HomeMy WebLinkAboutTruss Project Information=
t
Name:
f` Jeff Pauly BID#272.(PLANS 7/14/17)
Address:
1 `�F&FLOOR TRIW13 UM Reid Res
} 04y ware zrp:
4175 S1l1/Martin Highway� i St,Lucie Co.,FL
Palm City,FL 34990
(772)286-3700
GENERAL TRUSS ENGINEERING CRITERIA DESIGN LOADS:
Building Code&Chapter. ; Csarnputer Program Used:
FBC 2014 RE5 VIEW by Alpine
• :Gravity: - 55 Gravity: ..
psf Roof Total Load 40 psf Floor Total Load
wind-
i70 mph from AscE 7-10 code
This package includes a Truss Index Sheet and 43 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 61G15-31.003 of the Florida Board of
Professional Regulations.
Note: Furthermore,the responsibility of the undersigned is solely limited to the
,��IIIII IIiJi// design of the truss components shown. The suitability and use of these
trusses for any building is the responsibility of the building designer.
EMB�.•,�'
PE
49 : Delegated Engineer: T.Stir Peet,P.E.
# tii# an Stiles Engineering Group,Inc.
STAlt
FL Reg Nos:PE#4920D CA#27788
•► QR ��/• ; 4€34 SW Camden Ave.Stuart,FL 34994
•' �� TEL:772-223-9883 FAX:772 223-9s02
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6 CJ4A 07128/17 FILE
7 FG1 07/28/17
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9 FG3 07/28/17
10 HR6 07128I17
11 HV1 07/28117
12 HV2 07/28/17
131 HV3 07/28/17
14 HV4 07/28/17
15 HV5 07128/17
16 HV6 07/28/17
17 J6 07/28117 421 VI I07/28/1.7
43 N/2 1 07i28/17
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Page 1 of 1
TRUSS LAYOUT BY: TRUSS LAYOUT FOR: DESIGNED ROOF LOADS ROOF PITCH:5.75/12 DESIGN CRITERIA:FBC 2014lrP1-07 (61,,;v, x �
O.H.LENGTH:2'-9" WIND DESIGN CRITERIA:ASCE 7-10 !I
W.KOST INC. Reid res. TOP CHORD LL =30 O.H.END CUT:Square WIND SPEED: 170 MPH O j� zLLNN
4175 MARTIN HWY. Harbour Ridge TOP CHORD DL=15 HEEL HGT:14" WIND EXPOSURE:"C" ^Ix F�NN
PALM CITY,FL.34990 Palm City BOT CHORD LL = 0 BLDG.TYPE:Closed \� i!o �'oEC
BOT CHORD DL=10 '=i1jrL' �LL
TOTAL LOAD =55#PSF Lam!€LL ` aoLL
36'8" NEW HIP SET
V-11 7/8"DP.FLAT GIRDERS BRG.@ 7'-10" 6'1
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=T.C.SCABBED EACH SIDE NOTE:REFER TO INDIVIDUAL ENGINEERED TRUSS DRAWN BY: DKB 7/5/17
DWGS.FOR SPECIFIC TRUSS INFORMATION REVISED DKB 7/25/17
=T.C.SCABBED ONE SIDE THE INFORMATION ON THIS TRUSS LAYOUT ALONG WITH THE JOB NO:
INDIVIDUAL ENGINEERED TRUSS DWGS.HAVE BEEN REVIEWED
AND THE TRUSSES ARE APPROVED FOR PRODUCTION BY: BID#272D
=EXISTING TRUSSES NAME: DATE:
PAGE NO:
1 OF 1
Job:(BIb`#272D) Y FG1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 1 '
Value Set:13B(Effective 61112013) 3 Complete Trusses Required
Top chord 2x4 SP#2:T2 2x4 SP M-31:
Bot chord 2x8 SP 2400f-2.OE
Webs 2x4 SP#3:W 1,W 13 2x6 SP#2:
:W2,W 12 2x4 SP#2: Nail Chordule:0.120"x3",min.nail
Top Chord:1 Row @ 3.50"o.c.
:Rt Bearing Leg 2x6 SP 92: Bot Chord:1 Raw @12.00"o.c.
Lumber value set"13B"uses design values approved 1/302013 by ALSC Webs : Row a 4"o.c.
Repeat nailing as each layer is applied.Use equal spacing
Special loads between rows and stagger nails in each row to avoid splitting.
-(Lumber Dur.Fac=1.25/Plate Dur.Fac=1.25) (++)-This plate works for both joints covered.
TC-From 4 plf at 0.00 to 4 plf at 23.29
BC-From 2D plf at 0.00 to 20 plf at 23.08 Wind loads and reactions based on MW FRS.
TC-460.29 lb Conc.Load at 0.04
TC-569.34 lb Conc.Load at 2.06 In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
TC-407.98 lb Conc.Load at 4.06
TC-710.7B lb Conc.Load at 5.94 Deflection meets L1360 Eve and L240 total load.Creep increase factor for dead load is 1.50.
