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JOB NO:
KB0330
PAGE N9:
1 OF 1
s Project Information: ----
�%5 Name:
r Ill Jf` COASTAL BUILDERS KB0330
Address:
i�
ROOF'$c FLOOR TRUSS SYSTEMS Montes Res
City, State, Zip:
IR '� 4175 SW Martin Highway
Palm City, FL 34990
` (772) 286-3700
GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS:
f Building Code & Chapter. Computer Program Used:
j VIEW by Alpine
Custom
Gravity: 55 psf Roof Total Load Gravity: 55 psf Floor Total Load
Wind:
200 mph from ASCE 7-10 code
i I
This package includes a Truss Index Sheet and 37 individual truss design drawings, together with the attached index of the Truss System
design drawings. I hereby certify that this serves as a cover sheet in accordance with Chapter 61 G15-31.003 of the Florida Board of
Professional Regulations.
11.'
mz�
49200
y
STATE OF
3`Al
s
IYWII�{1i
. • Date
Al 03/16/16
21 A1A 1 03/16/16
3
A2
03/16/16
4
A3
03/16/16
r:5
A4
03/16/16
S
Y
A5
03/16/16
7
A6
03/16/16
8
A7
03/16/16
9
61
03/16/16
10
CAA
03/16/16
11
CAB
03/16/16
12
CJ1C
03/16/16
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CJ1D
03/16/16
14
CJ3A
03/16/16
15
CJ313
03/16/16
16
CJ5A
03/16/16
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EJ3A
03/16/16
18
EJ5A
03/16/16
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ERA
03/16/16
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EJ713
03/16/16
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FJ1
03/16/16
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FJ2
03/16/16
231
FJ3
03/16/16
241
FJ4
03/16/16
251
FJ5
03/16/16
Note: Furthermore, the responsibility of the undersigned is solely limited to the
design of the truss components shown. The suitability and use of these
trusses for any building is the responsibility of the building designer.
Delegated Engineer: T. Stiles Peet, P.E.
Stiles Engineering Group, Inc.
FL Reg Nos: PE# 49200 CA# 27788
404 SW Camden Ave. Stuart, FL 34994
TEL: 772-223-9883 FAX:772-223-9502
HomeBASE by Alpine Page 1 of 1
JOb:(Kt3U33U) /GUAS I AL t3U1LUtK5 / Al
Value Set: 13B (Effective 611/2013)
Top chord 2x6 SP #2
Bot chord 2x6 SP #2 :B2 2x6 SP M-26::B3 2x4 SP #2:
Webs 2x4 SP #3 :W2 2x4 SP #2:
Lumber value set "'I 3B" uses design values approved 1 /30/2013 by ALSO
Special loads
-(Lumber
Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From
95 plf at 0.00 to 95 plf at 10.56
TC- From
95 plf at 10.56 to 95 plf at 16.00
TC- From
95 plf at 16.00 to 95 plf at 21.44
TC- From
95 pif at 21.44 to 95 plf at 32.00
BC- From
20 plf at 0.00 to 20 plf at 10.00
BC- From
20 plf at 10.00 to 20 plf at 10.96
BC- From
80 plf at 10.96 to 80 plf at 12.17
BC- From
120 plf at 12.17 to 120 pit at 19.92
BC- From
80 plf at 19.92 to 80 plf at 21.13
BC- From
20 plf at 21.13 to 20 plf at 22.00
BC- From
20 plf at 22.00 to 20 plf at 32.00
Wind loads and reactions based on both MWFRS and C&i
r
2'4" +1 4'9"2 i 8'10"14
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S UAYOUT
P
All plates are 5X7 except as noted.
200 mph wind, 39.22 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP D,
wind TC DL=5.0 psf, wind BC DL=5.0 psf.
Left and right cantilevers are exposed to wind
Calculated horizontal deflection is 0.16" due to live load and 0.16" due to dead load.
(a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
16'
8'10"14 4'9„ 2 }►-, 2'4" --1
2, I _ 28' i
2 -1
I- 2'4" -1 9'6"4 11Y 4' i 4' 1112 9'6"4 2'4" -I
12' 8' �1 3' + 9' --�
32'
R=2301# U=2781# RL=801/-801# W=8"
(Rigid Surface)
R=2304# U=2784# W=8"
(Rigid Surface)
DESC. = Al SEQ = 92315
PLT. TYP.-WAVE DESIGN CRIT=CUST01VIlrPI-2007 FT/RT=20%(0%y10(0) QTY= 16 TOTAL= 16 REV. 15.01.01 C.0610.23 SCALE=0.1667
"WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
T STILES
TC LL 30.Opsf
REF
0
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, 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 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 160 A-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 ANSI/TPI 1-1995 SECTION 2.
" P E ET
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART, FL 34994
TC DL 15.0psf
BC DL 10.0psf
BC ILL O.Opsf
TOT.LD. 55.Opsf
DATE 03-09-2016
DRWG
ROOF & FLOOR TRUSS SYSTEMS
I O/A LEN. 32
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 288-4234
DUR.FAC. 1.25
JOB #: KB0330
SPACING 24.0"
TYPE COMN
r
IO0:(Kt3UJJU) /GUAS I AL bUILULKJ / AIA t If
Value Set: 13B (Effective 6/112013)
Top chord 2x6 SP M-26
Bot chord 2x6 SP #2
Webs 2x4 SP #3 :W3 2x6 SP M-26:
Lumber value set "13B" uses design values approved 1/3012013 by ALSC
(a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T' reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'SV AYOUT
r
200 mph wind, 39.22 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP D
wind TC DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on both MWFRS and C&C.
Left and right cantilevers are exposed to wind
(b) Continuous lateral restraint equally spaced on member. Or 1 x4 #3SRB SPF-S or better "T" reinforcement. 80% length of
web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC.
In lieu of rigid ceiling use pudins to brace BC @ 24" OC.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
16, -I- 16,
2'4" 2-4" 1 5,8" — + 5'8" i
7'1"3 "i 4'10"13 i 2,4" ---I
2' _ _ 28' 2' �{
�- 2,4" +_ 2'4" + 5'8" 5'8'. + 1'8" f' 7'1"3 i 4'10"13 2,4" �{
�— 4,8" - + 13' + 14,4"
32'
R=1842# U=2206# RL=801/-801# W=8"
(Rigid Surface)
R=1842# U=2206# W=8"
(Rigid Surface)
DESC. = A1A SEQ = 97870
PLT. TYP: WAVE DESIGN CRIT=CUSTOMRPI-2007FT/RT=20%(0%)/10(0) QTY= 5 TOTAL= 5 REV. 15.01.01C.0611.00 SCALE=0.1875
"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.Opsf
REF
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 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 NDS (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
P E ET
CERTIFICATION
# 49200
TIC DL 15.Opsf
BC DL 10.0psf
BC ILL O.Opsf
TOT.LD. 55.Opsf
DATE 03-09-2016
DRWG
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. 32
4175 MARTIN HIGHWAY
DUR.FAC. 1.25
JOB #: KB0330
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 288-4234
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-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 ANSIlrPI 1-1995 SECTION 2.
404 SW CAMDEN AVE
STUART, FL 34994
SPACING 24.011
TYPE COMN
f I
JOD:(KtfU.53U) IUUAJ I AL CUILUtKb / AL
Value Set: 13B (Effective 6/1/2013)
Top chord 2x6 SP M-26 :T3 2x6 SP #2:
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Lumber value set "13131" uses design values approved 1/30/2013 by ALSC
In lieu of rigid ceiling use purlins to brace BC @ 24" OC.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
I HIS UWG. PRLPAREU BY I HE ALPINt JUB Ut51UNtK 1'KUGRAM FRUM 1 KU65 MFK'5 L"AYUU I .
200 200 mph wind, 38.93 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D,
wind TC DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on both MWFRS and C&C.
Left and right cantilevers are exposed to wind
(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T' reinforcement. 80% length of
web member. Attached with 8d Box or Gun (0.113"x2.5" ,min.)naits @ 6" OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
15, —1_ 2' 1 15,
f — 2'4" — 1 6'4"14 i 672 2' 6'3"2 + 6'4"14 1 2'4"
[- - 74" -1 6'4"14 -i- 6'3„2 -i- 2' -I- 6'3"2 -f- 6'4„14 -i- 2'4" ----1
32'- _1
R=1842# U=2205# RL=7501-750# W=8" R=1842# U=2205# W=8"
(Rigid Surface) (Rigid Surface)
DESC. = A2 SEQ = 92343
PLT. TYP.-WAVE DESIGN CRIT=CUSTOMNP1.2007FT/RT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=0.2500
..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
TC LL 30.Opsf
REF
DATE 03-09-2016
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 A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
" P E ET
TC DL 15.Opsf
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 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 160 A-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 ANSI/TPI 1-1995 SECTION 2.
