HomeMy WebLinkAboutRevision FILE
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• . ; OFFICE USE ONLY: I.7bg.
#760-0011
DATE FILED:��� 1 r PERMIT#
REVISION FEE: Oa RECEIPT#
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE RECEIVED
FORT PIERCE,FL 34982-5652
(772)462.1553
1 FEB 0 2 2018
APPLICATION FOR BUILDING PERMIT REVISION
PROJECT INFORMATION ST, Lucie Gownty, Permitting
LOCATIOkSITE
ADDRESS:
12780 NW MARINER CT PALM CITY FL 34990
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
remove back set of trusses , change footer seizes,frame walls to 10'-6", new truss layout and
engineering, new column detaTv
CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: CBC 047770 ST. LUCIE CO CERT. #: 10811
BUSINESS NAME: JEFFE ION INC.
QUALIFIERS NAME:
` ADDRESS: 2420 S
CITY: PALM CITY STATE: Ft ZIP: 34990
PHONE(DAYTIME): - - 68 FAX: NA
OWNER/BUILDER INFORMATION:
NAME: ROBERT H & SUSAN RIED
ADDRESS:
CITY: PALM CITY STATE: FL ZIP: 34990
PHONE(DAYTIME. - - —FAX: �A
L ARCHITECT/ENGINEER INFORMATION:
NAME: BRADEN & BRADEN AIA.PA
ADDRESS:
CITY: SMART STATE: ZIP: 34996
PHONE(DAYTIME): - - FAX: 72-287-
8283
SLCCC. 9123109
Revised 06130117
REVISION
i
w "
_-Project Information:
Name:
Reid res. REV1/23118)
Address:
ROOF&FLOOR-TRUSS SySTENES 12780 NW Mariner Ct.
City,State,Zip:
4175 SIN Martin Highway St.Lucie Co.,FL
Palm City, FIL 34990
(772)286-3700 Non IWIy LA
GENERAL TRUSS ENGINEERING CRITERIA& DESIGN LOADS:
Building Code&Chapter: Computer Program Used., VIEW by Alpine
FBC 2014 RES
eravity., Gravity:
55 psf Roof Total Load 40____ psf Floor Total Load
Wind: 170 mph from ASCE 7-10 code
This package includes a Truss Index Sheet and 42 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 G1 5-31.003 of the Florida Board of
Professional Regulations.
-low
XN 1"Qi
A - ------- 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.
PE 9200
Delegated Engineer: T. Stiles Peet, P.E.
0
Stiles Engineering Group, Inc.
��i�/�`S,S ���� FL Reg Nos: PE#49200 CA#27788
A I Stuart, FL 34994
hi 11111" TEL: 772-223--9883 FAX:772-223-9502
657o �U_) FZD 14L-7
No Truss ID Date I iNo Truss ID Date
1 LamBeam 01/29/18 26 MHV2 RECEIVED
2 FG2 01/29118 27 MHV3 01/29/18
3 FG3 01/29/18 28 MHV4 01/29/18
0 201
4 FG4 01/29/18 29 MHV5 01/29/18 FEB 0=2 2018
5 FG5 01/29/18 30 PV1 01/29/18
ST. Lucie co
ST. Lucie CoUnty, Permitting
un Y, erm
6 FG6 01/29/18 311 PV2 01/29/18 itting
7 FG7 01/29/18— 32 PV3 01/29/18
8 Al 01/29/18 33 PV4 01/29/18
9 A2 01/29/18 34 PV5 01/29/18
10 A3 01/29/18 35 PV6 01/29/18
11 A4 01/29/18 36 PV7 01/29/18
A5 01/29/18 37 PV8 01/29/18
13 A6 01/29/18 38 PV9 01/29/18
A7 01/29/18 39 PV1 0 01/29/18
. 15 HR5 01/29/18 40 PV1 1 01/29/18
16 HR5A 01/29/18 41 PV12 01/29/18
17 J5 01/29/18 4=2 PV1 3 01/29/18
18 CJ5 01/29/18
19 CJ5A 01/29/18
`20 CJ3 01/29/18
21 CJ3A 01/29/18
22 CA 01/29/18
23 CJ1A 01/29/18
r-24 MV1 01/29/18
r.251 MV2 01/29/18
HorneBASE by Alpine Page 1 of 1
. .
-- - -s -
j!si�gN
TRUSS LAYOUT BY: TRUSS LAYOUT FOR: DESIGNED ROOF LOADS ROOF PITCH:5.75/12
O.H.LENGTH:2'.J" WIND DESIGN CRITERIA:ASCE 7-10 ��rn (7m V
W.KOST INC. Reid res. TOP CHORD LL=30 O.H.END CUT:Square WIND SPEED:170 MPH j =�W m
4175 MARTIN HWY. Harbour Ridge TOP CHORD DL=15 HEEL HGT:14' WIND EXPOSURE:"C" ,% O I LLN N
PALM CITY,FL.34990 Patin City BOT CHORD LL=0 BLDG.TYPE:Closed ,I Z N N
BOT CHORD DL=10
TOTAL LOAD =554 PSF
a �aOa
37'6'8 - $41 7
F—57*8 —I 17'10*8 -}- 1318' 6'--I :'COS
Sps v O J5 v6 hQ
FG3 2-PLY 2-PLY FLAT GIRDERS(BOT.@ 8'-6') FG4 2-PLY O 2-PLY
CJ1 16•DP CJ1A
� } BOT@9'S'14
m 1 K J
• CJ3 m Ic m CJ3A
n r` in To �1
CJ5 o m Al °m - CJ5A The Architect's or Architect's representative's
A2 16114•+,-ODDSPACE -aaTD1a1T shop drawing approval is NO a
"double check"of the contractor.
N A3 3D11° The contractor shall remain resp nsible
T� >
_ Aa 10'fi"CLG.HGT. N ®_� _; for checking field measurements and
_ or m oo °; N other construction criteria. Are itect's
AS a m
-N 3 = N o, approval covers general roofs ape,
A6 LL ~ 9 d review of truss strapping,and loading on
_ = A7 °- E structure from r vity and uplift 1 ads and
A8 I18"♦,-ODD SPACE d K
their r s ective locatio s
--- ------ --------------- ------ - Z
PV13 COLUMN Approved
e a�=ee a Date:
----------- -------- - PV12`--, PV10 — Braden& Braden A.I.A. P.A.
EXIST.TRUSSES
MV2 ` i� PV9
i
i/ PVB
i
i PV7
`c9F PARALLEL CHORD �
70� VALLEYMEMBERS i PV6
PV5
P PV4
J i
i
PV3
PV2
i PV1
DRAWNBY:DK8 T15117
REVISED DKB 7125/17
REVISED DKB 115/18
REVISED DK8 1123118
JOB NO:
NOTE:REFER TO INDIVIDUAL ENGINEERED TRUSS THE INFORMATION ON THIS TRUSS LAYOUT ALONG WITH THE
DWGS.FOR SPECIFIC TRUSS INFORMATION I INDIVIDUAL ENGINEERED TRUSS DWGS.HAVE BEEN REVIEWED BID#272E
AND THE TRUSSES ARE APPROVED FOR PRODUCTION BY:
NAME: DATE:
PAGE NO:
1 OF 1
�D`-craa!elfwtth-rdfF�tvey-Pro-t' r1r—
r y
I
Job:BID#272E /LamBeam THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 6/1/2013) 3 Complete Trusses Required
Top chord 2x6 SP#2
Bat chord 2xB SP 92:B2 2x8 SP 2400f-2.0E:
Webs 2x4 SP#3:W 1,W 13 2x6 SP#2: Nail Schedule:0.120"x3",min.nails
:W2,W 12 2x4 SP#2: Top Chord:2 Rows @ 6.00"o.c.(Each Row)
BatLumber value set"138"uses design values approved 1/30/2013 by ALSC We Chard:1 Raw @ 4"o.c.o.c.
Webs :1 Row @ o.c.
Special loads Repeat nailing as each layer is applied.Use equal spacing
-(Lumber Dur.Fac=1.25/Plate Dur.Fac=125) between rows and stagger nails in each row to avoid splitting.
TC-From 90 plf at 0.00 to 90 plf at 11.37 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC
TC-From 90 plf at 11.37 to 90 plf at 23.08 DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.1 B
BC-From 20 plf at 0.46 to 20 plf at 7.54
BC-From 20 plf at 7.54 to 20 plf at 1521 Max JT VERT DEFL:LL:0.39"DL:0.48".See detail DEFLCAMB1014 for camber recommendations.Roofs incorporating
BC-From 20 plf at 15.21 to 20 plf at 22.63 this truss require consideration for ponding design by Building Designer.
TC-510.97 lb Conc.Load at 0.04
TC-682.00 lb Conc.Load at 1.00,1.06 Deflection meets U360 five and L/240 total load.Creep increase factor for dead load is 1.50.
TC-536.0D lb Conc.Load at 3.00,3.06
TC-635.00 lb Conc.Load at 5.00 The TO of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing.
TC--68.23lb Conc.Load at 5.66
TC-657.53 lb Conc.Load at 6.94
TC-744.63 lb Conc.Load at 8.94
TC-566.32lb Conc.Load at 10.94
TC-614.71 lb Conc.Load at 12.94
TC-626.51 lb Conc.Load at 14.94
TC-591.40Ib Conc.Load at 16.94,18.44,20.44,22.44
Wind loads and reactions based on MWFRS.
In lieu of rigid ceiling use pudins to brace BC @ 24"OC.
Bottom chord checked for 10.00 psf non-concurrent We bad.
Truss must be installed as shown with top chord up.
All wind load cases on this truss have a 1.33 duration factor. 3-PLY 1 3/4"X 16"23'-l"LAMINATED BM.
S920
1'51180 2 1 2715tl -2, 2,815tl 2,624-2'591tl - 1 2'-+ 2 •1
_ 0 _ _ - m 0
T
EN W13
S. m8X8 mH1010 �3X7 �HW10 m8x8
=3X5 =3X5
23'1°
B2
R=6517#U=3024#W=5"8 R=50940 U=18744 W=4'
(Rigid Surface) (Rigid Surface)
SEQ= 74371
PLT.TYP:WAVE DESGN CRtr=FBC2014RESfrP1-2007 FT"r-201A(05G)110(0) QTY=1 PLIES=3 TOTAL=3 REV. 15.01.01 C.0610.23 SCALE=0.1875
-WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING.INSTALLING AND BRACING. T" STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
D'ONOFRIO DR.,SUITE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
i%' FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC DL 15.0psf DATE 01-05-2018
/'��r PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT"FURNISH A
Y % \ COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG
O RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
i'' WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES.DESIGN CONFORMS CERTIFICATION BC LL 0.0psf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 220900
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE I DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288-4234 SUITABLIIYAND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE FLAT
BUILDING DESIGNER,PERANSI/TPI I-1995 SECTION2.
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i
Job:BID#272E /FG2 r THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 6/1/2013) 3 Complete Trusses Required
Top chord 2x6 SP M-26
Bot chord 2x6 SP M-26
Webs 2x4 SP#3:W 1,W7 2x8 SP#2: Nail Schedule:0.120'x3",min.nails
02,WB 2x4 SP 1650f-1.5E: Top Chord:2 Rows @ 2.00"o.c.(Each Row)
BotLumber value set"1313"uses design values approved 1/30/2013 by ALSC We Chord:1 Raw @4"o.c.o.c.
Webs :1 Row @ 4"o.c.