TC-351.09 lb Conc.Load at 9.06
TC-491.14 lb Conc.Load at 11.06,19.06 The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing.
TC-2201.27lb Conc.Load at 13.14
TC-554.44 lb Conc.Load at 15.06
TC-1236.22 lb Conc.Load at 17.06
TC-493AB lb Conc.Load at 21.06
TC-526.63 lb Conc.Load at 23.06
BC-664.00 lb Conc.Load at 6.45
170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg.not located within 9.OD ft from roof edge,RISK CAT 11,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Max JT VERT DEFL:LL:0.33"DL:0.47".See detail DEFLCAMB1014 for camber recommendations.Roofs Incorporating
this truss require consideration for pending design by Building Designer.
Truss must be installed as shown with top chord up.
All wind load cases on this truss have a 1.33 duration factor.
46W 4061 M19 'T"' 123" 4DU
OYB 2,0,�y 2, 1'10 41 31"8�r 2 aB., .2'0"14_+ 111 _ 2'�2'°9og2'�2' 4
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6613
R=47099 U=1894#W=5"8 R=50039 U=16754 Wes"
(Rigid Surface) (Rigid Surface)
SEQ= 72178
PLT.TYP-WAVE DESIGN CRIT=FBC2014RESn`PI2W?FTIRT-20%(0%y,0(0) QTY=1 PLIES=3 TOTAL=3 REV. 15.01.01C.0611.00 SCALE=0.1875
**WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING.REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 TC LL 30.0psf REF
D'ONOFRIO DR.,SURE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE T. STILES
IL-,
FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.Opsf DATE 07-25-2017
'y PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH A pEET BC DL 10.Opsf
/ COPY OF THIS DESIGN TO THE 14STALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE DRWG
RESPONSIBLE FORANY DEVIATION FROM THIS DESIGN:ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE CERTIFICATION BC LL O.Opsf
WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES.DESIGN CONFORMS
ROOF 8i 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. 23
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#272D
OFF:(772)286-3TOO 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 FLAT
BUILDING DESIGNER PER ANSUTPI/-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffactorv.com
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Job:Bib#272D 1 FG2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT �. 1
Value Set:13B(Effective 6/1/2013) 2 Complete Trusses Required
Top chord 2x4 SP 1650f-1.5E:T2 20 SP M-31:
Bot chord 2x6 SP#2
Webs 2x4 SP#3:W 1,W9 2x6 SP#2: Nail Schedule:0.120"x3",min.nails
:W 2,W 8 2x4 SP 42: Top Chord:1 Row @ 3.50"o.c.
Bot Chord:1 Row @12.00"o.c.
Lumber value set"13B"uses design values approved 1130/2013 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) In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
TC-From 90 plf at 0.00 to 90 plf at 8.63
TC-From 90 plf at 0. to 90 plf at 1 . Deflection meets L/360 live and L/240 total load.Creepincrease factor for dead load is 1.50.
BC-From 2D pff at .00 00 to 20 plf at 10.00
BC-From 20 at l0 plf at 17.33
TC-460.291b Cone.Load at 0.16 The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing.
Load .1
TC-569.34 Ib Conc.Load at 2.00
TC-106.86 lb Conc.Load at 4.00
TC-658.46 lb Conc.Load at 5.59,7.21,921,1121
13.21,15.21,16.54
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
Wind loads and reactions based on MWFRS.
Max JT VERT DEFL:LL:0.21'DL:0.26".See detail DEFLCAMB1014 for camber recommendations.Roofs incorporating
this truss require consideration for ponding design by Building Designer.
Truss must be installed as shown with top chord up.
All wind load cases on this truss have a 1.33 duration factor.
460�0 1079 � 6589 658# 6560
1I1�5F 1-t0"1�-2'��-1'7'2 �`T 1'7-6+1—2 6 �2 2 2—+f 146+�9�8�{
=6Xa =4X4 =_sx7 =4X4 T2 =4X72
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R=3633#U=985#W=4"12 R=4016#U=871#W=2'12
(Rigid Surface) (Rigid Surface)
SEQ= 72247
PLT.TYP:WAVE DESIGNCRIT=FBC2014REWPI2 7FT67To20%(0%u10(0) QTY=1 PLIES=2 TOTAL=2 REV. 15.01.01 C.0611.00 SCALE=0.2500
"WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING.REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 TC LL 30.Opsf REF
D'ONOFRIO DR.,SUITE 200,MADISON,W L 53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE T. STILES
FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.Opsf DATE 07-25-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT'•FURNISH A COPY OF THIS DESIGN TO THE 14STALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE P E ETBC DL 10.Opsf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN:ANY FAILURE TO BUILD THE TRUSSES M 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. 170400
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#272D
OFF:(772)288-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288-4234 _ SUITABLITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" FLAT
BUILDING DESIGNERPER ANSI/rPl 1-1995 SECTION 2. TYPE
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Job:EIT-n#272D I FG3 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 M-31:T2 2x4 SP 1650f-1.5E:
Bot chord 2x6 SP#2 Nail Schedule:0.120"x3",min.nails
Webs 2x4 SP#3:W 1,W3,WT W9 2x6 SP#2: Top Chord:1 Row @ 4.75"o.c.
