. Located anywhere mSmof, CAT II, EXP C, wmd TC DL=5.0 psf,
wind SC DL-5.0 psf.
Wind reactions based on MWFRS pressures.
Deflection meets L/2401Ve and L/180 total load.
VI-8 SPa
51'9 5'i'8
DESC. = V4 SEQ = 84233
PLT. TYP: WAVE FBCrfP12002(STO)Cq RT=1.00(1.25y10(0) QTY= 1 TOTAL= 1 REV. 7.31.1102.22 SCALE=0.8130
G'T "WARNINRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIMI(HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
C C
T. STILES
TC LL 30.Opsf
REF
DATE 05-20-2008
O
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
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
PEET
TIC DL 15.Opsf
BC DL 10.0psf
DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WRH TPI; OR FABRICATING, HANDLING.SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISH ED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION)AND TPI. ALPINE CONNECTOR$ ARE MADE OF 20GA ASTM A663 GR40 GALV. STEEL
EXCEPr ASNOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
DESIGN, POSITION CONNECTORS PER DRAWINGS I60A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE MUSS COMPONENT DESIGN SHOWN.THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSVTPI I-1995 SECTION 2.
CERTIFICATION
#49200
404 SW CAMDEN AVE
STUART, FL 34994
BC LL O.Opsf
TOT.LD. 55.Opsf
LM
ROOF B FLOOR TRUSS SYSTEMS
O/A LEN. 100300
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772)288-3700
FAX:(772) 2a"234
DUR.FAC. 1.25
JOB#: 5848
SPACING 24.0"
TYPE VAL
JOD:(Od40) UINK 1 W.C. UU1N, I K. / VO
Tap chord 2x4 SP #2 N
Sot chord 2x4 SP 02 N
Webs 2x4 SP #3
Bottom chord checked for 10.00 psf non -concurrent live load.
bee DWG VALTRUSSO405 for valley details.
i
1
THIS DWU. HHLPANEU BY I HL ALYINt JUD ULSIUNtK HKUUHAM I'KUM I KUJS MI -Kb LAT V U I
160 mph wind, 15.00 It mean hgt. ASCE 7-02, CLOSED bldg, Located anywhere In roof,'CAT II, EXP C, wind TC DL=5.0 psf,
wind BC DL=5.0 psf.
Wind reactions based on MWFRS pressures,
Deflection meets L/240 Eve and 1-1180 total load.
QTY= 1 TOTAL= 1
\BRICATING, HANDLING, SHIPPING, INSTALUI
3), PUBLISHED BY TPI (TRUSS PLATE INS7TTL
{AFETY PRACTICES PRIOR TO PERFORMING'
ORD SHALL HAVE PROPERLY ATTACHED STI
LYATTACHED RIGID CEILING. 'IMPORTANT
CTOR. ALPINE ENGINEERED PRODUCTS, IN(
1; ANY FAILURE TO BUILD THE TRUSSES IN O
TALLING AND BRACING OF TRUSSES. DESIGI
SIGN SPECIFICATION PUBLISHED BY THE AMI
ORS ARE MADE OF 20GA ASTM A953 GR4D G
SCE OF TRUSS AND, UNLESS OTHERWISE LO
A-Z THE SEAL ON THIS DRAWING INDICATE:
TI-8
3'1'8
C2
3x5(D1)
'r+
T. STILES
PEET
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART. FL 34994
Rr-112plf U-100plf W W
REV. 7.31.1102.22
TC LL 30.Opsf
TC DL 15.Opsf
BC DL 10.0psf
BC LL O.Opsf
DUR.FAC. 1'Z
SPACING 24.0"
SEQ = 84231
SCALE =1.33:
I DATE 05-2D-2008 I
LM
O/A LEN. 60300
JOB #: 5848
�-- 3' a+e 25' 10" -' - 21
io
0
N
W.KOST INC.
4175 MARTIN HWY
PALM CITY, FL 34990
772-286-3799
W.B. CONSTRUCTION
DELUCA ADDTION
5/12 PITCH 2'-0" O.H.
55 # LOADING
160 MPH CAT. II EXP. C
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