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART, FL 34994
BC LL O.Opsf
TOT.LD. 55.0psf
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. 32
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 288-4234
DUR.FAC. 1.25
JOB #: KB0330
SPACING 24.0"
TYPE HIPS
JOb:(KBU33U) A:UAS I AL BUILULKS / A3 V y�r
Value Set: 13B (Effective 6/1/2013)
Tap chord 2x6 SP #2
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
(a) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T' reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC.
Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
200 mph wind, 38.34 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 9.00 It from roof edge, RISK CAT II, EXP D,
wind TIC DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on both MWFRS and C&C.
Left and right cantilevers are exposed to wind
(b) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of
web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC.
In lieu of rigid ceiling use puriins to brace BC @ 24" OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
13' 6' 13'
�-- 2,4" 1 54"14 + 5'3"2 + 6' + 5'3"2 i 5'4"14 i 2'4" ----{
1---- 2'4" 1 1018" i 6'i 10'8" i 2'4" --1
32'
R=1897# U=2202# RL=648/-648# W=8" R=1888# U=2202# W=8"
(Rigid Surface) (Rigid Surface)
DESC. = A3 SEQ = 92340
PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/rP1-2007FT/RT=20%(0%)/10(0) QTY= 2 TOTAL= 2 REV. 15.01.01C.0610.23 SCALE=0.2500
**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.Opsf
REF
DATE 03-09-2016
0
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
P E ET
TIC DL 15.Opsf
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 TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM.A553 GR40 GALV. STEEL
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-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 ANSI/TPI 1-1995 SECTION 2.
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART, FL 34994
BC LL O.Opsf
TOT.LD. 55.Opsf
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. 32
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 288-4234
DUR.FAC. 1.25
JOB #: KB0330
SPACING 24.011
ITYPF HIPS
IDb:(Kl3U:i3U) /C.:UAS I AL bUILUtKb / A4 0
r R
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S irAYOUT
Value Set: 13B (Effective 6/112013)
Top chord 2x6 SP #2
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Bottom chard checked for 10.00 psf non -concurrent live load.
200 mph wind, 37.76 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, R
wind TC DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on both MWFRS and C&C.
Left and right cantilevers are exposed to wind
In lieu of rigid ceiling use purlins to brace BC @ 24" OC.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
11' -1 10, -i ill
f- 2W' ,1 4W'14 -1 4,3"2 5' + 5' 4,3"2 4,4"14 1 2'4"---{
�-- 2 bx/ 142„ _e+ 13'10" =5X7 2' --1
f-- 2,4„ 1 8.81, 5'
R=1000# U=1104# RL=546/-546# W=8"
(Rigid Surface)
32'
R=1755# U=2200# W=8"
(Rigid Surface)
5'
8.81.1 2,4"
R=996# U=1105# W=8"
(Rigid Surface)
CAT II, EXP D,
DESC. = A4 SEQ = 92331
PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/TPI-2007 F 1RT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0610.23 SCALE=0.2500
**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
TC LL 30.Opsf
REF
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 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 NDS (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
" P E ET
CERTIFICATION
# 49200
TC DL 15.Opsf
BC DL 10.0psf
BC LL 0.0psf
TOT.LD. 55.Opsf
DATE 03-09-2016
DRWG
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. 32
4175 MARTIN HIGHWAY
DUR.FAC. 1.25
JOB #: KB0330
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX (772) 288-4234
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
BUILD NIG ES GNER,LITY AND E OF THIS PER S RPI 1-01995 SECOT ON Y. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
404 SW CAMDEN AVE
STUART, FL 34994
SPACING 24.0"
TYPE HIPS
•
)OD:(KbU33U) /L:UAJ I AL CUILUtK7 / A5
Value Set: 13B (Effective 6/1/2013)
Top chord 2x6 SP #2
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
In lieu of rigid ceiling use pudins to brace BC @ 24" OC.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LwAYOUT
200 mph wind, 38.05 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D,
wind TC DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on both MWFRS and C&C.
Left and right cantilevers are exposed to wind
(a) Continuous lateral restraint equally spaced on member. Or tx4 #3SRB SPF-S or better "T" reinforcement. 80% length of
web member. Attached with Bd Box or Gun (0.113"x2.5",min.)nails @ 6" OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 38.05 ft. from roof edge.
12' i- 1 -i 8' 11'
—2'4" + 4-10" 4'10" i 1. 81 472 1 . 4,4"14 1. 2,4"--i
1-2,4" ,1 918„ „11 + 8, 8'8" „1 2,4„_„
32' I
R=1842# U=2005# RL=597/-594# W=8" R=1842# U=2018# W=8"
(Rigid Surface) (Rigid Surface)
DESC. = A5 SEQ = 92350
PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/rP1-2007FT/RT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=0.2500
"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
TC LL 30.Opsf
REF
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 A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
.
P E ET
TC DL 15.Opsf
BC DL 10.0psf
DATE 03-09-2016
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 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 0.0psf
TOT,LD. 55.0psf
ROOF & FLOOR TRUSS SYSTEMS
I 0/A LEN. 32
4175 MARTIN HIGHWAY
DUR.FAC. 1.25
JOB #: KB0330
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 288-42,34
DESIGN, POSITION CONNECTORS PER DRAWINGS 150 A-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 ANSIfrPI 1-1995 SECTION 2.
404 SW CAMDEN AVE
STUART, FL 34994
SPACING 24.0��
TYPE MONO
J0D:(IV3U33U) JI:UAZ) 1 AL tfUlLUtrCJ J AU
Value Set: 13B (Effective 6/1/2013)
Top chord 2x6 SP #2 :T2 2x6 SP M-26:
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
(b) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "'I" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC.
#1 hip supports 9-0-0 jacks W/2 panel TC and no end vent.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
9'
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S IrAYOUT
200 mph wind, 37.18 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP-5'. wind TC
DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on MWFRS.
Left and right cantilevers are exposed to wind
(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of
web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC.
In lieu of rigid ceiling use puffins to brace BC @ 24" OC.
Left side jacks have 9-0-0 setback with 2-0-0 cant and 0-0-0 overhang. End jacks have 9-0-0 setback with 2-0-0 cant and
0-0-0 overhang. Right side jacks have 9-0-0 setback with 2-0-0 cant and 0-0-0 overhang.
14' .,j.. 9,
f-- 2,4" — '1 6'8" i 7' 7' -
-1 2'4" ---J
f— 2'4" ,1" 618" i 7 7, -i 6-8, + 2'4" --i
9'
R=1524# U=1738# W=8"
(Rigid Surface)
742A
32'
14'
R=3886# U=4469# W=8"
(Rigid Surface)
9'
R=1561# U=1738# W=8"
(Rigid Surface)
DESC. = A6 SEQ = 92337
PLT. TYP.-WAVE DESIGN CRIT=CUSTOMrTPI.2007FT/RT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=0.2500
**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
TC LL 30.Opsf
REF
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 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 NDS (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 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY
LI DESIGNER, OF HIS CPI COMPONENT
SECTION ORANY 2 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
,
P E ET
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART, FL 34994
TC DL 15.Opsf
BC DL 10.Opsf
BC LL O.Opsf
TOT,LD. 55.Opsf
DATE 03-09-2016
DRWG
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. 32
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
-4 FAX: (772) 288234 -
DUR.FAC. 1.25
JOB #: KB0330
SPACING 24.011
TYPE HIPS
)D:(Ilt3U.53U) /UUMO I ML t3UILUt110 / Af
Value Set: 13B (Effective 6/1/2013)
Top chord 2x6 SP M-26
Bot chord 2x6 SP M-26 :B3 2x6 SP #2:
Webs 2x4 SP #3 :W1, W2, W5, W6, W12 2x4 SP #2:
Lumber value set "13131" uses design values approved 1/30/2013 by ALSC
Special loads
-(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25)
TC- From 95 plf at 0.00 to 95 plf at 9.04
TC- From 47 plf at 9.04 to 47 pit at 12.00
TC- From 47 plf at 12.00 to 47 plf at 15.00
TC- From 47 plf at 15.00 to 47 plf at 23.00
TC- From 95 plf at 23.00 to 95 plf at 32.00
BC- From 20 plf at 0.00 to 20 plf at 9.04
BC- From 10 pit at 9.04 to 10 plf at 22.96
BC- From 20 plf at 22.96 to 20 plf at 32.00
TC- 911.81 lb Conc. Load at 9.04
TC- 256.73 lb Conc. Load at 11.09,13.09
TC- 258.41 lb Conc. Load at 15.09
TC- 181.69 lb Conc. Load at 16.91
TC- 278.19 lb Conc. Load at 18.91,20.91
TC- 475.44 lb Conc. Load at 22.96
BC- 294.81 lb Conc. Load at 9.04
BC- 137.46 lb Conc. Load at 11.09,13.09,15.09
BC- 187.13 lb Conc. Load at 16.91
BC- 156.72 lb Conc. Load at 18.91,20.91
BC- 60.10 lb Conc. Load at 22.96
In lieu of rigid ceiling use pudins to brace BC @ 24" OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
I HIS UWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S'MYOUT
200 mph wind, 38.05 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP D,
wind TC DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on MWFRS.
