1202 JASMINE ST REVISION (2) ALL
Revision Request/Correction to Comments **HIGHLI HIGHLIGHTED
ON
HIGHLIGHTED IN
City of Atlantic Beach Building Department GRAY IS REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233 QQ
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMITM /N,— .01 iB^021C
❑ Revision to Issued Permit OR ❑ Corrections to Comments Date:
Project Address: G�
Contractor/Contact Name: (AIA (VIVV � Solar 4 `
r 1.,
Contact Phonet ��� �� �" Email:
\\\
Description of Proposed Revision/Corrections:
I f 2*y,� d" ~rl`"' affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• Will proposed revision/corrections add additional square footage to original submittal?
❑No ❑ Yes (additional s.f.to be added: )
• Wiol proposed revision/corrections add additional increase in building value to original submittal?
,10o ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation)
*Signature of Contractor/A
(Office Use Only)
Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments CQJJ T 4?C, 7d p> C-1-,.,42 Soot C_0(,.>V Q t Elft&,
De artment Review Required:
Buildin
ing&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities
Public Safety Date
Fire Services Updated 10/17/18
REVISION "
_ Martin
DA E LJ S/ ���� one
^ Engineering
SIGNED
January 21, 2019
Building Official OFFICE COPY
City of Atlantic Beach Building Department
Atlantic Beach, Florida
Re. Proposed Single Family Dwelling
1202 Jasmine Street
Atlantic Beach, FL 32233
Dear Building Official:
As the Engineer of Record for the referenced project, we have reviewed the truss shop drawings and
layout prepared by W.B. Howland Company, Inc. and Alpine, an ITW company. The truss shop drawings
were signed and sealed by Douglas Fleming, P.E license No. 66648 on 11/15/18.Shown below are the
results of our truss review:
SHOP DRAWING/SUBMITTAL REVIEW
dAPPROVED F1 APPROVED WITH CHANGES NOTED
F] REVISE AND RESUBMIT 1-1 REJECTED:
Submittal was reviewed for design conformity and general conformance to the contract documents
only. The contractor is responsible for confirming and correlating dimensions at the job sites for
tolerances,clearances,quantities,fabrication processes and techniques of contruction,coordination of
his work with other trades and full compliance with the contract documents.
Please incorporate this information into the Building Permit Documents.
Sincerely,
Kevin C. Martin, P.E.
Principal Engineer
Martin Engineering, LLC.
450 State Road 13 N.,#106-387
Jacksonville, FL 32259
904-472-1459
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Job Name: 1202 JASMIN STREET(BEGON JOB#: 18-2539
O > 0p Customer: BUILDING UNLIMITED
m cj W Designer: ELMER GORHAM
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Alpine,an ITW Company
��•••� �GENS`�•••.•�1 6750 Forum Drive,Suite 305
Orlando,FL 32821
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No. 648 Phone:(800)755-6001
ALPINE
www.alpineitw.com
• #0 278
1 ATE OF i q 11/15/2018
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Site Information: Pa 1:
Customer.- W.B.Howland Company,Inc. Job Number. 18-2539
Job Description: 1202 JASMIN STREET BEGONIA
Address: 1202 JASMIN ST,Atlantic Beach,FL
Job Engineering Criteria:
Design Code: FBC 2017 RES View Version: FBC 2017 RES
JRef#.- 1 WG22150004
Wind Standard: ASCE 7-10 Roof Load(pdo: 20.00-7.00-0.00-10.00
WInd Speed(mph): 130 Floor Load s : None
This package contains general notes pages,32 truss drawing(s)and 4 detail(s).