Lumber value set"13B"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.
170 mph wind,15.00 It mean hgt,ASCE 7-10.CLOSED bldg,not located within 4.50 ft from roof edge,RISK CAT II,EXP C. Use equal spacing between rows and stagger nails
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 in each row to avoid splitting.
Wind loads and reactions based on MWFRS. Special bads
—(Lumber Dur.Fac:1.25/Plate Dur.Fac=1.25)
In lieu of rigid ceiling use pudins to brace BC @ 24"OC. TC-From 4 plf at 0.00 to 4 pIF at 18.86
BC-From 20 plf at 0.00 to 20 plf at 1 B.86
Deflection meets U360 live and U240 total bad.Creep increase factor for dead load is 1.50. TC-658A6 Ib Conc.Load at 1.21,3.21.5.21,7.21
921,1121,13.21
The TC of this buss shall be braced with attached spans at 24"OC in lieu of structural sheathing. TC-106.86 lb Conc.Load at 15.21
TC-569.34 lb Conc.Load at 17.21
Truss must be installed as shown with top chord up.
All wind bad cases on this truss have a 1.33 duration factor.
fi56Ny 056Y 656�} 656R 65" 101C
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113X7 130'6 16X8 59'14 1113)
R=20050 U=523#W=212 R=38464 U=977#W=S8 R=112#Rw=ll#W=3"11
(Rigid Surface) (Rigid Surface) (Rigid Surface)
SEQ= 72203
PLT.TYP:WAVE DES IGNMrr=MC2014RES?PI-2001FT"r-20%(0%)I10(0) QTY=1 PLIES=2 TOTAL=2 REV. 15.01.01 C.0611.00 SCALE=0.3750
..WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATING.HANDLING,SHIPPING.INSTALLING AND BRACING.REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 TC LL 30.Opsf REF
/ D'ONOFRIO DR.,SUITE 200.MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE STILES
FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.Opsf DATE 07-25-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT-FURNISH APEETO M
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
IJ
WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES.DESIGN CONFORMS CERTIFICATION BC LL O.Opsf
ROOF 81 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. 181006
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#272D
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772).288-4234 SUITABLrrY 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:A#272D 7'Al THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT y" ,
Value Set:13B(Effective 61112013) 3 Complete Trusses Required
Top chord 2x6 SP#2:Tt 2x4 SP#2:
Bot chord 26 SP 92:B2 2x6 SP M-26:
Webs 2x4 SP#3:W9 2x4 SP#2: Nail Schedule:0.120"x3",min.nails
:W 11 2x4 SP 1650f-1.5E::W 12 2x6 SP#2::W 13 2x8 SP#2: Top Chord:1 Row @ 9.25"o.c.
:Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.636' Bot Chord:2 Rows @ 6.00"c.c.(Each Row)
Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Webs : Row e 4"o.c.
Repeat nailing as each layer is applied.Use equal spacing
Special loads between rows and stagger nails in each row to avoid splitting.
-(Lumber Dur.Fac=1.25/Plate Dur.Fac=1.25) 4"o.c.spacing of nails perpendicular and parallel to
TC-From 93 plf at 0.00 to 93 plf at 5.59 grain required In area over bearings greater than 4"
TC-From 47 plf at 5.59 to 47 plf at 31.07 170 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,
BC-From 10 plf at 0.00 to 10 plf at 31.07 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
BC-From 100 plf at 31.07 to 100 plf at 31.27
BC-From 94 plf at 31.27 to 94 plf at 31.56 Right end vertical not exposed to wind pressure.
TC-158.20 lb Conc.Load at 5.66.7.27,9.27.1127
13.27,15.27,16.60,18.60,20.60,22.60,24.60,26.60,28.60 Deflection meets U360 live and L/240 total load.Creep increase factor for dead load Is 1.50.
30.6D
TC-339.00 lb Conc.Load at 31.07
BC-391.64lb Conc.Load at 0.65,2.65,4.65.6.65
8.65,10.65,12.65,14.65,21.60,23.60,25.60,27.60,29.60
BC-102.51 lb Conc.Load at 5.66,7.27.927,11.27
13.27,15.27,22.60,24.60,26.60,28.60,30.60
BC-494.15 lb Conc.Load at 16.65,18.65.20.65
BC-3688.53lb Conc.Load at 19.84
BC-570.00 lb Conc.Load at 31.31
Wind loads and reactions based on MWFRS.
Right cantilever is exposed to wind
In lieu of rigid ceiling use pudins to brace BC @ 24"OC.
All wind load cases on this truss have a 1.33 duration factor.