Left and right cantilevers are exposed to wind
(b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T' reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC.
(a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
9124 2570 1821 278#
g,0„8 '0'W 2 t - 15' 14� 227 + 2 y 2 eZ 9'0"9
1- 12' 1 3' 1 8' 9'
r24-j--4'10"-+I�4'10"13'+1 4'- 1 4'1 618.. '1 2W'
=H0714
12 O T2 T3 T4
�H1010 O 8 CB
7
,oH0710 WS
T1 ) W7 W W ) T6 o f0 io
G�8X8 (a) W4 a - W7 (a) Okt8X85(A1)
W2 1
IIIH0710 B1 =6X8 B3 IIIH 7710
2' I 2'
- 28.
82
21�- 4'10" �� 4'10" ---�1 3' - 1 4' �I� 4' '�' 6'8" ��
32'
9.0118 2'0"8 2' 2' 1'9"1 2' 2' 2'011
29„� 737 137# 737 1870 157 157# 600
R=3684# U=4600# W=8" R=3353# U=4273# W=8"
(Rigid Surface) (Rigid Surface)
DESC. = A7 SEQ = 92359
PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/rP1-2007FT/RT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=0.1250
ZARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. FER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
T STILES
TC LL 30.Opsf
REF
0
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, 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 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 160 A-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 ANSIIrPI 1-1995 SECTION 2.
.
P E ET
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART, FL 34994
TC DL 15.Opsf
BC DL 10.0psf
BC LL 0.0psf
TOT.LD. 55.0psf
DATE 03-09-2016
DRWG
ROOF 8 FLOOR TRUSS SYSTEMS
O/A LEN. 32
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 288-4234
DUR.FAC. 1.25
JOB #: KB0330
SPACING 24.0"
TYpE MONO
1013:(KBU33U) /L:UAS I AL bUILUtKS / tSl
F ti
Value Set: 13B (Effective 6/1/2013)
Top chord 2x6 SP #2 :T2 2x4 SP #2:
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
200 mph wind, 39.18 It mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP D,
wind TC DL=5.0 psf, wind BC DL=5.0 psf.
Left and right cantilevers are exposed to wind
Bottom chord checked for 10.00 psf non -concurrent live load.
6'11"13
6'10"8
THIS DWG. PREPARED BY THE ALPINE JUB UESIGNER PRUGRAM FROM TRUSS MFI
Special loads
—(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25)
TC- From 95 pIf at 0.00 to 95 pIf at 6.88
TC- From 47 plf at 6.88 to 47 plf at 8.13
TC- From 95 pIf at 8.13 to 95 plf at 15.00
BC- From 20 plf at 0.00 to 20 plf at 6.98
BC- From 10 plf at 6.98 to 10 plf at 8.02
BC- From 20 pif at 8.02 to 20 plf at 15.00
TC- 247.89 lb Conc. Load at 6.98. 8.02
BC- 149.88 lb Conc. Load at 6.98, 8.02
Wind loads and reactions based on MWFRS.
In lieu of rigid ceiling use puriins to brace BC @ 24" OC.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
248#
2
— 1'0"7 6'11"12 -
6'10"8
2,4• i 4'6"8 {-- 1'3" + 4,6"6 + 2'4"
2,4" i4,6"8 -I- TY 4W8
15,
2'4"
6'11"13 1'076'11"12 -
1501
tsoa
R=1239# U=2241# W=8"
(Rigid Surface)
R=1239# U=2242# W=8"
(Rigid Surface)
DESC. = 61 SEQ = 92263
PLT. TYP: WAVE DESIGN CRIT=CUSTOMrrPI-2007 FT/RT=20%(0%)110(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0610.23 SCALE=0.3750
**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
TC LL 30.Opsf
REF
DATE 03-09-2016
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 A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
.
P E ET
TC DL 15.Opsf
BC DL 10.0psf
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 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 160 A-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 ANSI/TPI 1-1995 SECTION 2.
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART, FL 34994
BC LL O.Opsf
TOT.LD. 55.Opsf
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. 15
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 288-4234
DUR.FAC. 1.25
JOB #: KB0330
SPACING 24.0"
TYPE HIPS
JOb:(KbU33U) /L:UA51 AL tSUILUl=K j / t-
Value Set: 13B (Effective 611/2013)
Top chord 2x6 SP #2
Bot chord 2x6 SP #2
Webs 2x4 SP #3
:Lt Bearing Leg 2X6 SP #2:
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Truss must be installed as shown with top chord up.
t "i 6,8„
LI=584# NAILED
io Zo m
�„6i6,2„8-�
F-7'i
R=369# U=665# W=8" R=137# U=40# NAILED
(Rigid Surface)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
200 mph wind, 40.98 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC
DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on both MWFRS and C&C.
(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of
web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC.
In lieu of rigid ceiling use puriins to brace BC @ 24" OC.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
DESC. = FJ1 SEQ = 92274
PLT. TYP.-WAVE DESIGN CRIT=CUSTOMUPI-2007FT/RT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=0.2500
..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
TC LL 30.Opsf
REF
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 A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
.
P E ET
TC DL 15.0psf
BC DL 10.Opsf
DATE 03-09-2016
,
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 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
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. 7
4176 MARTIN HIGHWAY
DUR.FAC. 1.25
JOB #: KB0330
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX. (772) 288-4234
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABIILI DESIGNER, POF ER HI S1COMPONENT FOT OANY N 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
404 SW CAMDEN AVE
STUART, FL 34994
SPACING 24.0°
TYPE SPEC
IOD:(1\bUJJV) A UAJ I AL t5UILUtKZ3 / t-JL
Value Set: 13B (Effective 611/2013) i
Top chord 2x6 SP #2
Bot chord 2x6 SP #2
Webs 2x4 SP #3
:Lt Bearing Leg 2X6 SP #2:
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
4"
Truss must be installeb a shown with top chord up. 68
rn
iV
V
9"8
1 9"6+
6'2"a
7'
R=369# U=654# W=8"
(Rigid Surface)
DESC. = FJ2
PLT. TYP.-WAVE
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 288-4234
DESIGN CRIT=CUSTOMRPI-2007 FT/RT=20%(0%)11x0)
J=584# NAILED
m m m
0 0 0
io io io
R=137# U=40# NAILED
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT ,
200 mph wind, 40.88 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TIC
DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on both MWFRS and C&C.
(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T' reinforcement. 80% length of
web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC.
In lieu of rigid ceiling use puriins to brace BC @ 24" OC.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
QTY= 1 TOTAL= 1
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
D1ONOFR10 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, 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 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 160 A-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
T. STILES
PEET
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART, FL 34994
REV. 15.01.01 C.0610.23
SEQ = 92277
SCALE=0.3750
TIC LL
TIC DL
BC DL
BC LL
TOT.LD.
30.Opsf
15.Opsf
10.Opsf
O.Opsf
55.Opsf
REF
DATE 03-09-2016
DRWG
O/A LEN. 7
DUR.FAC.
1.25
JOB #: KB0330
SPACING
24.0"
TYPE SPEC
IOD:(r%bU3.SU) /UUAJ I AL t3UILUtr(J / r-JO '
Value Set: 13B (Effective 6/1/2013)
Top chord 2x6 SP M-26
Bot chord 2x6 SP #2
Webs 2x4 SP #2 :W2 2x4 SP #3:
:Lt Bearing Leg 2X6 SP #2:
Lumber value set "1313" uses design values approved 1/3012013 by ALSC
Truss must be installed as shown with top chord up.
F4° 6,8.,
9"8 I 678
J=821# NAILED
m cn ,n
m m m
iN in rn
+ 6'2"6
7'
R=369# U=915# W=8" R=135# U=45# NAILED
(Rigid Surface)
DESC. = FJ3
PLT. TYP.-WAVE
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 288-4234
DESIGN CRIT=CUSTOMrrPI-2007 FT/RT=20%(0%y10(0)
I HI5 UWG. PKEPAREU 13Y I Fit ALPINt JUC UtSIUNtK PKUGKAM FROM TRUSS MFR'§'LAYOUT r
ai
J 200 mph wind, 39.82 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D,
wind TC DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on both MWFRS and C&C.
In lieu of rigid ceiling use purlins to brace BC @ 24" OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
1 TOTAL= 1
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
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, 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 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 160 A-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
T. STILES
PEET
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART, FL 34994
REV. 15.01.01C.0610.23
SEQ = 92271
SCALE=0.3750
TC LL
TC DL
BC DL
BC LL
TOT.LD.
30.Opsf
15.Opsf
10.Opsf
O.Opsf
55.Opsf
REF
DATE 03-09-2016
DRWG
O/A LEN. 7
DUR.FAC.