Special loads Repeat nailing as each layer is applied.Use equal spacing
-(Lumber Dur.Fac.1.25/Plate Dur.Fac.125) between rows and stagger nails in each row to avoid splitting.
TC-From 4 plf at 0.00 to 4 plf at 13.02 End verticals not exposed to wind pressure.
BC-From 20 plf at 0.60 to 20 plf at 12A2
TC-7271.62 lb Conc.Load at 0.14 In lieu of rigid ceiling use purlins to brace SC @ 24"OC.
TC-2571.67 lb Conc.Load at 1.42
TC-2356.86 lb Conc.Load at 3.42 Truss must be installed as shown with top chord up.
TC-2318.73 lb Conc.Load at 5.42
TC-2194.92 lb Conc.Load at 7.42 The TC of this truss shall be braced with attached spans at 24'OC in lieu of structural sheathing.
TC-2169.79 lb Conc.Load at 9.42
TC-2264.70 lb Conc.Load at 11.42
TC-2262.23 lb Conc.Load at 12.92
17D mph wind,15.00 ft mean hgt,ASCE 7-1 D,CLOSED bldg,not located within 4.50 ft from roof edge,RISK CAT 11,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Wind bads and reactions based on MWFRS.
Max JT VERT DEFL:LL:0.11"DL:0.14".See detail DEFLCAMB1014 for camber recommendations.Roofs incorporating
this truss require consideration for ponding design by Building Designer.
Deflection meets U360 live and U240 total bad.Creep increase factor for dead load is 1.50.
The maximum concentrated load is 7272#
Ali wind load cases on this truss have a 1.33 duration factor.
7272C 2 M7• 231 21954 21T 2265tl 22
11'Y-1,3"6 2, T 2' -2, t 2'
IITT =10X10 1113X5 m4X4 =6X72
Tn
N W2
W1 W7
I1 =8X14 =4X12
=3X70 1374 =SX5
R=14567#U=4760#W=6'12 R=9132#U=1639#W=5"8
(Rigid Surface) (Rigid Surface)
SEQ= 74369
PLT.TYP.WAVE DESrNCRrr=F8C2014RESRP1-a07FTW-2a%(0%y1D(D) QTY=1 PLIES=3 TOTAL=3 REV. 15.01.01C.0610.23 SCALE=0.3750
"WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING.INSTALLING AND BRACING. T. STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,563 p
D'ONOFRIO DR.,SUITE 200,MADISON.W L 53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC DL 15.Opsf DATE 01-05-2018
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH A
�� COPY OF THIS DESIGN TO THE N INC. 0.Opsf
STALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS, C.SHALL NOT BE BC DL DRWG
0 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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 'TOT.LD, 55.Opsf O/A LEN. 130004
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:13ID#272E
OFF:(772)288-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" ITYPE FLAT
BUILDING DESIGNER,PER ANSVTPI I-1995 SECTION 2.
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Job:BID#272E /FG3 ` L , THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR•S LAYOUT
Value Set:13B(Effective 6/1/2013) 2 Complete Trusses Required
Top chord 2x6 SP#2
Bot chord 2x6 SP M-26:B2 2x6 SP#2:
Webs 2x4 SP#3 01,W9 2x8 SP#2: Nail Chord:
"o.c.
dule:0.120"x3",min.nails
:W2 2x4 SP 1650f-1.5E::WB 2x4 SP#2: Top Chordal Row @
Bot Chord:1 Raw @12.02.00"o.c.
Lumber value set"l3B"uses design values approved 1/30/2013 by ALSC Webs :1 Row @ 4"o.c.
Use equal spacing between rows and stagger nails
Special loads in each row to avoid splitting.
-(Lumber Dur.Fac=1.25/Plate Dur.Fac=125) End verticals not exposed to wind pressure.
TC-From 90 pH at 0.00 to 90 plf at 4.84
TC-From 90 plf at 4.84 to 90 plf at 17.88 In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
BC-From 20 ptf at 0.60 to 20 pif at 8.94
BC-From 2D ptf at 8.94 to 20 pif at 1727 Deflection meets U360 live and L/240 total load.Creep increase factor for dead bad is 1.50.
TC--286.35 lb Conc.Load at 0.04
TC-511.90 lb Conc.Load at 0.14,3.06 The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing.
TC-682.00lb Conc.Load at 1.00
TC-635.00 lb Conc.Load at 5.00
TC-624.39 lb Conc.Load at 5.58,7.58,9.58,11.58
13.5B,15.58,17.59
170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED btdg,Located anywhere in roof,RISK CAT 11,EXP C,wind TC
DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Wind bads and reactions based on MWFRS.
Max JT VERT DEFL:LL:0.23'DL:0.26".See detail DEFLCAMB1014 for camber recommendations.Roofs incorporating
this truss require consideration for ponding design by Building Designer.
Bottom chord checked for 10.00 psf non-concurrent five bad.
Truss must be Installed as shown with top chord up.
All wind load cases on this truss have a 1.33 duration factor.
emu 6Dsu 6244 624n 620
2.0"12 1.11-4 -#� 2' -2--j--r r-!!q-Z {--2•-241
=10X10 =8X8 1.5X4 =4X4 =8X14
P.
W2
W1 W9
1 =4X12 =110710 B2 =5X10
�3X5 1710"8 m3X5 i
R=42579 U=2396#W=5"8 R=4110#U=1523#W=2'12
(Rigid Surface) (Rigid Surface)
SEQ= 74376
PLT.TYP:WAVE DEMN CRrr-FBC2014REB7Ph2W7 FTIRT=20%(0%u10(D) QTY=1 PLIES=2 TOTAL=2 REV. 15.01.01 C.0610.23 SCALE=0.2500
-WARNING-TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T. STILES TC LL 30.0P sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583
YONOFRIO DR.,SUITE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC DL 15.Opsf DATE 01-05-2018
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 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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 171008
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN.POSITION CONNECTORS PER DRAWINGS 160 A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
-4 FAX:(772)288234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE FLAT
BUILDING DESIGNER,PER ANSOTPI I-1995 SECTION 2.
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Job:BID#272E /FG4 ` THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 511/2013) 2 Complete Trusses Required
Top chard 2x6 SP#2
Bot chord 2x6 SP#2
Webs 2x4 SP#3:W1,W7 2x8 SP#2: Nail ChorSchedule:0.120"x3",min.nail
Top Chord:1 Row @ 3.75"o.c.
Lumber value set"1313"uses design values approved 1/3 012 01 3 by ALSC Bot Chord:1 Row @12.00"o.c.
Webs :1 Row @ 4"o.c.
90 mph wind,15.00 ft mean hgt,ASCE 7-02,CLOSED bidg,Located anywhere in roof,CAT II,EXP C.wind TC DL=5.0 psf, Use equal spacing between rows and stagger nails
wind BC DL=5.0 psf. in each row to avoid splitting.
Wind bads and reactions based on MW FRS. Special bads
—(Lumber Dur.Fac=1.15/Plate Dur.Fac=1.15)
End verticals not exposed to wind pressure. TC-From 4 pff at 0.00 to 4 plf at 13.50
BC-From 20 pff at 0.60 to 20 pff at 12.90
Deflection meets L/360 live and U240 total bad.Creep increase factor for dead load is 1.50. .9510.95, m Conc.Load at 0.95,2.95,4.95,6.95
8.95,10.95,12.95
The TC of this truss shall be braced with attached spans at 24"OC in Eau of structural sheathing. In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Truss must be installed as shown with top chord up.
624# 624 62444 624# 6W 6P'7 6244
11"7 I- T 2- T 2- 1 2- T 2' ^ 2. 4
�8,9 1
=6X12 =3X5 =4X6 It 3X5
FM
N W7
W1
=3X5 =4X12 =3X5 =6X6
13'6"
R=2270#U=4934 W=2"12 R--24019 U=5299 W=3"6
(Rigid Surface) (Rigid Surface)
SEQ= 74333
PLT.TYP:WAVE DESIGN CRIr=0DST0MfrMG01FT1RT=20%(0%V10(0) QTY=1 PLIES=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. T• STILES TC LL 20.0P sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING).PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,593
D'ONOFRIO DR"SUITE 200,MAO ISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
&<,, ,
FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PEETTC DL 10.0psf DATE 01-05-2018
PANELSAND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT-FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG
RESPONSIBLE FORANY 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 CERTIFICATION BC LL 0.0psf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 40.Opsf O/A LEN. 130600
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160A-7-THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.15 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288,4234 SUIrABLrrY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE FLAT
BULDING DESIGNER.PER ANSVTPI 1-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffactory.com
Job:BID#272E /FG5 ` + ' • THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 611/2013) 2 Complete Trusses Required
Top chord 2x4 SP#2
Bot chord 20 SP#2
hor @12
Webs 2x6 SP#2:W2 2x4 SP#3: Nail dule:0.12 min.naps
Top Chord:
Chordal Row 12.00"o.c.
Lumber value set"l3B"uses design values approved 1/30/2013 by ALSC Bot Chord:I Row @12.00"o.c.
Webs :1 Row @ 4"o.c.
Wind bads and reactions based on MW FRS with additional C&C member design. Use equal spacing between rows and stagger nails
in each row to avoid splitting.
In lieu of rigid ceiling use purlins to brace BC @ 24'OC. 170 mph wind,15.00 it mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC
Deflection meets L/360 live and L1240 total load.Creep increase factor for dead load is 1.50. DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/•)=0.1 B
The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing. End verticals not exposed to wind pressure.
MW FRS loads based on trusses located at least 7.50 ft.from roof edge. Bottom chord checked for 10.00 psf non-concurrent live load.
Truss must be installed as shown with top chord up.
All wind load cases on this truss have a 1.33 duration factor.
1113X5(R) 1111.5X4
W2
91.5X4 113X5(R)
5'2"12
R=288#U=106#W=2'2 R=288#U=106#W=2"2
(Rigid Surfa ) (Rigid Surta )
SEQ= 74337
PLT.TYP:WAVE DESIGN CRrr-F8C2014RESffPI-007 FTAU-20%(0%I1100) QTY=1 PLIES=2 TOTAL=2 REV. 15.01.01 C.0610.23 SCALE=1.0000
—WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T. STILES TC LL 30.0P sf REF
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 TC IL 15.Opsf DATE Ot-05-2018
/� PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT"FURNISH A P E ET
"I Al / COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG
�. O RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
[ 0 'l WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES.DESIGN CONFORMS CERTIFICATION BC ILL
O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 50212
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34"0 DESIGN,POSITION CONNECTORS PER DRAWINGS 160A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)288-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX;(772)288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" ITYPE FLAT
BUILDING DESIGNER PER ANSVTPI 1-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffactory.com
Job:BID#272E /FG6 ` THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 6/1/2013) 2 Complete Trusses Required
Top chord 2x4 SP#2
Bot chord 2x4 SP#2
Webs 2x6 SP#2:W2 2x4 SP#3: Nail Chordule:0.120 10.0" nails
Top Chord:1 Row @10.00"o.c.
Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Bot Chard:1 Raw @12.00"o.c.
Webs :1 Row @ 4'o.c.
90 mph wind,15.00 ft mean hgt,ASCE 7-02,CLOSED bidg,Located anywhere in roof,CAT II,EXP C,wind TC DL=5.0 psf, Use equal spacing between rows and stagger nails
wind BC DL=5.0 psf. in each row to avoid splitting.