Item Seal# Truss Item Seal# Truss
1 319.18.0840.32323 A01 2 319.18.0840.51180 A02
3 319.18.0840.55080 A03 4 319.18.0840.59517 A04
5 319.18.0841.03500 A05 6 319.18.0841.05990 A06
7 319.18.0841.08377 A07 8 319.18.0841.11017 A08
9 319.18.0841.15730 A09 10 319.18.0841.25650 A10
11 319.18.0843.04850 A11 12 319.18.0843.12580 B01
13 319.18.0843.17820 B02 14 319.18.0843.22980 B03
15 319.18.0843.32310 J01 16 319.18.0843.38580 J02
17 319.18.0843.41790 J03 18 319.18.0843.45420 J04
19 319.18.0843.53223 J05 20 319.18.0843.59450 J06
21 319.18.0844.05530 J07 22 319.18.0844.12623 J08
23 319.18.0844.21060 J09 24 319.18.0844.35683 J10
25 319.18.0841.50610 J11 26 319.18.0842.02190 J12
27 319.18.0842.09343 J13 28 319.18.0842.14647 J14
29 319.18.0842.22213 J15 30 319.18.0842.26363 M01
31 319.18.0842.32587 Vol 32 319.18.0842.38853 V02
Florida Certificate of Product Approval#FL1999 Printed 11/15/2018 9:57:15 AM
General Notes
Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities:
The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1,
Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate
Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design
Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and
dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to
independently verify the accuracy or completeness of the information provided by others and may rely on that information
without liability. The responsibility for verification of that information remains with others neither employed nor controlled
by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page
listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component
designs and not for the technical information furnished by others which technical information and consequences thereof
remain their sole responsibility.
The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in
accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and
loads for each truss component match those required by the plans and by the actual use of the individual component, and
for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any
additional factors required in the particular application. Truss components using metal connector plates with integral teeth
shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to
exceed 19%and/or cause corrosion of connector plates and other metal fasteners.
The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set
forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss
component design loads, inspection of the truss components before or after installation, the design of temporary or
permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear
walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the
foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports,
installation of the truss components, observation of the truss component installation process, review of truss assembly
procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in
the installation of the truss components and/or its connections.
This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic
file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request.
Temporary Lateral Restraint and Bracing:
Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2,
67 and/or 610 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or
other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these
drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to
and may not be relied upon for the temporary stability of the truss components during their installation.
Permanent Lateral Restraint and Bracing:
The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of
the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of
BCSI chapters B3, 67 and/or B10, or as specified by the Building Designer or other Registered Design Professional.
These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building
stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building
Designer.
Connector Plate Information:
Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations,
gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60.
Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at
www.icc-es.orq.
Page 1 of 2
General Notes (continued)
Key to Terms:
Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed
information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be
found in calculation sheets available upon written request.
BCDL= Bottom Chord standard design Dead Load in pounds per square foot.
BCLL= Bottom Chord standard design Live Load in pounds per square foot.
Des Ld =total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot.
HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches.
HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep
adjustment.
HPL= additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds.
L/#= user specified divisor for limiting span/deflection ratio for evaluation of actual Udefl value.
L/defl = ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the
referenced panel point. Reported as 999 if greater than or equal to 999.
Loc= Location, starting location of left end of bearing or panel point(joint) location of deflection.
Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases.
Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases.
Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases.
NCBCLL= Non-Concurrent Bottom Chord design Live Load in pounds per square foot.
PL= additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds.
PLB= additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds
PLT= additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds.
PP = Panel Point.
R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc).
-R= maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc).
Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the
indicated location (Loc).
RL= maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity(wind or seismic)
load cases, at the indicated location (Loc).
Rw= maximum downward design Reaction, in pounds, from all specked non-gravity(wind or seismic) load cases, at the
identified location (Loc).
TCDL =Top Chord standard design Dead Load in pounds per square foot.
TCLL=Top Chord standard design Live Load in pounds per square foot.
U = maximum Upward design reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the
indicated location (Loc).
VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in
inches.
VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load.
VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment.
W=Width of non-hanger bearing, in inches.
Refer to ASCE-7 for Wind and Seismic abbreviations.
Uppercase Acronyms not explained above are as defined in TPI 1.
References:
1. AF&PA: American Forest& Paper Association, 1111 191h Street, NW, Suite 800, Washington, DC 20036;
www.afandpa.org.