101, Iwo 158A t581e 199A 139R 159A 9A
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I 392p 103p"1 30� I 103 � �3tl 94tl 107q " 107i 103N 113p�"
392A 3925 392p 392n 392A 392K 3920 494A 3699t 392A 392E 39M 39M 392A 570.
R=7D44#U=26214 RL=-260#W=5'8 R=95399 U=3491#W=5"8
(Rigid Surface) (Rigid Surface)
SEQ= 72251
PLT.TYP:WAVE DESIGN CRIT=F8C20I4RESrrPI-=7FVRT-20%(0%y10(D) QTY=1 PLIES=3 TOTAL=3 REV. 15.01.01 C.0611.00 SCALE=0.1250
"WARNING-TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T. STILES
REFER TO HIB-91(HANDLING INSTALLING AND BRACING).PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 TC LL 30.Opsf REF
D'ONOFRIO OR,SUITE 200,MADISON,WI.537ig)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.Opsf DATE 07-25-2017
� �g' i 1 INSTALLATIONPANELS 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
'�' O 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 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 2DGA ASTM A653 GR40 GALV.STEEL #49200 1 TOT.LD. 55.Opsf O/A LEN. 310612
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#272D
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 MONO
BUILDING DESIGNER,PER ANSVTPI 1-1995 SECTION 2.
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Job:1314272D 1131 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 Special bads
Bot chord 2x4 SP 92 -(Lumber Dur.Fac.1.25/Plate Dur.Fac.1.25)
Webs 2x4 SP#3 TC-From 93 pR at-2.75 to 93 plf at 5.40
:Rt Bearing Leg 2x4 SP#3: BC-From 4 plf at-2.75 to 4 plf at 0.00
BC-From 20 pH at 0.00 to 20 plf at 2.00
Lumber value set"l3B"uses design values approved 1/30/2013 by ALSC BC-From 10 ptf at 2.00 to 10 plf at 5.10
BC-164.89 lb Conc.Load at 3.06
170 mph wind,15.00 R mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C,wind TC BC-276.16 lb Conc.Load at 5.06
DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Bottom chord checked for 10.00 psf non-concurrent Eve load.
Right end vertical not exposed to wind pressure.
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.
%3X5(R
N
12
5.75 p
a
27 fV
3X5(A1 s5X10
47
T
1
1113X7
5'4'12
�-2'9' 6' 1'6' 3'1"4
�- 3'0"12 2'
lssn
R=711#U=321#W=4'14 R=569#U=245#W=3"8
(Rigid Surface) _ (Rigid Surface)
LEFT RAKE=2'10"15 RIGHT RAKE=3"14
SEQ= 71651
PLT.TYP:WAVE DESIGN CRIT=FBC2014RESI7PI.200]RM-20%(0%)t10(0) QTY=1 T0TAL=1 REV. 15.01.01 C.0611.00 SCALE=0.5000
"WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. STILES TC LL 30.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
&SL
D'ONOFRIO DR.,SUITE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIORTO PERFORMING THESE
FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORDSHALL HAVE PROPERLY ATTACHED STRUCTURAL PEET TC DL 15.Opsf DATE 07-05-2017
� 7.�% PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT'•FURNISH A V \ 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 A663 GR40 GALV.STEEL #49200 TOT.LD. 55.Opsf O/A LEN. 50400
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#272D
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288-4234 SUITABLITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" ITYPE MONO
BUILDING DESIGNER PER ANSIITPI 1-1995 SECTION 2.
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Job:(BIB#272D) f HR6 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT t '
Value Set:13B(Effective 6/112013) All plates are 3X5 except as noted.
Top chord 2x4 SP#2 Special bads
Bot chord 2x4 SP#2 -(Lumber Dur.Fac:1.25/Plate Dur.Fac.1.25)
Webs 2x4 SP#3:W 1 2x6 SP#2: TC-From 0 pP at-3.87 to 92 plf at-0.09
TC-From 2 plf at-0.09 to 2 plf at 7.85
Lumber value set"l3B"uses design values approved 1/3012013 by ALSC BC-From 0 pH at-3.87 to 4 plf at-0.09
BC-From 2 plf at 0.00 to 2 plf at 3.00
170 mph wind,15.00 ft mean hgt,ASCE 7-10.CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC BC-From 2 pff at 3.00 to 2 plf at 7.85
DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 TC-1.09 lb Conc.Load at 2.84
TC-184A2 lb Conc.Load at 5.66
Wind loads and reactions based on MW FRS. BC--20.89 b Conc.Load at 2.84
BC-233.37 lb Conc.Load at 5.66
Bottom chord checked for 10.00 psf non-concurrent live bad.
Deflection meets U360 live and 1-1240 total load.Creep increase factor for dead load is 1,50.
(2)2x4X12A-7 SP#2 Top chord scabs centered 2-0-7 from left end.Attach one to each outer face of chord with(2)rows of
0.120"x3",min.nails @ 12"O.C.,staggered 6". All wind load cases on this truss have a 1.33 duration factor.