Wind loads and reactions based on MWFRS. Special bads
—(Lumber Dur.Fac=1.15/Plate Dur.Fac=1.15)
Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 1.50. TC-From 60 plf at 0.00 to 60 pff at 5.75
BC-From 20 plf at 0.00 to 20 plf at 5.75
The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing. TC-535.79 b Conc.Load at 3.10
In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Truss must be installed as shown with top chord up.
s36n
3'1"4 •7 27"l2 -
113X10(R) 1114X4
FFM
W2
a
1111.5X4 1113X5(R)
5'9"
R=477# =116#W=3"B R=519# =132#W=3"B
(Fcperp 65ps1) (Fcperp 65psi)
SEQ= 74335
PLT.TYP:WAVE DESIGN DRrr"CUSTONMP41 07HI iT-20%0%)MOM QTY=1 PLIES=2 TOTAL=2 REV. 15.01.01 C.0610.23 SCALE=1.0000
"WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATING.HANDLING,SHIPPING.INSTALLING AND BRACING. T, STILES TC LL 20.0P sf REF
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 TC DL 10.OPSf DATE 01-05-2018
/ O PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT-FURNISH A P E ET p
/ COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 1 O.0 sf DRWG
�•. RESPONS BLE 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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 40.Opsf O/A LEN. 50900
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN.POSITION CONNECTORS PER DRAWINGS 160A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.15 JOB#:BID#272E
OFF:(772)288-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288,4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.( TYPE FLAT
BUILDING DESIGNER,PER ANSVrPI 1-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffacto[y.com
Job:(BID#272E) /FG7 • • THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 61112013) 2 Complete Trusses Required
Top chord 2x6 SP M-26
Bot chord 2x6 SP 92 Nail Schedule:0.120"x3",min.nails
Webs 2x8 SP#2:W2 2x4 SP#3:
Top Chord:2 Rows @ 2.00"o.c.(Each Row)
Lumber value set"l3B"uses design values approved 1/30/2013 by ALSC Bot Chord:1 Raw @12.00"o.c.
Webs :1 Row @ 4"o.c.
Special loads Use equal spacing between rows and stagger nails
—(Lumber Dur.Fac=1.251 Plate Dur.Fac.125) in each row to avoid splitting.
TO-From 90 plf at 0.00 to 90 plf at 5A6 170 mph wind,15.00 It mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C.wind TC
BC-From 20 pff at 0.60 to 20 plf at 4.85
TC-5325.00 lb Conc.Load at 0.75 DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/_)=0.1 B
TC- .00 lb Conc.Load at 2.79
682
TC-682.00 lb Conc.Load at 4.79 Wind bads and reactions based on MW FRS with additional C&C member design.
Deflection meets L/180 live and L1120 total load.Creep increase factor for dead load is 1.50. End verticals not exposed to wind pressure.
++Anchorage req'd to prevent truss from slipping off bearing.
In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
All wind load cases on this truss have a-1.33 duration factor. Bottom chord checked for 10.00 psf non-concurrent live load.
Truss must be installed as shown with top chord up.
The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing.
sue s 0824
` -
B4X12(R) 1113X10
IF
W2
=3X5 =4X4
5'S"8
R=52279 U=1937#W=4" R=1893#U=708 W=1"6
(Rigid Surface) (Rigid Surface)
SEQ= 74320
PLT.TYP:WAVE DESIGN CRrr=FBC20kRES?PIt1007 FT/RT=20%(0%)110(D) QTY=1 PLIES=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. T. STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,683 P
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 15.0psf DATE 01-05-2018
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT-FURNISH A p E ET
IY/ COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
\1?+. WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES.DESIGN CONFORMS CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #4J200 TOT,LD, 55.Opsf O/A LEN. 50508
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE I DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)288-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FIN(:(772)288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE FLAT
BUILDING DESIGNER PER ANSVTPI 1.1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffactory.com
Job:BID#272E 1 Al THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 611/2013) 2 Complete Trusses Required
Top chord 2x6 SP#2:T1 2x4 SP#2:
T4 2x4 SP 1650f-1.5E:
Bot chord 2x6 SP M-26:B3,B4 2x6 SP#2: Nail ChorSchodule:0.120"x3",min.nails
Webs 2x4 SP#3:W 1,W5,W 16.W 18 2x6 SP#2: BotTop Chord:1 Raw @ 2.0"o.c.
:W2,W 13,W 15 2x4 SP#2: We Chord:1 Row @12.00"o.c.
Webs :1 Row @ 4"o.c.
Lumber value set 13B"uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails
in each row to avoid splitting.
All plates are 1.5X4 except as noted. Brg blocks:0.120"x3",min.nails
Special loads brg x-loc #blocks length/blk #nails/blk wall plate
( D =1 25/Plate DunFac.125) 2 31.083' 1 12" 11 Rigid Surface
-Lumber ur.Fac From plf at 21 93 plf at 5.06 Brg block to be same size and species as chord.
TC-From 93 plf at 5.06 to 93 pif at 18.31 Refer to drawing CNNAILSP1014 for more information.
TC-From 93 plf at 18.31 to 93 plf at 31.56
TC-From 93 plf at 31.56 to 93 plf at 39.83 (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements.
BC-From 20 plf at 0.00 to 20 plf at 12.00
BC-From 20 plf at 12.00 to 20 pH at 24.69 Wind bads and reactions based on MW FRS.
BC-From 20 plf at 24.69 to 20 plf at 36.69 All wind load cases on this truss have a 1.33 duration factor.
BC-From 20 plf at 36.69 to 20 plf at 37.08
TC-685.24 lb Gone.Load at 5.09
TC-198.43 lb Cone.Load at 7.12,9.12,11.12,13.12
15.12,17.13,18.37,20.37,22.37,24.37,26.37,28.37,30.37
TC-355.24 lb Cone.Load at 31.56
BC-794A8lb Cone.Load at 5.09
BC-104.50lb Cone.Load at 7.12,9.12.11.12,13.12
15.12,17.13,18.37,20.37,22.37,24.37,26.37,28.37,30.37
BC-1016.81 lb Cone.Load at 31.56
Negative reaction(s)of-641#MAX.(See below)from a non wind load case requires uplift connection.
170 mph wind,15.00 ft mean hgt ASCE 7-10,CLOSED bldg,not located within 9.00 fl from roof edge,RISK CAT 11,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Deflection meets U360 live and U240 total load.Creep increase factor for dead load Is 1.50. 685# ism +sa# Ise# lsea Ise# Ise# 355'##
5,6,10 F'd �2' • a 2' i 2 2' 1< p3'21
�-5'6'4 26'6' "I' 66"4�{
12 ®3X7 ff/5X7(R)
5.75 p R5 = = E
T „
T1 Wt W1 W T4 c�
-1' 05X7 W2 W =4X6(A1) o
J 2.
=sxs
=4X6 =6X8 =4X12 B31-3X7 B4
31710 6'3'14
29" 32'5"12 4W__!fl2
37VT -I
799# 10J � '05) 1c54 105# 188u1051 rose 14 lose '0J 105H t06ito1.s
LEFT RAKE=2'10"15 1 RIGHT RAKE=210"l5
R=45384 U=2011#W=5'8 R=7272#U=2023#W=3'4
(Rigid Surface) (Rigid Surface) SEQ= 74367
PLT.TYP:WAVE DESIGN CRIT-FEC2014RES"I,2007FT1RT=20%(0%7M0(0) QTY=1 PLIES=2 TOTAL=2 REV. 15.01.01 C. =sue 313-94LE=0.1148
"WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATING.HANDLING,SHIPPING.INSTALLING AND BRACING. P T" STILES TC LL 30. sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583
D'ONOFRIO DR.,SURE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL p E ET TC DL 15.Opsf DATE 01-05-2018
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 BC DL 10.Opsf DRWG
\ RESPONS13LE 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 CERTIFICATION BC LL O.Opsf
ROOF FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf 01A LEN. 370608
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-2.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE I DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)288-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288-4234 SUfTABLITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE HIPS
BUILDING DESIGNER PER ANSI1TPI 1-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffactory.com
Job:BID#272E /A2 , , THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 611/2013) All plates are 3X5 except as noted.
Top chord 2x4 SP 1650f-1.5E:T2.T3 2x4 SP#2: 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge.RISK CAT II,EXP C,
Bot chord 2x4 SP#2:B4 2x6 SP#2: wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3:W 12 2x6 SP#2:
Wind bads and reactions based on MWFRS with additional C&C memberdesign.
Lumber value set 1313"uses design values approved 1/3 012 01 3 by ALSC
(a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPFS or better"T"reinforcement.80%length of
Bottom chord checked for 10.00 psf non-concurrent Ave load. web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"OC.
All wind load cases on this truss have a 1.33 duration factor. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 1.50.
MW FRS loads based on trusses located at least 7.50 ft.from roof edge.
2378
T2 4X4T3
5.75 p - - (R)111.SX4
m (a) m
N O
a
05X7 W12 =4X6(A1) 'a
1'1 1111.SX4 � 1
4X R =H03 0 =4X8 =3X7 =5X7 X7 ..L
1113X7
31'17 - '{` 6'3'1 j
3 P4'3 - - 57*9
37,4.8 -I
R=1690tt U=6019 RL=2221-192#W=3'8 R=2572#U=833#W=4'14
(Rigid Surface) (Rigid Surface)
R=858/-20#U=178#W=4"14
(Rigid Surface)
RIGHT RAKE=2'10"16
SEQ= 74162
PLT.TYP:WAVE DESIGNCRIT=F8C2014RESfrP4200 FT1RT-20%(0%IHO(0) QTY=1 TOTAL=1 REV. 15.01.01C.0610.23 SCALE=0.1875
-WARNING*'
TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING.INSTALLING AND BRACING. T" STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING).PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
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 15.0psf DATE 01-04-2018
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT•'FURNISH A p E ET
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG
RESPONSIBLE FORANY 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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT,LD, 55.Opsf O/A LEN. 370408
_ 4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-7-THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288-4234 SUrrABLITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE HIPS
BULDING DrSIGNEP,PER ANSVTPI I-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffactory.com
Job:BID#272E /A3 e f THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 611/2013) All plates are 3X5 except as noted.
Top chord 2x4 SP#2:T4 2x4 SP 1650f-1.5E: 170 mph wind,15.00 it mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 It from roof edge.RISK CAT 11,EXP C,
Bot chord 2x4 SP#2:B4 2x6 SP#2: wind TO DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3:W 13 2x6 SP#2::W 15 2x4 SP#2:
Wind bads and reactions based on MW FRS with additional C&C member design.
lumber value set"13B"uses design values approved 1/30/2013 by ALSC
(a)Continuous lateral restraint equally spaced on member.Or 1x4#3SR6 SPFS or better'f"reinforcement.80%length of
Bottom chord checked for 10.00 psf non-concurrent We load. web member.Attached with 8d Box or Gun(0.113"x2.5",m1n.)nails @ 6"OC.
All wind load cases on this truss have a 1.33 duration factor. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead bad is 1 50.
MW FRS loads based on trusses located at least 7.50 ft.from roof edge.