1.25
JOB #: KB0330
SPACING
24.0"
TYPE SPEC
JOD:(ISCU33U) /UUAJ I AL LSUILUtKJ / t-J4
Value Set: 13B (Effective 6/112013)
Top chord 2x6 SP #2
Bot chord 2x6 SP #2
Webs 2x4 SP #3
:Lt Bearing Leg 2X6 SP #2:
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Truss must be installed as shown with top chord up.
F4„
6'8^
9.18
8'2"8
9"e
6'2"6
7'
R=369# U=661# W=8"
(Rigid Surface)
a THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFKS LAYOUT ,
200 mph wind, 39.71 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC
DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on both MWFRS and C&C.
In lieu of rigid ceiling use purlins to brace BC @ 24" OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
U=583# NAILED
rn rn rn
00 m m
rn rn rn
R=137# U=37# NAILED
DESC. = FJ4 SEQ = 92280
PLT. TYP.-WAVE DESIGN CRIT=CUSTOMrrPI-2007 FT/RT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0610.23 SCALE=0.3750
"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
TC LL 30.0 sf
p
REF
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 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 NDS (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 160 A-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 ANSIIrPI 1-1995 SECTION 2.
.
P E E T
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART, FL 34994
TC DL 15.Opsf
BC DL 10.Opsf
BC LL O.Opsf
TOT,LD. 55.Opsf
DATE 03-09-2016
DRWG
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. 7
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 288-4234
DURTAC. 1.25
1 JOB #: KB0330
SPACING 24.0��
TYPE SPEC
/(.:UAS IAL bUILULKS / t-Jb
Value Set: 13B (Effective 6/1/2013)
Top chord 2x6 SP #2
Bot chord 2x6 SP #2
Webs 2x4 SP #3
:Lt Bearing Leg 2X6 SP #2:
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
F "1 . 4'8"5 1
9.18 4713 + 1'11"11 --]
12
7 F�-
R=182# U=318# NAILED
0 00
N 91 P m
V
i�
'v
f 9..8 + 4'2"13 1'11"11
7'
R=387# U=597# RL=185/-48# W=8" R=187# U=302# NAILED
(Rigid Surface)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'8 LAYOUT .
200 mph wind, 39.23 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC
DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on both MWFRS and C&C.
In lieu of rigid ceiling use pudins to brace BC @ 24" OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
DESC. = FJ5 SEQ = 92284
PLT. TYP.-WAVE / DESIGN CRIT-CUSTOMrrPI-2007 FT/RT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0610.23 SCALE=0.3750
"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
TC LL 30.0 Sf
p
REF
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 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 NDS (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
.
P E ET
CERTIFICATION
# 49200
TC DL 15.Opsf
BC DL 10.0psf
BC LL O.Opsf
TOT.LD. 55.Opsf
DATE 03-09-2016
DRWG
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. 7
4175 MARTIN HIGHWAY
DURTAC. 1.25
JOB #: KB0330
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX. (772) 288-4234
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY
UILDNG DESIGNER,DUSE OF THIS
S1COMPONENT FOR ANY
ON 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
404 SW CAMDEN AVE
STUART, FL 34994
SPACING 24.0��
TYPE SPEC
Job:(KB0330) /G(JASIAL BUILDERS / FJ6
Value Set: 13B (Effective 6/1/2013)
Top chord 2x6 SP #2
Bot chord 2x6 SP #2
Webs 2x4 SP #3
:Lt Bearing Leg 2X6 SP #2:
Lumber value set "138" uses design values approved 1/30/2013 by ALSC
Truss must be installed as shown with top chord up.
�4" 4,8„
1'- 9"8 1 4'2"8 _I
J=719# NAILED
9"8 + 41"12 42
5, _ I
R=261# U=843# W=8" R=93# U=46# NAILED
(Rigid Surface)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
200 mph wind, 38.65 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC
DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on both MWFRS and C&C.
In lieu of rigid ceiling use purlins to brace BC @ 24" OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
DESC. = FJ6 SEQ = 92268
PLT. TYP.-WAVE DESIGN CRIT-CUSTOWMI-2007FT/RT=20%(0%)H0(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=0.5000
..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
TC LL 30.Opsf
REF
DATE 03-09-2016
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 A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
=
P E ET
TC DL 15.Opsf
BC DL 10.0psf
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 160 A-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 ANSIfrPI 1-1995 SECTION 2.
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART, FL 34994
BC LL O.Opsf
TOT.LD. 55.Opsf
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. 5
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 288-4234
DUR.FAC. 1.25
JOB #: KB0330
SPACING 24.0"
TYpE SPEC
JOD:(Kt3U.5JU) /UUAS I AL bUIILUtKS / NJ JA
Value Set: 13B (Effective 611/2013)
Top chord 2x6 SP #2
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC
200 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D,
wind TC DL=5.0 psf, wind BC DL=5.0 psf.
s1D#
In lieu of rigid ceiling use 4'215 j
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
11
3'8"8
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'$ LAYOUT +
All plates are 3X7 except as noted.
Special loads
—(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 91 plf at 0.00 to 91 plf at 7.01
BC- From 20 plf at 0.00 to 20 plf at 7.01
TC- 610.01 lb Conc. Load at 4.24
BC- 123.24lb Conc. Load at 4.24
Wind loads and reactions based on MWFRS.
— 2'9"3Left eantilevef Is expesod to wind
Bottom chord checked for 10.00 psf non -concurrent live load.
3'1"14
3'3"10
R=134/-31# U=75# NAILED
W fV lV N
m
tV
1 3'8"8 - � l + 3'3"10 - 1
t- 7'0"2
4'2"15 i2'9"3
123#
R=1509# U=1077# W=1'10"10
(Rigid Surface)
R=-62# Rw=77# NAILED
DESC. = HJ3A SEQ = 92384
PLT. TYP.-WAVE DESIGN CRIT=CUSTOWM.2007 FT/RT=20%(0%)110(0) QTY= 2 TOTAL= 2 REV. 15.01.01 C.0610.23 SCALE=0.7500
'
"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
TC LL 30.Opsf
REF
0
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, 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 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
.
P E ET
CERTIFICATION
# 49200
TC DL 15.Opsf
BC DL 10.Opsf
BC LL O.Opsf
TOT.LD. 55.Opsf
DATE 03-09-2016
DRWG
ROOF & FLOOR TRUSS SYSTEMS
I 0/A LEN. 70002
4175 MARTIN HIGHWAY
DUR.FAC. 1.25
JOB #: KB0330
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 288-42,34
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUILDUITABILITY
DESIGNER, USE OF THIS CPI COMPONENT
SEFOR ANY CTION 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
404 SW CAMDEN AVE
STUART, FL 34994
SPACING 24.0��
TYPE HIP JACK
IOD:(Kt1U33U) IUUAJ I AL t3UILUtK6 / I W3C . THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S'LAYOUT
Value Set: 13B (Effective 6/1/2013) Negative reaction(s) of -422# MAX. (See below) from a non -wind load case requires uplift connection.
Top chord 2x6 SP #2 200 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP D, wind TC
Bot chord 2x6 SP #2 .2549 DL=5.0 psf, wind BC DL=5.0 psf.
Webs 2x4 SP #3 4'2" 15 2'9"3
Wind loads and reactions based on MWFRS.
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
378 I ea ..R.,ale.,e. ,6 expo to wind
In lieu of rigid ceiling use pudins to brace BC @ 24" OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets U360 li rtdr 3's"a
DESC.= HJ3B
PLT. TYP.-WAVE
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 2884234
3'2"14 + 3'9"4
7'0"2
4'2"15
-335#
R=491/-422# U=1348# W=11"5
(Rigid Surface)
DESIGN CRIT=CUSTOM/TPI-2DW
2'9"3
QTY= 1 TOTAL= 1
R=5/-62# U=191# NAILED
I!7 In N
� rn rn N
t+I C7 M
PI
R=12/-76# U=236# NAILED
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
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, 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 TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A553 GR40 GALV. STEEL
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-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
T. STILES
PEET
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART. FL 34994
REV. 15.01.01 C.0610.23
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"
SEQ = 92414
SCALE=0.7500
REF
DATE 03-09-2016
DRWG
O/A LEN. 70002
JOB #: KB0330
TYPE HIP JACK
a i•J�-2IIIN 1.uL13:174Pb'1
Value Set: 13B (Effective 6/112013)
Top chord 2x6 SP M-26
Bot chord 2x6 SP M-26
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC
In lieu of rigid ceiling use purlins to brace BC @ 24" OC.
Deflection meets U360 livpand t /240 total load. &voqB increase factor for de2(Joad is 1.50_ 2,9.15
6'3"5
I--- 3'2"13 i 6'51
I 3'2"13
6'5"1
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'SXAYOUT
Negative reaction(s) of -318# MAX. (See below) from a non -wind load case requires uplift connection.
200 mph wind, 39.17 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D,
wind TIC DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
Bottom chord checked for 10.00 psf non -concurrent live load.