Ig
1WC
I- 2'10'1 r 2'9'15 2-2-3
2 12
R=174#U=40# NAILED
011.5X
12 4.07 y3X
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m iV
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T
4z W1
° 1 E7 LW
=4X4
I•=- 3'l07 g11 24' 410'3�
7'l0'3
-zIu
2a3a
R=460#U=348#RL=-122#W=8'2 R=1654 U=1419 NAILED
(Rigid Surface)
LEFT RAKE=T11"13
SEQ= 72242
PLT.TYP:WAVE DESIGNCRIT-FBC2014RESRPF2007FTRTT=20%(0%yle(a) QTY=2 TOTAL=2 REV. 15.01.01 C.0611.00 SCALE=0.3750
..WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING.REFER TO HIB-91(HANDLING INSTALLING AND BRACING).PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 TC LL 30.Opsf REF
D'ONOFRIO DR.,SURE 200,MADISON.W L 53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE T. STILES
FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.Opsf DATE 07-25-2017
i PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT**FURNISH APEETCOPY 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 81 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. 71003
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-2.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272D
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
BULDING DESIGNER PER ANSVTPI 14995 SECTION 2.
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Job:1369272D l J6 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,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(+/-)=0.1 B
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 1/3012013 by ALSC
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets U360 live and L/240 total bad.Creep increase factor for dead bad 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.
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R=1584 U=99# NAILED
12
5.75 p
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b,
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111.Sx4 .1.5X4
27 6• 1'6' 37"2 �{
17'2
R=658#U=209#RL=2251-131#W=3'4 R=103#U=164 NAILED
(Rigid Surface)
LEFT RAKE=2'10"15
SEQ= 72186
PLT.TYP.WAVE DESIGN CRIr-FBCZ014RES"P2007FTR2T-20%(a%v10(0) QTY=14 TOTAL=14 REV. 15.01.01 C.0611.00 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 INSTFUTE,583 TC LL 30.0 sf REF
,�r•�\ 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 07-25-2017
� r✓ V! '� PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT**FURNISH A
V rY ( O` "\ COPY OF THIS DESIGN TO THE 14STALLATION 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 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. 55.0psf O/A LEN. 50702
4175 MARTIN HIGHWAY EXCEPTAS 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#272D
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"
BUILDING DESIGNERPER ANSVrPI 1-1995 SECTION 2. . TYPE EJACK
PDF created with pdfFactory Pro trial version www.pdffactory.com
,
Job: B6#272D /'CJ2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 611/2013) 90 mph wind,15.00 ft mean hgt,ASCE 7-02,CLOSED bldg,Located anywhere in roof,CAT II,EXP C,wind TC DL=5.0 psf,
wind BC DL=5.0 psf.
Top chord 2x4 SP#2
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 purtins to brace BC @ 24"OC.
Lumber value set"l3B"uses design values approved 1/30/2013 by ALSC
Bottom chord checked for 20.00 psf non-concurrent live load.
Deflection meets U360 live and L/240 total bad.Creep increase factor for dead load is 1.50.
1
IW3 Y{
R=SO#Rw=46#U=59# NAILED
03X5
12
5.75 p _
(V
FM
f0
N
1113,11 m3X5
Z'9'12 -+I 1'11"11
R=392#U=57#RL=57/-04#W=4' R=52#U=12# NAILED
(Rigid Surface)
LEFT RAKE=211"12
SEQ= 72237
PLT.TYP:WAVE DESK,NCRIRCUSTOIA PI-2007Fr1RT=70%(0%VI0(nl QTY=1 TOTAL=1 REV. 15.01.01 C.0611.00 SCALE=1.0000
"WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T, STILES TC LL 20.0 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.5371g)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC DL 10.0psf DATE 07-25-2017
�J�l / O ' PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH A
V < COPY OF THIS DESIGN TO THE 94STALLATION 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
I 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. 20007
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. 1.15 JOB#:BID#272D
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 JACK
BUILDING DESIGNER PER ANSIIrPI 1-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.r)dffactory.com
• .
Job:BIG#272D /CJ2A 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 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 TC
Bot chord 20 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"138"uses design values approved 1/3 012 0 1 3 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 load cases on this truss have a 1.33 duration factor.
R-33#Rw=66#U=64# NAILED
R=-55#Rw=754 U=78# NAILED
3X5(At
T ,z
5.75
p
N fV
Li Li
O _
=3X5 N
0
m
1
2'0"7
R=569#U=257#RL=122/-93#W=3.4
(Rigid Surface)
LEFT RAKE=2'10"15
SEQ= 71153
PLT.TYP:WAVE 0EWGNCRrr-FSC7014RESm'42007FTRR=20Yo(0°by1O(0) QTY=3 TOTAL=3 REV. 15.01.01 C.0611.00 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
FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC IL 15.Opsf DATE 06-26-2017
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. 55.0psf O/A LEN. 20007
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#:B ID#272D
OFF:(772)2863700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288-4234- - SUITABLrTY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE JACK
BUILDING DESIGNE PER ANSVTPI I-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.pdffactory.com
Job: BID#272D ICJ4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT {
Value Set:13B(Effective 611/2013) 90 mph wind,15.00 ft mean hgt,ASCE 7-02,CLOSED bldg,Located anywhere in roof,CAT 11,EXP C.wind TC OL=5.0 psf,
wind BC DL=5.0 psf.