—Bea 1919.8 etoa�
a
12
5.75 p 1111.5x4
' ta) (a) T4
f0 (e) o1.5X4 0
in
i0
1 04X6 1 =4X6(A1)
1Y15 a fiX8 1111.5X4 W15 1
11
1 4X8 R X =3X7 1.5X4 =5X7
113X7
31'1'7 + 6'3'1 q=jz
31'4'3 "}� 57"y—�I"11�2'9"
374"8
R=1724#U=614#RL=266/-236#W=3'8 R=2357#U=7549 W=4'14
(Rigid Surface) (Rigid Surface)
R=745#U=226#W=4'14
(Rigid Surface)
RIGHT RAKE=2'10"15
SEQ= 74345
PLT.TYP:WAVE DESIGN CRrr=F8C2014RESrrP42007"RT=20%(0%)10(0) QTY=1 TOTAL=1 REV. 15.01.01 C.0610.23 SCALE=0.1875
"WARNING'"TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T. STILES TC LL 30.0r1sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 p
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 P E ET TC DL 15.Opsf DATE 01-05-2018
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH A
�'f \. \ COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRW G
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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 370408
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)288-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBLITY OF THE SPACING 24.0" TYPE HIPS
BUILDING DESIGNE PER ANSIrrPI 1-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.i)dffacto[y.com
Job:BID#272E /A4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 6/1/2013) All plates are 3X5 except as noted.
Top chord 2x4 SP#2:T5 2x4 SP 1650f-1.5E: 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED Bldg,not located within 9.00 ft from roof edge,RISK CAT II,EXP C,
Bot chord 2x4 SP#2:B4 2x6 SP#2: wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18,
Webs 2x4 SP#3:W 13 2x6 SP#2:
Wind bads and reactions based on MWFRS with additional C&C member design.
Lumber value set"13B°uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total bad.Creep increase factor for dead load Is 1.50.
All wind bad cases on this truss have a 1.33 duration factor.
MW FRS loads based on trusses located at least 7.50 ft.from roof edge.
1519'8 } 10,10"8
=5X7 =5X7 111.5x4 =5X7
12
5.75 p
,6X8
m
6 °'
T5 �
p4X6 W13 =4X6(A1)
n
+1 s� 1111.5X4
14X8 R EI =5X7 =3X7 =4X6 M I 1.5X4 JL
1113X7
31'1'7` + 671 j
31'5' S'6'12 12 2'9'�{
�- 3748 _I
R=1724#U=612#RL=3101-260#W=W8 R=2319#U=760#W=4'14
(Rigid Surface) (Rigid Surface)
R=568#U=217#W=4'14
(Rigid Surface)
RIGHT RAKE=2'10"15
SEQ= 74158
PLT.TYP:WAVE DESIGNCRW=FBC2014RESR 14007FrRr=20%(0%y10(0) QTY=1 TOTAL=1 REV. 15.01.01C.0610.23 SCALE=0.1875
—WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATING.HANDLING,SHIPPING,INSTALLING AND BRACING. T. STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
�r D'ONOFRIO DR.,SUITE 200,MADISON,W 1.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS.UNLESS OTHERWISE INDICATED.TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC DL 15.0psf DATE 01-04-2018
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT-FURNISH A
'I/�• COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRW G
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
r
WITH TPI;OR FABRICATING,HANDLING.SHIPPING,INSTALLING AND BRACING OF TRUSSES.DESIGN CONFORMS CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT,LD, 55.0psf O/A LEN. 370408
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF.(772)288-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE $TUART,FL 34994
FAX:(772)288.4234 SUrrABLITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" rYpE SPEC
BULDING DESIGNERPER ANSVTPI I-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffactory.com
j
Job:BID#272E /A5 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 611/2013) All plates are SX7 except as noted.
Top chord 2x4 SP#2:T1,T5 2x4 SP 1650f-1.5E: 170 mph wind,15.09 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 It from roof edge,RISK CAT II,EXP C,
Bot chord 2x4 SP#2:64 2x6 SP#2: wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3:W 12 2x6 SP#2:
Wind bads and reactions based on MWFRS with additional C&C member design.
Lumber value set"l3B"uses design values approved 1/3 012 01 3 by ALSC
(a)Continuous lateral restraint equally spaced on member.Or 1x4#3SR6 SPFS or better"i"reinforcement.80%length of
Bottom chord checked for 10.00 psf non-concurrent Eve load. web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"OC.
All wind load cases on this truss have a 1.33 duration factor. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead bad is 150.
MWFRS bads based on trusses located at least 15.09 ft.from roof edge.
r- 12'8"8 11,9.8 I- 1210"8 -�
r
12
5.75 p
111.5X4
T1 (a)
i�
T5
64X6 W12 =4X6(A1)
1 T 3X5 1111.SX4
4X(R 3X= 5 = X5 =4XB =3X7 =3X5 =4X6 .5X4
1113X7
31'17 + 671 q-{
31'4.3 2'9"�
374'8 -'
R=1740#U=352#RL=3541-3249 W=3'8 R=2195#U=3779 W=4"14
(Rigid Surface) (Rigid Surface)
R=615#U=186#W=4'14
(Rigid Surface)
RIGHT RAKE=2'10"15
SEO= 74156
PLT.TYP:WAVE DESIGNCRtr=FBC2014RES] wc0]FTIRr=2016(0%y10(0) QTY=1 TOTAL=1 REV. 15.01.01C.0610.23 SCALE=0.1875
-WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T. STILES TC LL 30.0P sf REF
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
i FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC DL 15.0psf DATE 01-04-2016
f�J' PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT-FURNISH A
'I ( O \ COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE 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 CERTIFICATION BC LL 0.0psf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 370408
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 16D A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FIN(;(772)288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" ITYPE SPEC
BUILDING DESIGNER,PER ANSI/TPI 1-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffactory.com
Job:BID#272E /A6 • , • THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 6/112013) All plates are 3X5 except as noted.
Top chord 2x4 SP#2-.T5 2x4 SP 1650f-1.5E: 170 mph wind,15.57 ft mean hgt,ASCE 7-10,CLOSED Bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C.
Bot chord 2x4 SP#2:B4 2x6 SP#2: wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3:W 15 2x6 SP#2:
Wind bads and reactions based on MW FRS with additional C&C member design.
Lumber value set"13B"uses design values approved 1/30/2013 by ALSC
(a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPFS or better-r reinforcement.80%length of
(b)Continuous lateral restraint equally spaced on member.Or 2x4#3 or better 7'reinforcement.80%length of web web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"OC.
member.Attached with 16d Box or Gun(0.135"x35",min.)nails @ 6"OC.
Bottom chord checked for 10.00 psf non-concurrent live bad.
Deflection meets L/360 live and U240 total bad.Creep increase factor for dead load is 1.50.
All wind load cases on this truss have a 1.33 duration factor.
MWFRS loads based on trusses located at least 1557 ft.from roof edge.
�- 14'8"8 -L - 7'9"8 1410"8 -�
=SX7 III1.X4 m5X7
12 NX12
5.75 p
m (a) k5X7
65X7 m
(b)
T5
g4X6 W15 �4X6(A1)
T I III
Iln.sxa
i 4XH R X7 =3X71111.5X4 =4X6I11.5X4
1113X7
31'4.3 _i_ 6W9 "i"1�2'9•�
374"8 `
R=1744#U=34019 RL=398/.368#W=3'8 R=2170#U=348#W=4'14
(Rigid Surface) (Rigid Surface)
R=627#U=194#W=4"14
(Rigid Surface)
RIGHT RAKE=2'10"15
SEQ= 74154
PLT.TYP:WAVE DEWGNCRIT-FBC2014RES/rP4200]FfRR=20%(0%y10(0) QTY=1 TOTAL=1 REV. 15.01.01C.0610.23 SCALE=0.1875
"WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATING.HANDLING,SHIPPING,INSTALLING AND BRACING. T" STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
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 P E ET TC DL 15.Opsf DATE 01-04-2018
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT-**IMPORTANTFURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.0p sf DRWG
RESPONSIBLE FORANY DEVIATION FROMTHIS DESIGN;ANY FAILURE TO BUILD THETRUSSES IN CONFORMANCE CERTIFICATION BC LL 0.0psf
WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES.DESIGN CONFORMS
ROOF&FLOOR TRUSS SYSTEMS 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 A663 GR40 GALV.STEEL #49200 TOT.LD. 55.0psf O/A LEN. 370408
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 16D A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX;(772)2gt3-4234 SURABLITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE SPEC
BUILDING DES IGNE PER ANSVTPI I-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffactory.com
Job:BID#272E /A7 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 611/2013) All plates are 3X5 except as noted.
Top chord 2x4 SP#2:T5 2x4 SP 1650f-1.5E: 170 mph wind,16.05 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C.
Bot chord 2x4 SP 92:B1 2x4 SP 1650f-1.5E: wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
:134 2x6 SP#2:
Webs 2x4 SP#3:W 12 2x6 SP#2: Wind loads and reactions based on MW FRS with additional C&C member design.
Lumber value set"l38"uses design values approved 1/30/2013 by ALSC (b)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPFS or better"T'reinforcement.80%length of
web member.Attached with 8d Box or Gun(0.113"x2.5",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. Bottom chord checked for 10.00 psf non-concurrent live bad.
All wind load cases on this truss have a 1.33 duration factor. Deflection meets L1360 live and L/240 total load.Creep increase factor for dead bad is 1.50.
MW FRS bads based on trusses located at least 16.05 ft.from roof edge.
3'9'8 -{- -1610"8
=5 45(7
12
5.75 p
(b)
m 08X8 m
`5X7
(b)
T5
0I I.SX4 W12 =4X6(A1)
h
1111.5X4 i
B1 X7 =3X7 =4X6 .SX4 JL
115X7(R)
3147 + 671�z
31W3 ..r 5'7"9 "1f 2'9''_'I
-37'4"8 _r
R=1728#U=306#RL=442/-412#W=3"8 R=2265#U=333#W=4.14
(Rigid Surface) (Rigid Surface)
R=591#U=191#W=4'14
(Rigid Surface)
RIGHT RAKE=210"15
SEQ= 74152
PLT.TYP:WAVE DESIGN CRrr=FSC2014RES/IP4200]FT/W=20%(0%)M0(0) QTY=1 TOTAL=1 REV. 15.01.01C.0610.23 SCALE=0.1875
—WARNING-TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T" STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,683 P
D'ONOFRIO DR.,SURE 200,MADISON.WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL p E ET TC DL 15.Opsf DATE 01-04-2018
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '"IMPORTANT"FURNISH A
O`. COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE 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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 370408
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)288-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX;(772)2884234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" ITYPE SPEC
BUILDING DESIGNER,PER ANSVTPI I-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffactory.com
Job:BID#272E /HR5 , THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 611/2013) Special bads
-(Lumber Dur.Fac.1.25/Plate Dur.Fac.1.25)
Top chord 2x4 SP M-31 TC-From 92 plf at-3.87 to 92 plf at 1.42
Bot chord 2x4 SP 1650f-1.5E TC-From 46 plf at 1.42 to 46 ptf at 7.75
Webs 2x4 SP#3 BC-From 10 plf at 0.00 t0 10 plf at 7.75
TC-403.36 b Conc.Load at 1.42
Lumber value set"l3B"uses design values approved 1/3 012 01 3 by ALSC TC-106A9 b Conc.Load at 4.25
TC-474.42 b Conc.Load at 7.08
Negative reaction(s)of-756#MAX.(See below)from a non-wind bad case requires uplift connection. BC-40.39 b Conc.Load at 1,42
BC-41 AS Ito Conc.Load at 1 A2
170 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 C, BC-108.87 Ito Conc.Load at 4.25
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 ADU BC-574.85 lb Conc. ataa7.08
In lieu of rigid ceiling use pudins to brace SC @ 24"OC. I""-1-5"1 � 29 15 wind zadiWAR reactions baset- R-M*RS.
Deflection meets 1_/360 live and L1240 total bad.Creep increase factor for dearload is 1.50. T57 Bottom chord checked for 10.00 psf nq,-concurrent live bad.