27'1 —1
1- 9T'15
r 47"15 2'9"15 27'1
-s34#
4#
DESC.= HJ5A
PLT. TYP.-WAVE
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 288-4234
R=72# U=409# NAILED
N N �
N N V :r ;t N
tV O
R
R=538/-318# U=1813# W=11"5 R=90/-37# U=254# NAILED
(Rigid Surface)
DESIGN CRIT=CUSTOM/rP1-2007 FT/RT=20%(0%)11x0) QTY= 2 TOTAL= 2
-ER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
NOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
JCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
JELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A
'Y OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
3PONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
'H TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS
'H APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
J PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL
:EPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
31GN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
TABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
T. STILES
PEET
REV. 15.01.01 C.0610.23
TIC LL 30.Opsf
TIC DL 15.Opsf
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"
SEQ = 92260
SCALE=0.5000
REF
DATE 03-09-2016
DRWG
O/A LEN. 90715
JOB #: KB0330
TYPE HIP JACK
MY(KbU33U) /L:UAJ I AL bUILUtKJ / r1J /A I HIS UWG. HKtPAKtU BY I Hit ALPINt JUB UtNUNLK PRUURAM FROM TRUSS MFR'S UAYUUT
Value Set: 13B (Effective 6/1/2013) 200 mph wind, 37.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP D, wind TC
DL=5.0 psf, wind BC DL=5.0 psf.
Top chord 2x6 SP M-26
Bot chord 2x6 SP #2 Wind loads and reactions based on MWFRS.
Webs 2x4 SP #3
Left cantilever is exposed to wind
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
In lieu of rigid ceiling use purlins to brace BC @ 24" OC.
The following members need concentrated loads at the heel: 5-0-0 span/setback member on the 1-11-8 cant side requires 66
Ibs and the 5-0-0 span/setback member on the 1-11-8 cant side requires 66 lbs. Sub -fascia beam assumptions: 5-0-0 sub -fascia beam on the 1-11-8 cantilever side. 5-0-0 sub -fascia beam on the 1-11-8
cantilever side.
Hipjack supports 8-11 4setbackjacks with 1-11-8 cantilever one face; 1-11-8 cantilever opposite face.
r
12'8" Deflection_rtteets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
9'3"6
�-- 3'2"14 i 9'5"2
R=649/-27# U=1011# NAILED
m m m
N in N in
N
3'2"14 i9'5"2 -i
12'8°
R=802# U=1060# W=11"5 R=160# NAILED
(Rigid Surface)
DESC. = HJ7A SEQ = 92327
PLT. TYP.-WAVE DESIGN CRIT=CUSTOMfTPI-2007 FT/RT=20%(0%)110(0) QTY= 3 TOTAL= 3 REV. 15.01.01 C.0610.23 SCALE=0.3750
**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 30.0psf
REF
DATE 03-09-2016
O
WrdWITH
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
°
P E ET
TIC DL 15.Opsf
BC DL 10.0psf
DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
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 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 160 A-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 ANSI/TPI 1-1995 SECTION 2.
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART, FL 34994
BC LL O.Opsf
TOT.LD. 55.Opsf
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. 120600
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 288-4234
DURYAC. 1.25
JOB #: KB0330
SPACING 24.0"
TYPE HIP JACK
/L;UAJ IAL t5UILUtKS / NJ/ti
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP M-31 :T2 2x4 SP #2:
Bot chord 2x4 SP M-31 :82 2x4 SP #2:
Webs 2x4 SP #3 :W1, W2 2x4 SP #2:
Lumber value set "138" uses design values approved 1/30/2013 by ALSC
Left and right cantilevers are exposed to wind
See DWGS A18030ENC101014 & GBLLETIN1014 for gable wind bracing requirements.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1.50.
All wind load cases on this truss have a 1.33 duration factor.
-2544 153# 365#
�--- 4'2"15 -{- 2'9"15 #-- 2'915 — -#2'9"3 - �{
1 6'1"7 -I
3'2"14 - I - 3'1"15 6'3"3
R=413# U=426# NAILED
in in n
01 b1 b)
En rn rn
III
�- 3'2"14 i 3'1"15 1 3'5"4 + 2'9"15 —�{
12'8"
4'2"15 . j -- 2,915 79"15 j 2'9"3
335# 1270
R=540# U=1919# W=11"5 R=614# U=1190# W=11"5
(Rigid Surface) (Rigid Surface)
R=39# NAILED
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS
All plates are 1.5X4 except as noted.
(") 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.
170 mph wind, 18.52 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on both MWFRS and C&C.
Truss designed to support 8" maximum gable end overhang
In lieu of structural panels or rigid ceiling use puriins
to laterally brace chords as follows:
CHORD SPACING(IN OC) START(FT) END(FT)
BC 47 0.00 38.17
Apply puriins to any chords above or below fillers
at 24" OC unless shown otherwise above.
DESC. = HJ7B SEQ = 92346
PLT. TYP.-WAVE DESIGN CRIT=CUSTOWP1-2007 FT/RT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0610.23 SCALE=0.2500
"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
TC LL 30.Opsf
REF
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 A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
.
P E E T
TC DL 15.Opsf
BC DL 10.Opsf
DATE 03-09-2016
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 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
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. 120800
4175 MARTIN HIGHWAY
DUR.FAC. 1.25
JOB #: KB0330
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX. (772) 288-4234
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-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 BUILDING DESIGNER, PER ANSI/TPI RPI COMPONENT-1995 SECT ON 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
404 SW CAMDEN AVE
STUART, FL 34994
SPACING 24.0"
TYPE HIP JACK
Job:(KB0330) /COASTAL BUILDERS / CJ 1A ' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT i
Value Set: 13B (Effective 611/2013) Negative reaction(s) of -341# MAX. (See below) from a non -wind load case requires uplift connection.
Top chord 2x6 SP #2 200 mph wind, 36.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP D, wind TC
Bot chord 2x6 SP #2 DL=5.0 psf, wind BC DL=5.0 psf.
Webs 2x4 SP #3
Wind loads and reactions based on both MWFRS and C&C.
Lumber value set 13B" uses design values approved 1/30/2013 by ALSC
I- — 6"4 Left cantilever is exposed to wind
In lieu of rigid ceiling use puriins to brace BC @ 24" OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets U360 lip and 1 /240 total load. Creep4increase factor for dead loa 1.508- _---
R=322# Rw=200# U=387# NAILED
1113X10
12 T1
7
0 0 0 0
N N fV tV (V
O
tV
=3X5(A1 W1
_r
0
1 U31
B1
2 `
2'4" E„
3'
R=991# Rw=1274# U=664# RL=291/-74# W=8"
(Rigid Surface)
R=-341# Rw=292# U=514# NAILED
DESC. = CJ1A SEQ = 92217
PLT. TYP.-WAVE DESIGN CRIT=CUSTOWPI-2007FTIRT=20%(0%u10(0) QTY= 10 TOTAL= 10 REV. 15.01.01C.0610.23 SCALE=1.0000
"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
TC LL 30.Opsf
REF
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
.
TC DL 15.Opsf
DATE 03-09-2016
0
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
P E ET
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
O.Opsf
WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL
CERTIFICATION
# 49200
BC LL
55.Opsf
ROOF 8 FLOOR TRUSS SYSTEMS
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
TOT.LD.
O/A LEN. 3
4175 MARTIN HIGHWAY
DURYAC. 1.25
JOB #: KB0330
PALM CITY, FL 34990
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
404 SW CAMDEN AVE
OFF: (772) 286-3700
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
STUART, FL 34994
SPACING 24.0"
TYPE JACK
FAX. (772) 288-4234
AND OF THIS P-019NENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
BSUITABILITY
UILDING DES GNERE A S RPI 95 SECT ON 2.
Job:(KB0330) /COASTAL BUILDERS / CJ 1 B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'6 LAYOUT
Value Set: 13B (Effective 611/2013) Negative reaction(s) of -340# MAX. (See below) from a non -wind load case requires uplift connection.
Top chord 2x6 SP #2 200 mph wind, 38.05 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC
Bot chord 2x6 SP #2 DL=5.0 psf, wind BC DL=5.0 psf.
Webs 2x4 SP #3
Wind loads and reactions based on both MWFRS and C&C.
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Left cantilever is exposed to wind
In lieu of rigid ceiling use purlins to brace BC @ 24" OC. f~ 6"4
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets U360 IiYe and U240 total load. Creep increase factor for dead loa Is 1.50.
r 4" 8„
R=-323# Rw=211# U=398# NAILED
1113X10
12 T1
7
N N N N
N fV IV (V
W1
T
N
I�
I L31
111
=3X5(D1) B1
2,
2'4"
j— 3'
R=991# Rw=1302# U=694# RL=294/-75# W=8"
(Rigid Surface)
R=-340# Rw=304# U=526# NAILED
DESC. = CJ1 B SEQ = 92247
PLT. TYP: WAVE DESIGN CRIT=CUSTOMrrPI-2D07 FT/RT=20%(0%)/10(0) QTY= 4 TOTAL= 4 REV. 15.01.01 C.0610.23 SCALE=1.0000
"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
TC LL 30.Opsf
REF
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
TC DL 15.Opsf
DATE 03-09-2016
O
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
P E ET
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
O.Opsf
WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL
CERTIFICATION
# 49200
BC LL
ROOF & FLOOR TRUSS SYSTEMS
TOT.LD. 55.Opsf
O/A LEN. 3
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
404 SW CAMDEN AVE
DUR.FAC. 1.25
JOB #: KB0330
OFF: (772) 286-3700
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
STUART, FL 34994
SPACING 24.0"
TYPE JACK
FAX: (772) 288-4234
COMPONENT FOR ANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER, PER ANSI/TPI RPI SECTION 2.