Top chord 2x4 SP#2
Bot chord 2x4 SP 92 Wind bads and reactions based on MWFRS with additional C&C member design.
Webs 2x4 SP#3
In lieu of rigid celling use purlins to brace BC @ 24"OC.
Lumber value set"138"uses design values approved 1/30/2013 by ALSC
Bottom chard checked for 20.00 psf non-concurrent live load.
Deflection meets U360 live and U240 total bad.Creep increase factor for dead load is 1.50.
H3•-1
R=1794 U=18# NAILED
11115X4
12
5.75 p
eo3 � �+
I
m
1
113115 Q14X6(R)
2'9°12 + 3'11"11
R=410#U=32#RL=84154#W=4' R=71-01#Ru=68#U=72# NAILED
(Rigid Surface) _
LEFT RAKE=2'11"12
SEQ= 72239
PLT.TYP:WAVE OESIGNCRIr=CUSTdARPI-I FT19T-20A(0%v10M QTY=1 TOTAL=1 REV. 15.01.01 C.0611.00 SCALE=0.7500
•'WARNING••TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. STILES TC LL 20.0 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 T.
i�" FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 10.Opsf DATE 07-25-2017
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 BEPEET BC DL 1 O.O sf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN:ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE p
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. 40.Opsf O/A LEN. 40007
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 DUR.FAC. 1.15 JOB#:BID#272D
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)-288-4234- - SUITABLIT(AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" ITYPE JACK
BUILDING DESIGNER,PER ANSVrPI 1-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.i)dffactory.com
Job: BI rD#272D %CJ4A THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT R ,
Value Set:13B(Effective 6/1/2013) All plates are 3X5 except as noted.
Top chord 2x4 SP#2 170 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.
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.16
Webs 2x4 SP#3
Lumber value set"13B"uses design values approved 1/30l2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design.
Deflection meets U360 live and U240 total bad.Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non-concurrent live load.
(1)2x4X7-6-5 SP#2 Top chord scab centered 0-8-8 from left end.Attach to one face of chord with(2)rows of 0.120"x3",
Shim all supports to solid bearing. min.nails @ 6"O.C.,staggered 3".
All wind load cases on this truss have a 1.33 duration factor.
R=924 U=540 NAILED
12
5.75 p
(S1)
=3X5(A1 �
in
Lv i-
T 1 10ISX4 %1.5x4
1
�• 2'11'8 2'0"7
67'15
R=1079 RL=1941-74# NAILED R=1170 U=37# NAILED
R=40a#U=2239 W=3"4
(Rigid Surface)
LEFT RAKE=2'10"15
SEQ= 71148
PLT.TYP:WAVE DESIGN CRtr-FSC2014RESRPL2007FTRRT•20%(0%yr0(0) QTY=3 TOTAL=3 REV. 15.01.01 C.0611.00 SCALE=0.5000
—WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATING.HANDLING,SHIPPING,INSTALLING AND BRACING.REFER TO HIB-91(HANDLING INSTALLING AND BRACING).PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,683 TC LL 30.Opsf REF
D'ONOFRIO DR.,SUITE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE T. STILES
/• FUNCTIONS.UNLESS OTHERWISE INDICATED.TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.Opsf DATE 06-26-2017
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 ET BC DL 10.Opsf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN:ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
�• WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS CERTIFICATION BC LL 0.0psf
ROOF&FLOOR TRUSS SYSTEMS WITH APPLICABLE PROVISIONS OF Nos(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCKTION)AND TPI.ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV.STEEL #49200 TOT.LD. 55.Opsf O/A LEN. 40007
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 160 A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272D
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 JACK
BUILDING DESIGNER,PER ANSVTPI I-1995 SECTION 2.
PDF created with pdfFactory Pro trial version www.r)dffactory.com
4 1 1
Job:(BID#272D) /V 1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 1
Value Set:13B(Effective 6/1/2013) 170 mph wind,19.33 It mean hgt,ASCE 7-10,CLOSED bfdg,not located within 4.50 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#2
Bot chord 2x4 SP#2 Wind loads 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 In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Deflection meets L/360 live and U240 total bad.Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non-concurrent live load.
All wind load cases on this truss have a 1.33 duration factor. See DWG VAL180101014 for valley details.