All wind bad cases on this truss have a 1.33 duration factor.
O 6 11'7"6
R=4879 U=1929 NAILED
6 3X5
12
4.07 p
m
m m
io
v
1113X5
T 7( =6X6
1
pin!)
I-5�7-I
1T 11'5'4
19i 1D. 575p
R=177# NAILED R=-7564 U=915#W=3.14 R=690#U�610# NAILED
(Rigid Surface)
R=964#U=726#W=3'3
(Rigid Surface)
LEFT RAKE=3'11"13
SEQ= 74365
PLT.TYP:WAVE DESIGN CRIr=FSC2013RESRPW07FTW=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. T. STILES TC LL 30.0P sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583
/ D'ONOFRIO DR.,SURE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC IL 15.0psf DATE 01-05-2018
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT-FURNISH A
•�'/ O`. \ COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.0psf DRWG
?\r. 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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 70815
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE I DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" ITYPE HIP JACK
-BUILDING DESIGNER PER ANSMI I-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffactory.com
Job:BID#272E /HR5A • " THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 611/2013) All plates are 1.5X4 except as noted.
Top chord 2x4 SP 1650f-1.5E Special loads
Bot chord 2A SP#2 --(Lumber Dur.Fac.1251 Plate Dur.Fac.1.25)
Webs 2x4 SP#3:W 1 2x4 SP#2: TC-From 0 plf at-3.87 to 92 pff at-0.09
TC-From 2 pif at-0.09 to 2 plf at 7.75
Lumber value set'13B"uses design values approved 1/30/2013 by ALSC BC-From 2 plf at 0.00 to 2 plf at 1.82
BC-From 2 plf at 1.82 to 2 plf at 7.75
17D mph wind,15.00 ft mean hgt,ASCE 7-10.CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC TC--201.68 b Conc.Load at 1.42
DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 TC-165.71 b Conc.Load at 4.25
TC-297.48 lb Conc.Load 7.08
Wind loads and reactions based on MW FRS. 20 1�u+ BC-0.54 b Conc.Load at 42
BC--12.94 lb Conc.Load at�"--I
Bottom chord checked for 10.00 psf non-concurrent live load. BC-479A9 lb Conc.Load at 7.08
All wind load cases on this truss have a 1.33 duration factor. Deflection meets LI360 live and L/2401Rtal load.Creep increase factor for dead bad is 1.50.
0"6 117"6 -'
R=3559 U=568# NAILED
g4X4
12
4.07 p
N
� V
-3X5(A1
=6
W
v
T 77; 1 =3xs
j-�- 43.3 1.4'
11'64 -'
1'5.1- 2'915 2'9'15 -
1a -tau 4795 .
R=139# NAILED R=511#U=833#W=3"14 R=10179 U=19# NAILED
(Rigid Surface)
LEFT RAKE=3'11"13
SEQ= 73938
PLT.TYP.WAVE DESIGN CRIr=FSC2014RES"I-2007FTM-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. T. STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
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 P E ET TC DL 15.Opsf DATE 01-05-2018
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 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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 70815
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160A-2.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE I DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)288-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288,4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" ITYPE HIP JKC--K
BUILDING DESIGNER PER ANSLITPI I-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.i)dffactory.com
Job: BID#272E /J5• 1 ' • THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT ,
Value Set:13B(Effective 611/2013) 170 mph wind,15.00 It mean hgt,ASCE 7-10,CLOSED bldg,not located within 4.50 R from roof edge,RISK CAT II,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Top chard 2x4 SP 1650f-1.5E
Bot chord 20 SP#2 Wind bads and reactions based on MW FRS with additional C&C member design.
Webs 2x4 SP#3
In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Lumber value set 13B"uses design values approved 1/30/2013 by ALSC
Bottom chard checked for 10.00 psf non-concurrent live bad.
Deflection meets U360 live and L1240 total load.Creep increase factor for dead load is 1.50.
All wind load cases on this truss have a 1.33 duration factor.
MW FRS loads based on trusses located at least 7.50 ft.from roof edge.
62"12
R=19W U=142# NAILED
12
5.75 p
p� N
l7 i
V
m3X5(R
T -
N
1
1113X7 Z—�1.SX4
�—2'9" + -5'6"4
R=6249 U=169#RL=2231-130#W=3'4 R=105#U=84 NAILED
(Rigid Surface)
LEFT RAKE=2'10"15
SEQ= 74284
PLT.TYP:WAVE DESIGN CRIr=FBC2014RESRPI-2007FTM40%(0%)t10(0) QTY=14 TOTAL=14 REV. 15.01.01C.0610.23 SCALE=0.5000
^WARNING'•TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING.INSTALLING AND BRACING. T. STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
r` D'ONOFRIO DR.,SURE 200,MADISON.WI.53719)FOR SAFETY PRACTICES PRIORTO PERFORMING THESE
FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL p E ET TC DL 15.0psf DATE 01-05-2018
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH A
'
,r ( O`. COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE 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 CERTIFICATION BC LL 0.0psf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD, 55.Opsf O/A LEN. 50604
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF.(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAQ(;(772)288.4234 SUrrABLrrY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE EJACK
BULDING DESIGNER,PER ANSVTPI 1-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.L)dffactory.com
Job:BID#272E /CJ5 , • THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 611/2013) 170 mph wind,15.00 ft mean hgl,ASCE 7-1 D.CLOSED bldg,not located within 4.50 ft from roof edge,RISK CAT 11,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Top chord 2X4 SP 1650f-1.5E
Bot chord 2X4 SP#2 Wind bads and reactions based on MWFRS with additional C&C member design.
Webs 2X4 SP#3
In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Lumber value set"136"uses design values approved 1I30/2013 by ALSO
Bottom chord checked for 10.00 psf non-concurrent live bad.
Deflection meets U350 live and U240 total load.Creep increase factor for dead bad is 1.50.
All wind bad cases on this truss have a 1.33 duration factor.
MW FRS loads based on trusses located at least 7.50 R.from roof edge.
R=177#U=1284 NAILED
12
5.76 p r
>,3
T
11V
1
��1113X7 z 1.SX4
27.8 5'0.7
R=5851t U=158#RL=2061-122#W=5'a R=954 U=10# NAILED
(Rigid Surface)
LEFT RAKE=2'9"4
SEQ= 73925
PLT.TYP:WAVE DESIGN CRIr=FBC2014RES?PI2007FT/RT=20%(0%VI0(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. T. STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING).PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
D'ONOFRIO DR.,SUITE 200,MADISON,W I.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.Opsf DATE 01-04-2018
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH A'
P / COPY OF THIS DESIGN TO THE INSTALLATIONP PE ET INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRING
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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 50007
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-7-THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FIN(:(772)288-4234 SUITABLITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBLRY OF THE SPACING 24.0" TYpE JACK
BULDING DESIGNER,PER ANSVTPI 1-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffacto[y.com
Job:BID#272E /CJ5A THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 6/1/2013) All plates are 3X5 except as noted.
Top chord 2x4 SP 1650f-1.5E 170 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 C.
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind bads and reactions based on MW FRS with additional C&C member design.
Lumber value set"13B"uses design values approved 1/3 012 01 3 by ALSC
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets LJ360 live and U240 total bad.Creep increase factor for dead load is 1.50.
All wind load cases on this truss have a 1.33 duration factor.
MW FRS loads based on busses located at least 7.50 ft.from roof edge.
R=609 NAILED
014X
12
5.75 p
C io
th T�
io
3X5(A1 io
T+
T
m
a
1
111.SX4 =4X4
5'0"7
R--635#U=206#RL=2091-125#W=3'4 R=192#U=128# NAILED
(Rigid Surface)
LEFT RAKE=2'10"15
SEQ= 73921
PLT.TYP:WAVE DESIGN CRr-FSC2014RESRP42007FTR3T-20%(0%)n0(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. T" STILES TC LL 30.0P Sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING).PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583
D'ONOFRIO OR.,SURE 200,MADISON.WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL p E ET TC DL 15.Opsf DATE 01-04-2018
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT-FURNISH A
V% ( 0\ COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE 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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR' SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 50007
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)2884234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" ITYPE JACK
BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.adffactory.com
Job:(BID#272E) /CJ3 • 4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 611/2013) 170 mph wind,15.00 It mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C.wind TC
DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.1 B
Top chord 2x4 SP 1650f-1.5E
Bot chord 2x4 SP#2 Wind bads and reactions based on MW FRS with additional C&C member design.
Webs 2x4 SP#3
In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Lumber value set"1313"uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non-concurrent live bad.
Deflection meets LJ360 live and L/240 total bad.Creep increase factor for dead load is 1.50.
All wind bad cases on this truss have a 1.33 duration factor.
�- 2'8"15 �{
R=53#Rw=63#U=53# NAILED
12
5.75 p 03X5 L`
zv
TV -
1rM
-
113X7 k3X5
�«— —27"8 - 3'0"7- -�
R=512#U=1609 RL=1481-100#W=3'4 R=54#U=20# NAILED
(Rigid Surface)
LEFT RAKE=2'9"4
SEQ= 74288
PLT.TYP:WAVE DESIGN CRrr=F8C2014RES/TPI-2007 FTRiT=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. T. STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,563 P
D'ONOFRIO DR.,SUITE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
i FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL p E ET TC DL 15.Opsf DATE 01-05-2018
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 BC DL 10.Opsf DRWG
RESPONS13LE 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 CERTIFICATION BC LL 0.0psf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 30007
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 16D A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" ITYPE JACK
BUILDING DESIGNER PER ANSVTPI I-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffactory.com
Job:BID#272E /CJ3A z THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 611/2013) All plates are 3X5 except as noted.
Top chord 2x4 SP 1650f-1.5E 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C.wind TO
Bot chord 2x4 SP#2 DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind bads and reactions based on MWFRS with additional C&C member design.
Lumber value set"136"uses design values approved 1l30l2013 by ALSC
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets U360 live and U240 total bad.Creep increase factor for dead load is 1.50.
All wind bad cases on this truss have a 1.33 duration factor.
I1
R=56#U=3# NAILED
77
12
5.75 F7'
N
ih
N (V ^
< N
1111.5X4
v
1
111.5X4
.27,B 4.12 2'33 14.8
X0'7
R=536#U=201#RL=148/-10D#W=3'4 R=229 Rw=67#U-64tt NAILED
(Rigid Surface)
LEFT RAKE=2'9"4
SEQ= 73923
PLT.TYP:WAVE DESIGN CRrr=FBC2014RESRPI-2007 FTIRT=20%(0%y10(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 TC LL 30.Opsf REF
\ D'ONOFRIO DR.,SUITE 200,MADISON,WL 53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE T. STILES
% FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.0psf DATE 01-04-2018
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH A P E ET COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG
RESPONSBLE 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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 30007
4175 MARTIN HIGHWAY EXCEPTAS NOTED.APPLY CONNECTORS TO EACH FACE OFTRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 240" JACK
BUILDING DESIGNER .
PER ANSVTPI I-1995 SECTION 2. TYPE
PDF created with pdfFactory Pro trial version www.pdffactory.com
Job:BID#272E /CJ1 1 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-247#MAX.(See below)from a non-wind load Case requires uplift connection.
Top chord 2x4 SP M-31 170 mph wind,15.00 it mean hgt,ASIDE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II.EXP C,wind TC
Bot chord 2x4 SP 92 DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.13
Webs 2x4 SP#3
Wind bads and reactions based on MW FRS with additional C&C member design.