Job:(KB0330) /COASTAL BUILDERS / CJ1 C ` ' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 13B (Effective 6/1/2013) The maximum horizontal reaction is 392#
Top chord 2x6 SP #2 200 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC
Bot chord 2x6 SP #2 DL=5.0 psf, wind BC DL=5.0 psf.
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on both MWFRS and C&C.
In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Left cantilever is exposed to wind
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non -concurrent live load.
•••'• BEARING ANALOG MODIFIED! '•'••
R=305# U=792# Rh=392# RL=434/-674# NAILED
12
5 T1
m m m m
-
=3X5(A1
T
I
M
ID
1
e,
3'
3,
R=62# Rw=94# U=48# Rh=-392# RL=1023/-456# W=T
(Rigid Surface)
DESC. = CJ1C SEQ = 92375
PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/TPI-2007FT/RT=20%(0%)H0(0) QTY= 2 TOTAL= 2 REV. 15.01.01C.0610.23 SCALE=1.0000
'
**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
TC LL 30.Opsf
REF
DATE 03-09-2016
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
.
TC DL 15.Opsf
O
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
P E ET
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
0.0psf
WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL
CERTIFICATION
# 49200
BC ILL
TOT.LD. 55.Opsf
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. 3
4175 MARTIN HIGHWAY
EXCEPTAS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
DUR,FAC. 1.25
JOB #: KB0330
PALM CITY, FL 34990
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
404 SW CAMDEN AVE
OFF: (772) 286-3700
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
STUART, FL 34994
SPACING 24.0"
TYPE JACK
FAX: (772) 288-4234
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2.
Job:(KB0330) /COASTAL BUILDERS / CJ1 D THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'SLAYOUT
Value Set: 13B (Effective 6/1/2013) All plates are 3X5(A1) except as noted.
Top chord 2x6 SP #2 The maximum horizontal reaction is 392#
Bot chord 2x6 SP #2
200 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP D, wind TC
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC DL=5.0 psf, wind BC DL=5.0 psf.
Left cantilever is exposed to wind Wind loads and reactions based on both MWFRS and C&C.
Bottom chord checked for 10.00 psf non -concurrent live load. In lieu of rigid ceiling use purlins to brace BC @ 24" OC.
BEARING ANALOG MODIFIED! ""' Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.60.
R=305# U=802# Rh=392# RL=358/-683# NAILED
12
5 I7 T1
cn m co �n
T
1
B,
3'
R=62# U=1# Rh=-392# RL=1046/-393# W=2'
(Rigid Surface)
DESC. = CJ1 D SEQ = 92372
PLT. TYP.-WAVE DESIG14CRIT=CUST0MrrP1-2007FT/RT=20%(0%)110(0) QTY= 2 TOTAL= 2 REV. 15.01.01C.0610.23 SCALE=1.0000
O
**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
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, 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 160 A-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 ANSIfrPI 1-1995 SECTION 2.
T . STILES
P E ET
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART, FL 34994
TC LL 30.Opsf
TC DL 15.Opsf
BC DL 10.0psf
BC LL O.Opsf
TOT.LD. 55.Opsf
REF
DATE 03-09-2016
DRWG
ROOF & FLOORTRUSS SYSTEMS
O/A LEN. 3
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: M2) 288-4234
DUR.FAC. 1.25
JOB #: KB0330
SPACING 24.0"
TYPE JACK
Job:(K130330) /COASTAL BUILDERS / CJ3A ,
Value Set: 13B (Effective 6/1/2013)
Top chord 2x6 SP #2
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC
2'6"4
Bottom chord checked for 10.00 psf non -concurrent live load.
i- -2,4" 2'8"
5'
R=569# Rw=604# U=667# RL=467/-125# W=8"
(Rigid Surface)
DESC.= CJ3A
PLT. TYP.-WAVE DESIGN CRIT=CUSTOMRPI-2007 FT/RT=20%(0%)/70(0)
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 28&3700
FAX: (772)288-4234
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT -
200 mph wind, 36.68 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP D,
wind TC DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on both MWFRS and CBC.
Left cantilever is exposed to wind
In lieu of rigid ceiling use purlins to brace BC @ 24" OC.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
R=82/-28# U=300# NAILED
0 0 0
N u7 N N
M I 1 I
R=2/-43# Rw=67# U=81# NAILED
QTY= 40 TOTAL= 40
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
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, 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 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 160 A-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
T. STILES
PEET
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART, FL 34994
REV. 15.01.01C.0610.23
SEQ = 92220
SCALE=0.7500
TIC LL
TIC DL
BC DL
BC LL
TOT.LD.
30.Opsf
15.Opsf
10.0psf
O.Opsf
55.Opsf
REF
DATE 03-09-2016
DRWG
O/A LEN. 5
DURIAC.
1.25
JOB #: KB0330
SPACING
24.0"
TYPE JACK
lob:(KB0330) /COASTAL BUILDERS / CJ3B
Value Set: 138 (Effective 6/1/2013)
Top chord 2x6 SP #2
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/3012013 by ALSC
I- 2'6"4 �{
Bottom chord checked for 10.00 psf non -concurrent live load.
2'4" 2'8"
T
N
rl0
1
r 5'
R=569# Rvr614# U=688# RL=471/-127# W=8"
(Rigid Surface)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S,I-AYOUT -
200 mph wind, 38.64 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D,
wind TC DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on both MWFRS and C&C.
Left cantilever is exposed to wind
In lieu of rigid ceiling use purlins to brace BC @ 24" OC.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
R=81/-28# U=299# NAILED
� �
I
N N
Bon N
c7 i7 i+J
R=2/-43# RH--70# U=82# NAILED
DESC. = CJ3B SEQ = 92250
PLT. TYP.-WAVE DESIGN CRIT=CUSTOMrrPI-2007 F 1RT=20%(0%)110(0) QTY= 4 TOTAL= 4 REV. 15.01.01 C.0610.23 SCALE=0.7500
"WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
T. STILES
TC LL 30.Opsf
REF
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 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 NDS (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 160 A-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 ANSI/TPI 1-1995 SECTION 2.
P E ET
CERTIFICATION
# 49200
404 SW CAMDEN AVE
FL 34994
STUART,-4234
TC DL 15.0psf
BC DL 10.0psf
BC LL O.Opsf
TOT.LD. 55.Opsf
DATE 03-09-2016
DRWG
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. 5
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 2813-3700
FAX: (772) 288
DUR.FAC. 1.25
JOB #: KB0330
SPACING 24.0"
TYPE JACK
J00:(KbU�JU) /L:VAJ I AL lJUILUtKZ) / UJOA
Value Set: 13B (Effective 61112013)
Top chord 2x6 SP #2
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
4'6"4
i— 2,4„
7'—
R=622# U=644# RL=648/-177# W=8"
(Rigid Surface)
R=182# U=484# NAILED
R=63# U=82# NAILED
I -HIS DWG. PREPARED BY THE ALPINE JOB ULSIUNtR F'KUGKAM FROM TRUSS MFR'S LAYOUT
200 mph wind, 36.59 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D,
wind TC DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on both MWFRS and CBC.
Left cantilever is exposed to wind
In lieu of rigid ceiling use purlins to brace BC @ 24" OC.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
DESC. = CJ5A SEQ = 92287
PLT. TYP.-WAVE DESIGN CRIT=CUSTOWMI.2007FT/RT=20%(0%)/10(0) QTY= 7 TOTAL= 7 REV. 15.01.01C.0610.23 SCALE=0.5000
ZARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
FER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
T STILES
TC ILL 30.Opsf
REF
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 A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
.
P E ET
TC DL 15.0psf
BC DL 10.0psf
DATE 03-09-2016
DRWG
ZfdRESPONSIBLE
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 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. 55.0psf
ROOF & FLOOR TRUSS SYSTEMS
I O/A LEN. 7
4175 MARTIN HIGHWAY
DUR.FAC. 1.25
JOB #: KB0330
PALM CITY, FL 34990
8- OFF: (772) 283700
FAX: (772) 288-4234
DESIGN, POSITION CONNECTORS PER DRAWINGS 150 A-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 ANSUTPI 1-1995 SECTION 2.