3'2- 3'2"
=3X5
12
5.75 p
m3X5(D1 m3X5(Dt)
6'31
=113pV U=100pif RL S/-SpIf W=6'3"15
(Rigid Surface)
SEQ= 72207
PLT.TYP:WAVE DESIGNLRIr-FBC2014REWMP 7FT/RT-20%(0'%VIa(D) QTY=1 TOTAL=1 REV. 15.01.01C.0611.00 SCALE=1.0000
"WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING.INSTALLING AND BRACING.REFER TO HIB-91(HANDLING INSTALLING AND BRACING).PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 TC LL 30.0psf RE
T• STILES
F
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 07-25-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT—FURNISH APEET COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.0psf DRWG
t� 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 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. 60315
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM OtTY,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#2720
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.
PDF created with pdfFactory Pro trial version www.pdffactory.com
Job:BID#272D /V2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 61112013) 170 mph wind,18.85 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(-I-)=0.18
Top chord 2x4 SP#2
Bol 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 chard 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 bads based on trusses located at least 9.42 ft.from roof edge.
5'2-
=4X4
12
5.75 p
fn
fV
=3X5(131 ma3X5(M)
FM
10'3.16
R=113pff U=100plf RL=9/-9plf W=10'3'15
(Rigid Surface)
SEQ= 72209
PLT.TYP:WAVE DESIGN CRrr-FBC2014RESRPI-M7 FTOZr-20%(0%)110(0) QTY=1 T0TAL=1 REV. 15.01.01 C.0611.00 SCALE=0.7500
'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,W 1.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
i� FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.Opsf DATE 07-25-2017
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
7 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 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. 100315
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#272D
OFF:(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX:(772)288.4234 SUITABLMY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" ITYPE VAL
BUILDING DESIGNER,PER ANSVrPI 1-1995 SECTION 2.
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Job:BID#272D) /HV1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 0
Value Set:13B(Effective 611/2013) 170 mph wind,18.05 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#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 1313"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.
MWFRS loads based on trusses located at least 9.03 ft.from roof edge.
viol, 2'8'
z4X6 =4X4
12
5.75
fV
=3X5(D1 =3X5(01)
11 X4 III X4 -
14' S
R=113plf U=100plf RL=7/-7plf W=14'3'15
(Rigid Surface)
SEQ= 72212
PLT.TYP:WAVE DESIGN CRIT-FBC2014RESrrP12007FTW=2U%(0%LI0(0) QTY=1 TOTAL=1 REV. 15.01.01 C.0611.00 SCALE=0.5000
"WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING.INSTALLING AND BRACING.REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 TC LL 30.0psf REF
T. STILES
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 P E ET TC DL 15.Opsf DATE 07-25-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT**FURNISH A g\ COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.0psf DRWG
RESPONSIBLE FORANY DEVIATION FROM THIS DESIGN:ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE CERTIFICATION BC LL O.Opsf
WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS
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. 140315
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#272D
OFF:(772)28"700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART.FL 34994
FAX:(772)288d234 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE VAL
BULDING DESIGNER PER ANSVrPI 1.1995 SECTION 2.
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Job:(BID#272D) /HV2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT r •
Value Set:13B(Effective 611/2013) 170 mph vdnd,17.09 ft mean h9t,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#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 1313"uses design values approved 1/3 012 0 1 3 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(east 8.55 ft.from roof edge.
5110" } 6'6• 1. 5110, _I
23X5 II 1.5X4 =3X5
111.5X4 n 1111.5X4
12
5.75
`v
3X5(Di) =3X5n ! (DI)
III X4 1119EX4 III X4
18'3"15 0
R=113p1f U=100pif RL=6/-6plf W=18'315
(Rigid Surface)
SEQ= 72253
PLT.TYP:WAVE DESIGN CRrr-F8C2C14RESnPI,2W7 FTW-2a%(0°6uf0(0) QTY=1 TOTAL=1 REV. 15.01.01 C.0611.00 SCALE=0.3750
"WARNING••TRUSSES REQUIRE EXTREME CARE IN FABRICATING.HANDLING,SHIPPING.INSTALLING AND BRACING.REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 TC LL 30.Opsf REF
T. STILES
D'ONOFRIO DR.,SUITE 200,MADISON,W 1.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
i FUNCTIONS.UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL TC DL 15.Opsf DATE 07-25-2017
/'�'7 i PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT'*FURNISH APEET
V i 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
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. 160315
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#272D
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 DESIGNER PER ANSVTPI 1-1995 SECTION 2.
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Job:BID#272D /HV3 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT ■
Value Set:13B(Effective 61112013) 170 mph wind,16.13 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#2
Bot chord 2x4 SP#2 Wind bads and reactions based an MW FRS with additional C&C member design.
Webs 2x4 SP#3
Lumber value set"13B"uses design values approved 1/30/2013 byALSC In lieu of rigid calling use purlins to brace BC @ 24"OC.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets U360 live and U240 total 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 8.07 ft.from roof edge.