Lumber value set•l3B"uses design values approved 113 012 01 3 by ALSC
In lieu of rigid ceiling use purlins to brace 8C @ 24"OC.
Bottom chord checked for 10.00 psf non-concurrent live bad.
Deflection meets L/360 live and LI240 total load.Creep increase factor for dead bad is 1.50.
All wind load cases on this truss have a 1.33 duration factor.
�— — 1 R=-24-247#Rw=354 U=324#RL--90/-73# NAILED
1113X5
12
5.75 p
- o
N tV
1113X7
278 -0.7 -{
R=593#Rw=619#U=3639 W=5'8
(Rigid Surface)
R=21# NAILED
LEFT RAKE=2'9"4
SEQ= 73929
PLT.TYP:WAVE DESIGN CRIr=FBC20URES/TPI-2007 FT1RT4G%(0 fiYI0(D) QTY=2 TOTAL=2 REV. 15.01.01 C.0610.23 SCALE=1.0000
—WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATING.HANDLING,SHIPPING,INSTALLING AND BRACING. T. STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
D'ONOFRIO DR.,SURE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC DL 15.0psf DATE 01-04-2018
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 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 CERTIFICATION BC ILL 0.0psf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 10007
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FIN(;(772)288,4234 SUITABLITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE JACK
BUILDING DESIGNER PER ANSVTPI 1-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffactory.com
Job:BID#272E /CJ1A THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 61112013) Negative reaction(s)of-249#MAX.(See below)from a non-wind load case requires upift connection.
Top chord 2x4 SP M-31 170 mph wind,15.00 ft mean hgt,ASCE 7-10.CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C,wind TIC
Bot chord 20 SP#2 DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.1 B
Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Wind bads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non-concurrent live bad. In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
All wind load cases on this truss have a 1.33 duration factor. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50.
R=2499 Rw=1884 U=2780 NAILED
=3X5(A1
o
T
N 12
e 5.76 p
c2
c
IV
27'8
R=6824 U=3689 RL=901-790 W=3"4
(Rigid Surface)
R=77#Rw=62#U=84# NAILED
LEFT RAKE=2'9"4
SEQ= 73931
PLT.TYP:WAVE DESIGN CRrr=FBC2014RESRPIZ007 FT/Rr-20%(0%y10(0) QTY=2 TOTAL=2 REV. 15.01.01 C.0610.23 SCALE 1.0000
—WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T• STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
D'ONOFRIO DR.,SUITE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
i% �� FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.Opsf DATE 01-04-2018
�r/�7 PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"'FURNISH A p E ET
I VJ- ( O COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG
'�,' RESPONSIELEFOR 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 CERTIFICATION BC LL O.Opsf
nfoh
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 10007
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX-(772)288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" ITYPE JACK
BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffactory.com
Job:BID#272E /MV1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 61112013) 170 mph wind,16.92 ft mean hill,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TIC
DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.1 B
Top chord 2A SP#2
Bot chord 2A SP#2 Wind bads and reactions based on MW FRS with additional C&C member design.
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 live and U240 total load.Creep Increase factor for dead load is 1.50. Bottom chard checked for 10.00 psf non-concurrent live bad.
All wind load cases on this truss have a 1.33 duration factor. See DWG VAL180101014 for valley details.
MW FRS bads based on trusses located at least 8.46 ft.from roof edge.
12
5.75
�3X5(D1
1
1'11"6
R=220# =41.RL 36#W=1'11'8
(Rigid urface)
SEQ= 74870
PLT.TYP.WAVE DESIGN CRJr=FBC2014RESfPI,007FTAU=20%(0%y10(0) QTY=1 TOTAL=1 REV. 15.01.01 C.0610.23 SCALE=1.0000
—WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T.
. STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
ft
DONOFRIO DR.,SURE 200,MADISON,W1.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESEFUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.0psf DATE 01-23-2018
�M PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH APEET\ COPY OF THIS DESIGN TO THE NSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.0psf DRWG
A , RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES N CONFORMANCE
r.' --Z1 WITH TPI;OR FABRICATING,HANDLNG,SHIPPING,INSTALLING AND BRACING OF TRUSSES.DESIGN CONFORMS CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 11108
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 16D A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)28&4234 SUrrABLITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE VAL
BULDINGDESIGNE PER ANSVrPI 1-1995 SECTION 2.
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Job:BID#272E /MV2 , " THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 6/112013) 170 mph wind,21.07 It mean hgt,ASCE 7-10.CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C.wind TC
DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Top chord 2X4 SP#2
Sot chord 2X4 SP#2 Wind bads and reactions based on MW FRS with additional C&C member design.
Webs 2X4 SP#3
In lieu of rigid ceiing use purlins to brace BC @ 24"OC.
Lumber value set"l38"uses design values approved 1/3 012 01 3 by ALSC
Bottom chord checked for 10.00 psf non-concurrent live bad.
Deflection meets LJ360 jive and U240 total bad.Creep increase factor for dead load is 1.50.
See DWG VAL180101014 for valley details.
All wind load cases on this truss have a 1.33 duration factor.
MW FRS bads based on trusses located at least 21.07 ft.from roof edge.
nl.sxa
12
s.75 p
-3X5(D1
11,
3'0.5
R-1 r U=100pif RI-17F7plf W�'0"5
(R'"Surface)
SEQ= 74862
PLT.TYP:WAVE DESIGN CRIr=FBC2014RE&TPI-2007FPRT=70%(D%y1D(D) QTY=1 TOTAL=1 REV. 15.01.01C.0610.23 SCALE=1.0000
—WARNING-TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING.INSTALLING AND BRACING. T. STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING).PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 p
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 TC DL 15.Opsf DATE 01-23-2016
(�Mk.% / PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH A P E ET
� - C O COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE. BC DL 10.Opsf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
GWITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES.DESIGN CONFORMS CERTIFICATION BC LL O.Opsf
ROOF&F100R TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 30005
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN.POSITION CONNECTORS PER DRAWINGS 160A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBLITY OF THE SPACING 24.0" ITYPE VAL
BUILDING DESIGNER,PER ANSVrPI 14995 SECTION 2.
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Job:BID#272E /MHV2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 611/2013) 170 mph wind,15.05 it mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C.wind TC
DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Top chord 2x4 SP#2
Bot chord 2x4 SP 92 Wind bads and reactions based on MW FRS With additional C&C member design.
Webs 2x4 SP#3
In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Lumber value set"136"uses design values approved 1l3012013 by ALSC
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets LJ360 live and U240 total bad.Creep increase factor for dead bad is 1.50.
See DWG VAL180101014 for valley details.
All wind load cases on this truss have a 1.33 duration factor.
MW FRS loads based on trusses located at least 8.03 ft.from roof edge.
2'3'15 1'7'9
=4X4 1111.5X4
12
5.75 p
0
m3X5(D1
11. 4 1.
3'11"8
=113p1f U=100p1f R 12plf W=3'11'8
(Rigid Surface)
SEQ= 74872
PLT.TYP:WAVE DESGN6R)r=FBC2014M&TPP=7FTIRT4D%(0%111D(D) QTY=1 TOTAL=1 - REV. 15.01.01C.0610.23 SCALE=1.0000
REFER TO HIB 91(HANDES LING NG INSTALLING AND BRACING).PUBLISHED E CARE IN I YDTPI(TRUSS PLAT INALLING STITUTE,TITUTE,5583BRACING. 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 15.0Psf DATE 01-23-2018
O PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH A P E ET COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,JNC.SHALL NOT BE 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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.0PSf O/A LEN. 31108
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF.(772)288-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288-4234 SURABLITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE VAL
BULDING DESIGNERPER ANSVTPI I-1995 SECTION 2.
PDF Created with pdfFactory Pro trial version www.pdffactory.com
Job:BID#272E /MHV3 • THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 611/2013) 170 mph wind,15.09 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C.wind TC
DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 Wind bads and reactions based on MW FRS with additional C&C member design.
Webs 2x4 SP#3
In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Lumber value set 13B"uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets U360 live and U240 total bad.Creep increase factor for dead load is 1.50.
See DWG VAL180101014 for valley details.
All wind load cases on this truss have a 1.33 duration factor.
MW FRS loads based on trusses located at least 7.55 ft.from roof edge.
2'3'15 379 -�
m4x4 111.5X4
12
5.75 p
0
w3X5(D1
164 4
n3X5
R=113plf U=100p1f R=8plf W=5'11'8
(Rigid Surface)
SEQ= 74874
PLT.TYP:WAVE DESGN CRrr=FBC2014RES7rP1 M7 FTM-20%(0%y10(0) QTY=1 TOTAL=1 REV. 15.01.01 C.0610.23 SCALE=1.0000
—WARNING-TRUSSES REQUIRE EXTREME CARE IN FABRICATING.HANDLING,SHIPPING.INSTALLING AND BRACING. T. STILES TC ILL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING).PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
D'ONOFRIO DR.,SUITE 200,MADISON.WL 53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC DL 15.Opsf DATE 01-23-2016
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 BC DL 10.Opsf DRWG
RESPONSIBLE FORANY 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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT,LD, 55.Opsf O/A LEN. 51108
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 16D A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE VAL
BUILDING DESIGNER,PER ANSI1TPI 14995 SECTION 2.
PDF created with pdfFactory Pro trial version www.i)dffactory.com
'
Job:BID#272E /MHV4 L • THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 61112013) 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC
DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 Wind bads and reactions based on MW FRS with additional C&C member design.
Webs 2x4 SP#3
In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Lumber value set 13B"uses design values approved 1130/2013 by ALSC
Bottom chord checked for 10.00 psf non-concurrent live bad.
Deflection meets U360 live and L1240 total bad.Creep increase factor for dead load is 1.50.
See DWG VAL180101014 for valley details.
All wind load cases on this truss have a 1.33 duration factor.
MWFRS loads based on trusses located at least 7.50 ft.from roof edge.
2'3'15 57"9 -
Y4X6(R) 1111.SX4
12
5.75
0
=3X5(Dl
1. 4 t
xa
1113X5
7'
R=113p1(U=100plf R=6plf W=7"11'8
(Rigid Surface)
SEQ= 74876
PLT.TYP:WAVE DES13NCRrr=FBC7014RES/rP1-2007FTW-20%(0%y10(0) QTY=1 T0TAL=1 REV. 15.01.01C.0610.23 SCALE=1.0000
—WARNING-TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING.UN T. STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
D'ONOFRIO OR.,SURE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
i FUNCTIONS. LESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL p E ET TC DL 15.Opsf DATE 01-23-2018
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 BC DL 10.Opsf DRW G
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WITH TPh,OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES.DESIGN CONFORMS CERTIFICATION BC LL O.OPSf
ROOF$i FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 71108
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY.FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288 4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE VAL
BUILDING DESIGNER,PER ANSVTPI 1-1995 SECTION 2.
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Job:BID#272E /MHV5 4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 61112013) 170 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 C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 Wind bads and reactions based on MW FRS with additional C&C member design.
Webs 2x4 SP#3
In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Lumber value set"l3B"uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non-concurrent live bad.
Deflection meets U360 live and U240 total bad.Creep increase factor for dead load is 1.50.
See DWG VAL180101014 for valley details.
All wind load cases on this truss have a 1.33 duration factor.
MW FRS loads based on trusses located at least 7.50 ft.from roof edge.