404 SW CAMDEN AVE
STUART, FL 34994
SPACING 24.0"
TYPE JACK
Job:(KB0330) /COASTAL BUILDERS / EJ3A
Value Set: 13B (Effective 6/1/2013)
Top chord 2x6 SP #2
Bot chard 2x6 SP #2
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC
2'6"4
Bottom chord checked for 10.00 psf non -concurrent live load.
I 2W 2'8"
T
0
1
5'
R=569# U=556# RL=399/-109# W=8"
(Rigid Surface)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'$ LAYOUT
200 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D,
wind TC DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on both MWFRS and C&C.
Left cantilever is exposed to wind
In lieu of rigid ceiling use puriins to brace BC @ 24" OC.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
R=82/-289 U=256# NAILED
N rn rN rn
fV M M M
R=2/-43# Rvr--60# U=71# NAILED
DESC. = EJ3A SEQ = 92402
PLT. TYP.-WAVE DESIGN CRIT=CUSTOMUPI-2007 FT/RT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0610.23 SCALE=0.7500
..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
TC LL 30.Opsf
REF
DATE 03-09-2016
0
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
.
P E ET
TC DL 15.Opsf
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 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 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABJG DES GNERE OF THIS CPI i-01995 NENTFOT OANY N 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART, FL 34994
BC LL O.Opsf
TOT,LD, 55.Opsf
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. 5
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 266-3700
FAX. (772) 288-4234
DUR.FAC. 1.25
JOB #: KB0330
SPACING 94.0°
TYPE EJACK
IOb:(KIiUJi JU) /C:VAS I AL bUILUtKJ / tJSA
Value Set: 13B (Effective 6/1/2013)
Top chord 2x6 SP #2
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
c
v
T
1
2,4"
4'4"12
4'6"8
2'4" i4'6"8
6'10"8 —
R=617# U=663# RL=644/-175# W=8"
(Rigid Surface)
R=176# U=477# NAILED
v v
m i0
R=60# U=80# NAILED
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'8 LAYOUT
200 mph wind, 39.18 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D,
wind TC DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on both MWFRS and C&C.
Left cantilever is exposed to wind
In lieu of rigid ceiling use pudins to brace BC @ 24" OC.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
DESC. = EJ5A SEQ = 92253
PLT. TYP.-WAVE DESIGN CRIT=CUST0MrrPI-2007 FT/RT=20%(0%u10(0) QTY= 2 TOTAL= 2 REV. 15.01.01 C.0610.23 SCALE=0.5000
"WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
T STILES
TC LL 30.Opsf
REF
ACOPY
O
D'ONOFRIO OR., 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
OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
.
P E ET
TC DL 15.Opsf
BC DL 10.Opsf
DATE 03-09-2016
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
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. 61008
4175 MARTIN HIGHWAY
DUR.FAC. 1.25
JOB #: KB0330
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX. (772) 288-4234
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND BUILDING DES GNERE OF THIS A S RPI 1COMPONENT FOT OANY N 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
404 SW CAMDEN AVE
STUART, FL 34994
SPACING 24.0"
TYPE EJACK
J0D:(ISt3U33U) /UUAJ IAL OUILUCIKJ / 1J/A
Value Set: 13B (Effective 611 /2013)
Top chord 2x6 SP #2
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
6'6"4
�--- 2,4" 6.8.,
R=278# U=624# NAILED
01 51 m
IN rN it)
i 2'4" --j-- 177 ,1 5'0"9 �{
9'
R=712# U=655# RL=839/-229# W=8"
(Rigid Surface)
R=157# U=144# NAILED
I HIS UWU. r'KtVAKtU by I Ht ALYIIVt JU6 U[:SIUNrK YKUUKAM t-KUM I KUSS Mt-K S.LATUU I
200 mph wind, 37.18 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC
DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on both MWFRS and C&C.
Left cantilever is exposed to wind
In lieu of rigid ceiling use purlins to brace BC @ 24" OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
DESC. = EJ7A SEQ = 92322
PLT. TYP.-WAVE DESIGN CRIT=CUSTOM(TPI-2007FT/RT=20%(0%)1I0(0) QTY= 10 TOTAL= 10 REV. 15.01.01C.0610.23 SCALE=0.3750
"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
TC LL 30.Opsf
REF
DATE 03-09-2016
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 A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
.
P E ET
TC DL 15.Opsf
BC DL 10.0psf
DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCEMd
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 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
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. 9
4175 MARTIN HIGHWAY
DUR.FAC. 1.25
JOB #: KB0330
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: W2) 288-4234
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-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 ANSI/TPI 1-1995 SECTION 2.
404 SW CAMDEN AVE
STUART, FL 34994
SPACING 24.0"
'TYPE EJACK
,100:(KbU3JU) /UUAJ I AL t3UILUtKS / CJ / C3 I HI5 UWIi. YKtrHKtU DT I r1t ALYINr JUD Ur01UNOK rKUbKFM I MUM I KUJJ IVirlm r ATUV I
Value Set: 13B (Effective 6/1/2013) 200 mph wind, 37.18 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC
DL=5.0 psf, wind BC DL=5.0 psf.
Top chord 2x6 SP #2
Bot chord 2x6 SP #2 Wind loads and reactions based on both MWFRS and C&C.
Webs 2x4 SP #3
Left cantilever is exposed to wind
Lumber value set "138" uses design values approved 1/30/2013 by ALSC
In lieu of rigid ceiling use puriins to brace BC @ 24" OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets V360 live and V240 total load. Creep increase factor for dead load is 1.50.
i— 2 4"
�— 1'10"4
4'8" -{- 2'
R=62/-31# U=13# NAILED
0 0 0
N T Of
rn
I2'4" i 4'8" ♦ 2' —,{
9'
R=583# U=442# RL=839/-229# W=8" R=22# Rw=98# U=18# NAILED
(Rigid Surface)
R=483# Rw=485# U=1255# W=8"
(Rigid Surface)
DESC. = EJ7B SEQ = 92293
PLT. TYP: WAVE DESIGN CRIT=CUSTOMrrPI-2M7 FT/RT=20%(0%)110(0) QTY= 1 TOTAL= 1 REV. 15.01.01 C.0610.23 SCALE=0.3750
O
"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
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, 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 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 160 A-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 ANSI/TPI 1-1995 SECTION 2.
T. STILES
P E ET
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART, FL 34994
TC LL 30.Opsf
TC DL 15.Opsf
BC DL 10.Opsf
BC LL O.Opsf
TOT.LD. 55.Opsf
REF
DATE 03-09-2016
DRWG
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. 9
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 288-4234
DURTAC. 1.25
JOB #: KB0330
SPACING 24.0"
TYPE EJACK
JOb:(KtW3JU) /L:UAb I AL tiUILUtKS / M3A
Value Set: 13B (Effective 6/1/2013)
Top chord 2x6 SP #2
Bot chord 2x6 SP #2
Webs 2x4 SP #3
:Lt Wedge 2x4 SP #3::Rt Bearing Leg 2x4 SP #3:
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
5'6"
5'2"8
r 3 8
5,2"8 �_i
5'2"8
5'6"
R=402# U=510# RL=366/-65# W=8"
(Rigid Surface)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'3 LAYOUT 0
200 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT ll, EXP D,
wind TC DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on both MWFRS and C&C.
Left cantilever is exposed to wind
In lieu of rigid ceiling use puffins to brace BC @ 24" OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
R=224# U=478# W=3"
(Rigid Surface)
DESC. = M3A SEQ = 92390
PLT. TYP.-WAVE DESIGN CRIT=CUSTOM/TP1-2007 FT/RT=20%(0%)/70(0) QTY= 4 TOTAL= 4 REV. 15.01.01 C.0610.23 SCALE=0.7500
O
"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
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, 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 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 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE BUILDING DESIGNER, POF THIS ER ANS RPI 1--1NENT FOR ANY 1995 SECTION 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
T. STILES
P E ET
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART, FL 34994
TC LL 30.Opsf
TC DL 15.Opsf
BC DL 10.Opsf
BC LL 0.0psf
TOT.LD. 55.Opsf
REF
DATE 03-09-2016
DRWG
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. so6DD
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 288-4234
DUR.FAC. 1.25
JOB #: KB0330
SPACING 24.0"
ITYPF MONO
JOD:(t,I5U.53U) A L)Ab I AL bUILUtKS / M3t:1 "
Value Set: 13B (Effective 6/1/2013)
Top chord 2x6 SP #2
Bot chord 2x6 SP #2
Webs 2x4 SP #3
:Lt Wedge 2x4 SP #3::Rt Bearing Leg 2x4 SP #3:
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Wind loads and reactions based on MWFRS. 179#
so°6 Left cantilever is exposej to wind +2„1
Bottom chord checked foF 4 0 00 pgf nnn-Concurrent live load 5 6.