Flo" 10'8" 610"�{
T 12 X6 111.5X4 lll.5X4 III1.6X4 =4X4
5.75 p
N_
OI
N
=3X5(Dl =3X5(D1)
111.5X4 111.5X4 111.5X4 =3X5 1111.5X4 111.5X4
22'3"15
R=113p1(U=100p1f RL=5/-Spit W=22'3'15
(Rigid Surface)
SEQ= 72219
PLT.TYP:WAVE DESIGN CRIT-FBC20WRESRPI2007FIIRT=20%(0%yf0(D) QTY=1 TOTAL=1 REV. 15.01.01 C.0611.00 SCALE=0.2500
*'WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATING.HANDLING,SHIPPING,INSTALLING AND BRACING.REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 TC LL 30.Opsf REF
T. STILES
/ 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 15.0psf DATE 07-25-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE p E ETBC 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 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. 220315
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#272D
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
BULDING DESIGNER PER ANSVTPI I-1995 SECTION 2.
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Job:BID#272D /HV4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:13B(Effective 6/112013) 170 mph wind,15.18 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT II,EXP C.
Top chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Bot chord 2x4 SP#2 Wind bads and reactions based on MW FRS with additional C&C member design.
Webs 2x4 SP#3
Lumber value set"138"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 U360 live and L/240 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 7.59 ft.from roof edge.
14'8"
T 12 �4X6 1111.5X4 =-5X7 1.5X4 =4X4
5.75
N
N
=3M(Dl c3X5(D1)
111.5X4 1111.5X4 1111.5X4 =3X5 III1.5X4 W1.5X4
26'3"15
R=113plf U=t00plf RL=4/-4plf W=263'15
(Rigid Surface)
SEQ= 72222
PLT.TYP:WAVE OESIGNCRR=F8C2014RES/rP1Q007FT"r=70%(0%y10(0) QTY=1 TOTAL=1 REV. 15.01.01C.0611.00 SCALE=0.2500
•'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.,SURE 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.Opsf DATE 07-25-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT"FURNISH A
COPY OF THIS DESIGN TO THE IN 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 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. 260315
4175 MARTIN HIGHWAY EXCEPT AS NOTED.APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
PALM CITY,FL 34990 DESIGN,POSMON CONNECTORS PER DRAWINGS 160 A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:BID#272D
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 DESIGNER,PER ANSI/TPI 1-1995 SECTION 2,
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• • 9 f
a �
e �
Job:BID#272D /HV5 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 9.00 ft from roof edge,RISK CAT 11,EXP C,
wind TC DL=5.0 psi,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Top chord 2x4 SP#2
Bot chord 2x4 SP 92 Wind loads 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 byALSC
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 7.50 ft.from roof edge.
Flo" 18'8• I 5'10' �j
12 X6 111.5X4 111.5X4 =5X7 1111.5X4 141.5X4 =4X4
5.75 p
N
=3X5(Dl �3X5(D1)
1 -er
111.5X4 111.5X4 =3X5 1111.SX4 1111.5X4 1111.5X4 =3X5 1111.5X4 1111.5X4
30'3"15
R=113plf U=100pff RL=4/dpff W=30'3"15
(Rigid Surface)
SEQ= 72225
PLT.TYP:WAVE DESIGNCRIr=MC2014RESMPi-2001FTM-20%(D%Y10(D) QTY=1 TOTAL=1 REV. 15.01.01C.0611.00 SCALE=0.2500
"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,W 1.53719)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 07-25-2017
1 �_/"L�' i PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT'•FURNISH A
1 V % \ 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
WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS CERTIFICATION BC LL O.OpSf
ROOF&FLOOR TRUSS SYSTF-!AS 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. 300315
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#272D
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,
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Job:(BID#272D) /HV6 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 hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C,
Top chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Bot chord 2x4 SP#2 Wind bads and reactions based on MW FRS with additional C&C member design.
Webs 2x4 SP#3
Lumber value set 1313"uses design values approved 1130/2013 by ALSC In lieu of rigid ceiling use purlins to brace BC @ 24"OC.
Deflection meets U360 live and U240 total bad.Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non-concurrent live load.
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 7.5D ft.from roof edge.
�+ 5110" 2Z8' 511D'�
12
5.75 N411 I.SX4 11 1.SX4 m5X7 III 1.5X4 III 1.5X4fi(R)
n
3X5(D7 =3X5(M)
111.5X4 111.5X4 �3X5 1111.5X4 1111.5X4 1111.5X4 =3X5 fill 1.5X4 1111 SX4
34'3"15
R=113pif U=100plf RL=3/3plf W=34'3'15
(Rigid Surface)
SEQ= 72228
PLT.TYP:WAVE DESIGNCR1r=FBC7014REWPI3 17FT1Rr-M%(0°i)11U(0) QTY=1 TOTAL=1 REV. 15.01.01C.0611.00 SCALE=0.1875
**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 DL 15.Opsf DATE 07-25-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT"FURNISH A P E ET BC DL 10.Opsf DRWG
�• /• !` O 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
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. 340315
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#272D
OFF.(772)286-3700 OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.THE STUART,FL 34994
FAX.(772)288,4234 BSUITBILITY UILDING SAND USE OF THIS
IS 1 COMPONENT FOR�PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0 ITYPE VAL
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