—2'3"15
12 m4X4 111.5X4 111.5X4
5.75 p T
=3X5(D1
X4 ll X4 1
1111.5X4
R=113pif U=100plf RL=spit W=9'2'15
(Rigid Surface)
SEQ= 74878
PLT.TYP.WAVE DESMCRrr=FEC20MRE5/fP1-2007FT/Rr=2G%(0%V1Q(0) QTY=1 TOTAL=1 REV. 15.01.01C.0610.23 SCALE=0.7500
"WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T. STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 p
D'ONOFRIO DR.,SURE 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 01-23-2018
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH A P E ET
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE 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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 90215
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z_THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)288-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
.•4
FAX:(772)288234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" ITYPE VAL
BUILDING DESIGNER PER ANSVTPI I-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.i)dffactory.com
Job:BID#272E /PV1 ' THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 6/1/2013) All plates are 1.5X4 except as noted.
Top chord 2x4 SP#2 170 mph wind,20.91 ft mean hgt,ASIDE 7-10,CLOSED bldg,not located within 4.50 It from roof edge.RISK CAT 11,EXP C.
Bot chord 2x4 SP 92 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind bads and reactions based on MW FRS with additional C&C member design.
Lumber value set"13B"uses design values approved 1/30/2013 by ALSC
In Eeu of rigid ceiling use purlins to brace BC @ 24"OC.
Bottom chard checked for 10.00 psf non-concurrent Eve bad.
Deflection meets L/360 Eve and L/240 total load.Creep increase factor for dead bad is 1.50.
See DWG VAL180101014 for valley details.
Shim all supports to sold bearing.
All wind load cases on this truss have a 1.33 duration factor.
4'3"
a 3X5
Ll
12
5.75 F,�
c T
IV
=3x5(D1
0
.75
1 11
5'4'
3' '9 2'27
R=161plf U=100ptf RL=40/-11plf W=3'1'9
(Rigid Surface)
R-07pfl U=100pA W=2'2'7
(Rigid Surface)
SEQ= 74860
PLT.TYP.WAVE DESIGN CRIf=FEC2014RES/TPId007 FT/RT=20%(0%yI0(D) QTY=1 TOTAL=1 REV. 15.01.01 C.0610.23 SCALE=1.0000
'WARNING**
TRUSSES REQUIRE EXTREME CARE IN FABRICATING.HANDLING,SHIPPING,INSTALLING AND BRACING. T. STILES TC LL 30.0 Sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
D'ONOFRIO DR.,SUITE 200,MADISON.W I.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
i FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.Opsf DATE 01-23-2018
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT-FURNISH A P E ET
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE 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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 50401
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE I DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:� ..4 2)288234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" ITYPE VAL
BUILDING DESIGNER,PER ANSVTPI 1-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.adffactory.com
Job:BID#272E /PV2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 611/2013) Ali plates are 1.5X4 except as noted.
Top chord 2x4 SP#2 170 mph wind,20.67 It mean hgt,ASCE 7-10.CLOSED bldg,Located anywhere in roof.RISK CAT II,EXP C.wind TO
Bot chord 2x4 SP#2 DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind bads and reactions based on MW FRS with additional C&C member design.
Lumber value set"136"uses design values approved 1/30/2013 by ALSC
In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Bottom chord checked for 10.00 psi non-concurrent Eve bad.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead bad is 1 S0.
See DWG VAL180101014 for valley details.
Shim all supports to sold bearing.
All wind load cases on this truss have a 1.33 duration factor.
12
5.75
X
N
f+l
O
tV
5.75
�3X5(D1
7'3"8
3'1"1 4'2"7 -�
R=51plf U=100plf RL=771-21plf W=3' R=162p0 U=100plf W=4'2"7
(Rigid Surface) (Rigid Surface)
SEQ= 74858
PLT.TYP.WAVE DESIGN CRrr=FBC20URESRP13007FT/RT=20%(0%y10(0) QTY=1 TOTAL=1 REV. 15.01.01C.0610.23 SCALE=0.7500
"WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T. STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING).PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,683 P
D'ONOFRIO DR.,SURE 200,MADISON.W1.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
I\ FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC DL 15.0psf DATE 01-23-2018
O
(�l� 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 BC DL 10.Opsf DRWG
r�, \ 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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD, 55.Opsf O/A LEN. 70401
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 16DA-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF.(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAQ(;(772)288-234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" ITYPE VAL
BUILDING DESIGNER PER ANSMI I-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffactory.com
Job:BID#272E /PV3 ° • • THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 6/l/2013) Ail plates are 1.5X4 except as noted.
Top chord 2x4 SP#2 170 mph wind,20.19 ft mean hgt.ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT II,EXP C.
Bot chord 2x4 SP#2 wind TC 01-=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.1 B
Webs 2x4 SP#3
Wind bads and reactions based on MW FRS with additional C&C member design.
Lumber value set"1313"uses design values approved 1/30/2013 by ALSC
In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Bottom chord checked for 10.00 psf non-concurrent rive bad.
Deflection meets L/360 Eve and L/240 total load.Creep increase Factor for dead load is 1 S0.
See DWG VAL180101014 for valley details.
Shim all supports to sold bearing.
All wind load cases on this truss have a 1.33 duration factor.
MW FRS bads based on trusses located at least 10.09 ft.from roof edge.
12
5.75
C
N
V
N
Q 5.75
12
�3X5(D1
—4 4
31111 6'27
R=86pR RL=82/-28pM W=3' R=130plF U=100pff W=627
(Rigid Surface) (Rigid Surface)
SEQ= 74856
PLT.TYP.WAVE DESIGN CRIr=FBC2014REWPI-1007 FT1RT=20%(0°6)110(0) QTY=1 TOTAL=1 REV. 15.01.01 C.0610.23 SCALE=0.5000
-WARNING**
TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T. STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
/ D'ONOFRIO OR.,SURE 21,MAOISON,W L 13719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
i FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.Opsf DATE 01-23-2018
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT-FURNISH APEET 1 ( O COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE 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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 90401
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-7-THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)268-4234 SURABLrrY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" ITYPE VAL
BUILDING DESIGNER PER ANSVTPI I-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.adffactory.com
Job:(BID#272E) /PV4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 611/2013) All plates are 1.5X4 except as noted.
Top chord 2x4 SP#2 170 mph wind,.19.71 it mean h9t,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge.RISK CAT II,EXP C.
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind bads and reactions based on MW FRS with additional C&C member design.
Lumber value set"l313"uses design values approved 1/3012013 by ALSC
In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Bottom chord checked for 10.00 psf non-concurrent Eve load.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50.
See DWG VAL180101014 for valley details.
Shim all supports to sold bearing.
All wind load cases on this truss have a 1.33 duration factor.
MWFRS loads based on trusses located at least 9.65 ft.from roof edge.
XS
12
5.75 p
v
rn
M
Q 5.76
12
=3X5(D1
= q
11VT 'I
R=105pH RL=102/-35plf W=3' R=119pff U=100pff W=87'7
(Rigid Surface) (Rigid Surface)
SEQ= 74854
PLT.TYP:WAVE DESIGN CRIr-FSC70URE3RPI-2W7 FT/RT4a%(0%y10(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. T. STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING).PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
D'ONOFRIO DR.,SUITE 200,MADISON.WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
i=' \ FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PEET TC DL 15.Opsf DATE 01-23-2018
y i PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH A
( Q COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE 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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 110401
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)288-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288-4234 SUFABLITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE VAL
BUILDING DESIGNERPER ANSVTPI 1-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.i)dffactory.com
Job:BID#272E /PV5 • THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 611/2013) All plates are 1.5X4 except as noted.
Top chord 2x4 SP#2 170 mph wind,19.23 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT II,EXP C,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind bads and reactions based on MW FRS with additional C&C member design.
Lumber value set"13B"uses design values approved 1130/2013 by ALSC
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 L/360 live and LI240 total load.Creep increase factor for dead bad is 1.50.
See DWG VAL180101014 for valley details.
Shim all supports to sold bearing.
All wind load cases on this truss have a 1.33 duration factor.
MW FRS bads based on trusses located at least 9.61 ft.from roof edge.
12
5.75 (7
G5X7 �
a
0
'v
Q 5.75
12
=3X5(D1
4
1378
�3'1"1 10'27 -
R=99plf RL=121/-42plf W=3' R=120p6 U=100plf W=10'27
(Rigid Surface) (Rigid Surface)
SEQ= 74852
PLT.TYP:WAVE DESIGNCRrr=FBC2014RESnPId007FT1RT=20%(0%V10(D) QTY=1 TOTAL=1 REV. 15.01.01C.0610.23 SCALE=0.3750
—WARNING-TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING.SHIPPING.INSTALLING AND BRACING. T. STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,683 P
D'ONOFRIO DR.,SUITE 200,MADBON,W L 53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS.UNLESS OTHERWISE INDICATED.TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.Opsf DATE 01-23-2018
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT-FURNISH A P E.ET
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.0psf DRWG
�'�' RESPONSBLE 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 CERTIFICATION BC LL 0.0psf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 130401
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF.(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE VAL
BUILDING DESIGNER,PER ANSVTPI I-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffactory.com
Job:BID#272E /PV6 " t THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 6/1/2013) All plates are 1.5X4 except as noted.
Top chord 2x4 SP#2 170 mph wind.18.75 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C.
Bot chord 20 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/.)=0.18
Webs 2x4 SP#3
Wind bads and reactions based on MW FRS with additional C&C member design.
Lumber value set"1313"uses design values approved 1/30/2013 by ALSC
In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Bottom chord checked for 10.00 psf non-concurrent We bad.
Deflection meets L/360 live and U240 total load.Creep increase factor for dead bad is 1.50.
See DWG VAL180101014 for valley details.
Shim all supports to solid bearing.
All wind load cases on this truss have a 1.33 duration factor.
MWFRS bads based on trusses located at least 9.37 ft.from roof edge.
3X5
12
5.75 (7
05X7 n
M
0
Q 5.75
12
m3X5(D1
A4X6
15'3'8
�►---3'1'l 'I' 12'2"7
R=180pif U=100plf RL=137147plf W=3'1"1 R=98plf U=100pif W=12'2'7
(Rigid Surface) (Rigid Surface)
SEQ= 74845
PLT.TYP:WAVE DESIGN CRIr-FBC2014RES/rP1-2007FT/RT40%(0'QIi0(D) 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. T• STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
D'ONOFRIO DR.,SUITE 200,MADISON.WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
i FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC DL 15.Opsf DATE 01-23-2018
/7 PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT"FURNISH A
V Imo' C PECOPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE 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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 150401
GH 4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160A-2.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)288-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" ITYPE VAL
BUILDING DESIGNER PER ANSVTPI 1.199S SECTION 2.
PDF Created with pdfFactory Pro trial version www.pdffactory.com
Job:BID#272E /PV7 • k • r THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 611/2013) All plates are 1.5X4 except as noted.
Top chord 2x4 SP#2 170 mph wind,18.27 ft mean hgt,ASCE 7-10,CLOSED bldg.not located within 9.00 ft from roof edge.RISK CAT ll,EXP C,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind bads and reactions based on MW FRS with additional C&C member design.
Lumber value set"13B"uses design values approved 1/3012013 by ALSO
In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Bottom chord checked for 10.00 psf non-concurrent five bad.
Deflection meets U360 live and L/240 total load.Creep increase factor for dead bad is 1.50.
See DWG VAL180101014 for valley details.
Shim all supports to sold bearing.
All wind load cases on this truss have a 1.33 duration factor.
MW FRS bads based on trusses located at least 18.27 ft.from roof edge.