1 EO
EO
1
5'2"8 3 8�_i
r 3 8
5'2"8 �_i
5'2"8 3 8�_i
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'5 LAYOUT
Special loads
—(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 93 pit at 0.00 to 93 plf at 5.50
BC- From 20 plf at 0.00 to 20 plf at 5.00
BC- From 24 plf at 5.00 to 24 plf at 5.21
BC- From 4 plf at 5.21 to 4 plf at 5.50
TC- 178.92 lb Conc. Load at 5.04
BC- -26.10 lb Conc. Load at 5.04
200 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP D,
Wind TC DL=5.0 psf, wind BC DL=5.0 psf.
In lieu of rigid ceiling use purlins to brace BC @ 24" OC.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
fi
5'0"e 2„i
-269
R=414# U=308# W=8" R=367# U=345# W=3"
DESC. = M3B
(Rigid Surface) (Rigid Surface)
SEQ = 92393
PLT. TYP.-WAVE
DESIGN CRIT=CUST0MrrPI-2007 FT/RT=20%(0%)/10(0) QTY= 2 TOTAL= 2
REV. 15.01.01
C.0610.23
SCALE=0.7500
**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
TC LL
30.Opsf
REF
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
TC DL
15.Opsf
DATE 03-09-2016
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT— FURNISH A
P E ET
DRWG
O
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
BC DL 10.0psf
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
CERTIFICATION
BC LL
O.Opsf
ROOF & FLOOR TRUSS SYSTEMS
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
# 49200
TOT.LD.
55.Opsf
O/A LEN. 50600
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
404 SW CAMDEN AVE
DUR.FAC.
1.25
JOB #: KB0330
FAX. (772) 268-4234
SUITABILITY AND USE F THIS FOR AN1995 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
STUART, FL 34994
SPACING
24.0"
ITypF HIP
ER A S RPI 1--1NENT
BUILDING DESIGNER, POSECTION
JOD:kF,bUJJU) /L UAJ I AL tSUILUtKJ / IV14A -
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set: 13B (Effective 611/2013)
(••) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.
Top chord 2x6 SP #2
200 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP D, wind TC
Bot chord 2x6 SP #2
DL=5.0 psf, wind BC DL=5.0 psf.
Webs 2x4 SP #3
:Rt Bearing Leg 2x4 SP #3:
Wind loads and reactions based on both MWFRS and C&C.
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Left cantilever is exposed to wind
Bottom chord checked for 10.00 psf non -concurrent live load.
In lieu of rigid ceiling use purlins to brace BC @ 24" OC.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
- 6'8"
2,4„1 4'0„ B 3"
0
i 2'4" + 4'0" 8
6W'S
6'8"
R=582# U=503# RL=553/-146# W=B"
(Rigid Surface)
R=216# U=489# W=3"
(Rigid Surface)
DESC. = M4A SEQ = 92399
PLT. TYP.-WAVE DESIGN CRIT=CUST0MfTPI-2007F71RT=20%(0%)110(0) QTY= 2 TOTAL= 2 REV. 15.01.01C.0610.23 SCALE=0.5000
**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
TC LL 30.Opsf
REF
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 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 NDS (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
P E ET
CERTIFICATION
# 49200
TC DL 15.Opsf
BC DL 10.0psf
BC LL O.Opsf
TOT.LD. 55.Opsf
DATE 03-09-2016
DRWG
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. 60800
4176 MARTIN HIGHWAY
DUR.FAC. 1.25
JOB #: KB0330
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 288-4234
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITA BIG ESND USE OF HI COMPONENT
E SEFOR ANY CT ON 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
404 SW CAMDEN AVE
STUART, FL 34994
SPACING 24.0"
TYPE MONO
JOD:(I,tSU33U) /UL)A51 AL bUILUtKJ / IV141:5
Value Set: 13B (Effective 6/1/2013)
Tap chord 2x6 SP #2
Bot chord 2x6 SP #2
Webs 2x4 SP #3
:Rt Bearing Leg 2x4 SP #3:
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Wind loads and reactions based on MWFRS.
In lieu of rigid ceiling use purlins to brace BC @ 24" OC.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
as#
5'0"6 1'4"2 �{
5' 1.8"
r 74" "1" 2'8" {1-4"8 -- 41�
-3:
T
i
We
1 2,4„ + 2,8" + 1'4"8 91
6'4"6 i
3
f 6.8"
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Special loads
—(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 95 plf at 0.00 to 95 plf at 5.00
TC- From 95 pit at 5.00 to 95 plf at 6.67
BC- From 20 plf at 0.00 to 20 plf at 6.38
TC- 86.30 lb Conc. Load at 5.03
BC- 13.94 lb Conc. Load at 5.03
200 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP D, wind TC
DL=5.0 psf, wind BC DL=5.0 psf.
Left cantilever is exposed to wind
Bottom chord checked for 10.00 psf non -concurrent live load.
5'0"6 j 1'4"2 �{
14#
R=618# U=652# W=8" R=280# U=563# W=3"
DESC. = M4B (Rigid Surface) (Rigid Surface) SEQ = 92417
PLT. TYP: WAVE DESIGN CRIT=CUSTOMlTPI-2007FT/RT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.01C.0610.23 SCALE=0.5000
"WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
T. STILES
TC LL 30.Opsf
REF
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 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 NDS (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 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUILDNG DESIGNER, OF THIS ANSI/TPI 1COMPONENT FOR ANY
ON 2. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE
P E E T
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART, FL 34994
TC DL 15.Opsf
BC DL 10.Opsf
BC LL O.Opsf
TOT.LD. 55.Opsf
DATE 03-09-2016
DRWG
ROOF 8 FLOOR TRUSS SYSTEMS
O/A LEN. 60800
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 288-4234
DUR.FAC. 1.25
JOB #: KB0330
SPACING 24.0"
TYPE H I PM
IOb:(Kt3UJ3U) /(;UP.S I AL 1:31JILULKS / MbA
Value Set: 13B (Effective 6/1/2013)
Top chord 2x6 SP #2
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
2'8"
r 1 Bottom chord checked fo0.00 psf non -concurrent live load.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT `
200 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP D,
wind TC DL=5.0 psf, wind BC DL=5.0 psf.
Wind loads and reactions based on both MWFRS and C&C.
,'-- 274 - -'
Left cantilever is exposed to wind
2,4„ In Re., of �gid cel4ng use purlins to brace BC @ 24" OC.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50.
2'6" 2'4"
i 5'
R=643# U=893# RL=345/-59# W=1'4"
(Rigid Surface)
R=44/-65# Rw=53# U=232# NAILED
R=-72# Rw=126# U=106# NAILED
DESC. = M5A SEQ = 92378
PLT. TYP.-WAVE DESIGNCRIT=CUSTOMFFPI-2007FT/RT=20%(0%)/10(0) QTY= 2 TOTAL= 2 REV. 15.01.01C.0610.23 SCALE=1.0000
**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
TC LL 30.Opsf
REF
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 A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE
.
P E ET
TC DL 15.Opsf
BC DL 10.Opsf
DATE 03-09-2016
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 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
ROOF & FLOOR TRUSS SYSTEMS
O/A LEN. 5
4175 MARTIN HIGHWAY
DUR.FAC. 1.25
JOB #: KB0330
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 288-4234
DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-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 ANSI/rPI 1-1995 SECTION 2.
404 SW CAMDEN AVE
STUART, FL 34994
SPACING 24.0°
TYPE EJACK
IOD:(ff\t5U33U) /GUAJ I AL t5UILUtKJ / IVI0b - "- THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFWS LAYOUT `
Value Set: 13B (Effective 6/1/2013) ('•) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.
Top chord 2x6 SP #2 200 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT ll, EXP D,
Bot chord 2x6 SP #2 wind TC DL=5.0 psf, wind BC DL=5.0 psf.
Webs 2x4 SP #3
Wind loads and reactions based on both MWFRS and CBC.
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
In lieu of rigid ceiling use p irlinc to hrara RIC a 94" n(% 2,8, 2'1" Left cantilever is exposed to wind
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non -concurrent live load.
T
m
io
1
DESC.= M5B
PLT. TYP.-WAVE
4175 MARTIN HIGHWAY
PALM CITY, FL 34990
OFF: (772) 286-3700
FAX: (772) 288-4234
R=-169# Rw=226# U=242# NAILED
4'9"
R=655# U=920# RL=333/-56# W=1'4"
(Rigid Surface)
DESIGN CRIT=CUST0MrrP1-2007 FT/RT=20%(0%)/10(0) QTY= 5 TOTAL= 5
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583
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, 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 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 160 A-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
T. STILES
PEET
CERTIFICATION
# 49200
404 SW CAMDEN AVE
STUART. FL 34994
REV. 15.01.01 C.0610.23
SEQ = 92381
SCALE=1.0000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
30.Opsf
15.Opsf
10.Opsf
O.Opsf
55.Opsf
REF
DATE 03-09-2016
DRWG
O/A LEN. 40900
DUR.FAC.
1.25
JOB #: KB0330
SPACING
24.0"
TYPE MONO