12
5.75 p
n
x7 W
05X7
io
Q 5.75
12
=3X5(D1
554X6
3'1'1 1477 -�
R=63plf U=100plf RL=118/-54p[f W=3'1' R=126plf U=100plf W=14'2.7
(Rigid Surface) (Rigid Surface)
SEQ= 74838
PLT.TYP:WAVE DESIGN CR1r=FBC2014RE5?PI-2007FTIRT-20%(0'h)H0(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. T• STILES TC LL 30.0 sf REF
REFER TO HB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
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 TC DL 15.Opsf DATE 01-23-2018
% PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT*'FURNISH A p E ET
V/, - ! � COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG
���/7i'�,' 0 RESPONSBLE 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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT,LD, 55.Opsf O/A LEN. 170401
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 16DA-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288-4234 SURABLITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE VAL
BUILDING DESIGNER PER ANSVTPI 1-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffacto[y.com
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Job:BID#272E /PV8 , THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 6/112013) All plates are 1.5X4 except as noted.
Top chord 2x4 SP#2 170 mph wind.17.49 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 It from roof edge,RISK CAT II,EXP C,
Bot chord 2x4 SP 92 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.1 B
Webs 2x4 SP#3
Wind bads and reactions based on MW FRS with additional C&C member design.
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.
Bottom chord checked for 10.00 psf non-concurrent five load.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1 S0.
See DWG VAL180101014 for valley details.
Shim all supports to solid bearing.
All wind load cases on this truss have a 1.33 duration factor.
MW FRS bads based on trusses located at least 17.49 ft.from roof edge.
12
5.75 p
0
f`
G 7 m o
i 5X7
i.
Q 5,75
12
=3X5(D1
o4X6
1T11"13
14'10'12 -
R=64plf U=100plf RL=1231b6plf W=3'1' R=125pff U=100pff W=14'10'12
(Rigid Surface) (Rigid Surface)
SEQ= 74841
PLT.TYP:WAVE DESIGN CRrr-FBC20iaRESITP1-2007FT/RT-20%(0%y10(D) 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. T. STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
D'ONOFRIO DR..SURE 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 01-23-2018
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT-FURNISH A P EET BC DL 10.Opsf DRWG
��
CERTIFICATION BC LL COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE
' 0 RESPONS13LE 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
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.0psf O/A LEN. 171113
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" ITYPE VAL
BUILDING DES IGNER PER ANSVTPI 1-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffactory.com
•
1 ,
Job:BID#272E /PV9 r THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 611/2013) All plates are 1.5X4 except as noted.
Top chord 2x4 SP 92 170 mph wind,16.86 ft mean hgt,ASIDE 7-10.CLOSED bldg,not located within 9.00 ft from roof edge.RISK CAT II,EXP C,
Bot chord 2x4 SP 92 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
:Lt Stub Wedge 2x4 SP#3: Wind bads and reactions based on MW FRS with additional C&C member design.
Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non-concurrent Eve bad. In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
See DWG VAL180101014 for valley details. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50.
All wind load cases on this truss have a 1.33 duration factor. Shim all supports to sold bearing.
MWFRS loads based on trusses located at(east 16.86 ft.from roof edge.
12
5.75 p /5X7 N
O
�5X7 N
Q 5.75
12
IE3X5(G1
T
i =-4X4
18'8'12
1 3•�{�3'11"1 14'9"11
R=383#U=26#RL-026/-229#W=3"B R=128pff U=100plf W=14'9'11
(Rigid Surface) (Rigid Surface)
LEFT RAKE=1'3"9
SEQ= 74830
PLT.TYP.WAVE DESIGN CRrr=FBC7014RESRPI-2007FT1RT=20%(0%)110(0) QTY=1 TOTAL=1 REV. 15.01.01C.0610.23 SCALE=0.1875
"WARNING-TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING.INSTALLING AND BRACING. T. STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
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 01-23-2018
/� PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT-FURNISH A P E ET BC DL 10.Opsf�Y Y�- % ` � COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE DRW G
,' O 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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.Opsf O/A LEN. 180812
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 1SD A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF-(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYpE VAL
BUILDING DESIGNER,PER ANSIrPI I-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.i)dffacto[y.com
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Job:BID#272E /PV10 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 61112013) All plates are 1.5X4 except as noted.
Top chord 2x4 SP 1650f-1.5E:T2 2x4 SP#2: 170 mph wind,16.56 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge.RISK CAT 11,EXP C,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind bads and reactions based on MW FRS with additional C&C member design.
Lumber value set"l3B"uses design values approved 1/30/2013 by ALSC
Right end vertical not exposed to wind pressure.
In lieu of rigid ceiling use puffins to brace BC @ 24"OC.
Bottom chord checked for 10.00 psf non-concurrent live bad.
Defection meets U360 live and 1_1240 total bad.Creep increase factor for dead load is 1.50.
See DWG VAL180101014 for valley details.
Shim all supports to solid bearing.
All wind bad cases on this truss have a 1.33 duration factor.
MW FRS loads based on trusses located at least 16.56 ft.from roof edge.
T2
12
5.75
05X7
g5X7
Q 5.75
12
l3X5
T
1
-_4X6
198"12
2'68 1'11'1
16'9"11
R=469#U=176#RL-044/-262#W=1'11.1 R=115plf U=100p11 W=16711
(Rigid Surface) (Rigid Surface)
LEFT RAKE=2'8"2
SEQ= 74819
PLT.TYP:WAVE DESIGN CRIr-FBC2014RES?PI-W7 FT19r=20%(0%)1I0(0) QTY=1 TOTAL=1 REV. 15.01.01 C.0610.23 SCALE=0.1875
"WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T• STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,683 P
D'ONOFRIO DR.,SUITE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
i FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.Opsf DATE 01-23-2018
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH A P E ET
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRW G
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
YAP
)n
WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES.DESIGN CONFORMS CERTIFICATION BC LL 0.0psf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT,LD, 55.0psf O/A LEN. 180812
41-15 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)288-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE $TUART,FL 34994
FIN(:(772)288.•4234 SUITABLIIY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" ITYPE VAL
BULDING DESIGNER,PER ANSVTPI 1-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.i)dffacto r� com
Y • 1
Job:BID#272E (PV11 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 611/2013) 170 mph wind,16.55 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT II,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Top chord 2x4 SP 1650f-1.5E:T2 2x4 SP#2:
Bot chord 2x4 SP 92 Wind bads and reactions based on MW FRS with additional C&C member design.
Webs 2x4 SP#3
End verticals not exposed to wind pressure.
Lumber value set"136"uses design values approved 1/30I2013 by ALSC "
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 bad.
Deflection meets L/350 live and U240 total bad.Creep increase factor for dead load is 1.50.
See DWG VAL180101014 for valley details.
All wind load cases on this truss have a 1.33 duration factor.
MW FRS bads based on trusses located at least 16.55 ft.from roof edge.
18'8'4
1111.5X4
O
111.5X4
11.5X4
12 1111.5X4
5.75 I'- SX4
v
g5X7
,oSX7 T
11115X4 I m
Q 8.11
43X5 1.X4 12 m
T o
I m
r-
m
iv 3
1
113X
1•a 18'6'12
rr
2'6.8
R=130plf U=100plf RL=24/-14plf W=18'6"12
(Rigid Surface)
LEFT RAKE=2'8"2
SEQ= 74813
PLT.TYP:WAVE DESIGN CRrr=F8C2014RE&TP1-Poo7 FT/RT40%(0%)110(D) QTY=1 TOTAL=1 REV. 15.01.01 C.0610.23 SCALE=0.1875
'"WARNING""TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T.
STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 1 P
D'ONOFRIO DR.,SUITE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE T
FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.Opsf DATE 01-23-2018
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT-FURNISH A P E ET
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 1 O.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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #4JZOO TOT,Lp, 55.Opsf O/A LEN. laosaa
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FIN(:(772)288-4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" ITYPE VAL
BUILDING DESIGNER PER ANSVTPI 1-1995 SECTION 2.
PDF created with pdfFactory Pro trial Version www.pdffactory.com
� • 4
Job:BID#272E /PV12 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 611/2013) All plates are 1.5X4 except as noted.
Top chord 2x4 SP#2 170 mph wind,20.59 it mean hgt,ASCE 7-10.CLOSED bldg.Located anywhere in roof,RISK CAT II,EXP C,wind TC
Bot chord 2x4 SP#2 DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind bads and reactions based on MWFRS with additional C&C member design.
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.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50.
See DWG VAL180101014 for valley details.
Shim all supports to solid bearing.
All wind load cases on this truss have a 1.33 duration factor.
MWFRS bads based on trusses located at least 20.59 ft.from roof edge.
12
5.75
N
tD
n
�3X5(D1
N
5.75
1 1I
5'0"5
3' 1 11 V4—�{
R=53plf RL=321-14p1f W=3'1" R=407#U=122#W=1'11"4
(Rigid Surface) (Rigid Surface)
SEQ= 74864
PLT.TYP:WAVE DESIGN CRIr=FBC2014REWPI.2007FTRR=20%(0%y10(D) QTY=1 TOTAL=1 REV. 15.01.01 C.0610.23 SCALE=1.0000
"WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T• STILES TC LL 30.0P sf REF
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 TC DL 15.0psf DATE 01-23-2018
i PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH A
O \ COPY OF THIS DESIGN TO THE INSTALLATIONp E ET INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE 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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEMS 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 #49200 TOT.LD. 55.0psf O/A LEN. 50005
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)28"700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288,4234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE VAL
BUILDING DESIGNER,PER ANSIrrPI 1-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffactory.com
I • �' r
Job:BID#272E !PV13 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 6/l/2013) All plates are 1.5X4 except as noted.
Top chord 2A SP#2 170 mph wind,20.11 ft mean hgt,ASCE 7-10,CLOSED bldg.Located anywhere in roof,RISK CAT II,EXP C,wind TC
Bot chord 2x4 SP#2 DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Lumber value set"136"uses design values approved 1/3012013 by ALSC Wind bads and reactions based on MWFRS with additional C&C member design.
In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Bottom chord checked for 10.00 psf non-concurrent live load.
See DW G VAL180101014 for valley details. Deflection meets 1-/360 live and L/240 total load.Creep increase factor for dead bad is 1.50.
Shim all supports t0 sold bearing.
All wind load cases on this truss have a 1.33 duration factor.
MW FRS bads based on trusses located at least 20.11 ft.from roof edge.
12
5.75 p
� T
3 5 0
io
0
o_
®3X5(Dt
Q 5.75
12
-ea o 6
7'0'S
Tl1"4�
R=47plf RL=46/-20pg W=3'1' R=167plf U=100p11 W=3'11"4
(Rigid Surface) (Rigid Surface)
SEQ= 74866
PLT.TYP:WAVE DESIGN CRtr-FSC2014RESrTPI-Z007 FTIRr=20%(0%)1I0(0) QTY=1 TOTAL=1 REV. 15.01.01 C.0610.23 SCALE=0.5000
—WARNING-TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T. STILES p
REFER TO HIB-91 HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 TC LL 30.0 sf 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 IL 15.Opsf DATE 01-23-2018
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT-FURNISH A P E ET BC DL 10.Opsf DRWG
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 CERTIFICATION BC LL O.Opsf
ROOF&FLOOR TRUSS SYSTEM$ 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 #49200 TOT.LD. 55.Opsf O/A LEN. 70005
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272E
OFF:(772)288-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX.(772)288-4234 SUITABILITY AND USE OF THIS BUILDING DESIGNER,PER ANSVrPl1--1NENT FOR 1995 SECTION NZ PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" ITYPE VAL
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