2. ICC: International Code Council;www.iccsafe.oro.
3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO
63043; www.alpineitw.com.
4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314;www.tpinst.org.
5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719;www.sbcindustrv.co
Page 2 of 2
SEQN:731536 T12 HIPS Ply: 1 Job Number: 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0840.32323
Truss Label: A01 GA / DF 11/15/2018
7' 127"8 1 T 1 T1 V'8 r7n12 25TV 278 34'8"
T 5'7'8 4'4"8 1 6'8"4 1'11' - - 7'
12
_5X9 —` E114X Illm _H41114X5X5
5 � T
T la) (a)
�4A2) �I
1 i � A B P O 1
3X4(A1) 1112X4 S -qXS 0-6X10 A 12 /N7X8(S}iSl M
12 5X8
o8X10(SRS) B4 1112X3('7
34'8"
T1"12 1 4 4'3"8 5'7" 1'i_ 71"8 1'i_ T8" 1'4"
T 7'1"12 +e 1� 1710 8 +18 0"e 28 -i' 348
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.197 H 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enciosure:Closed Lu:NA Cs:NA VERT(CL):0.370 H 720 180 B• 312 /- /- P /68 /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):0.062 M - - K 1306 /- /- P /297 /-
EXP:C Kzt:NA
Des Ld: 37.00 HORZ(TL):0.116 M - - S /-160
Mean Height 15.00 ft Wind reactions based on MWFRS
NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0
TCDL:4.2 psf B B Width=158 Min R
Soffit: 2.00 gCDL:5.0 psf Bldg Code: FBC 2017 RES Max 7C CSI: 0.951 � eq_-
Load Duration:1.25 TPI Std: 2014 Max BC CSI: 0.968 K Big Width=3.5 Min Req= 1.5
MWFRS Parallel Dist:0 to h/2
Spacing:24.0" C&C Dist a:3.47 ft Rep Fac:No Max Web CSI: 0.766 Bearings B&K are a rigid surface.
Loc.from endwall:NA FT/RT:20(0)/10(0) Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.25 WAVE VIEW Ver.17.02.02.1208.15 - —_—
Lumber Wind B-C 758 -163 G-H 339 -1582
C-D 2740 -588 H-1 744 -3591
Top chord 2x4 SP#2:T2 2x4 SP M-31: Wind loads and reactions based on MWFRS. D-E 91 -468 I-J 472 -2273
Bot chord 2x4 SP#2:B4 2x4 SP M-31: E-F 91 -468 J-K 545 -2506
Webs 2x4 SP#2 Additional Notes F-G 314-1527
Bracing Refer to General Notes for additional information
(a)Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply(Ibs)
member. Chords Tens.Comp. Chords Tens. Comp.
Plating Notes B-T 125 -640 P-0 3615 -779
T-S 124 -614 O-N 3196 -610
All plates are 3X5 except as noted. S-R 124 -614 N-M 2274 -475
(")1 plate(s)require special positioning.Refer to R-Q 519-2501 M-K 2249 -472
scaled plate plot details for special positioning O-P 734 -117
requirements.
Purlins r �L�� Maximum Web Forces Per Ply(Ibs)
In lieu of structural panels or rigid ceiling use purlins ■■•aa•■eq Webs Tens.Comp. Webs Tens. Comp.
to laterally brace chords as follows: •e SF GEN ••�,y/� C-T 513 -15 P-G 330 -736
Chord Spacing(in oc) Start(ft) End(ft) �•ee ` e••C C-R 531 -2434 P-H 458 -2113
BC 37 0.15 17.88 S R-D 706-2444 O-1 2874 -594
BC 17 17.88 18.88 s D-Q 3393 -696 1-N 312 -2075
BC 75 18.88 26.00 Na. 8
BC 17 26.00 27.00 1.1a F-Q 474-2086 M-J 414 0
e
BC 75 27.00 34.52 * a = * F-P 2304 -485
Apply purlins to any chords above or below fillers • •
at 24"OC unless shown otherwise above. ATE OF •f
Loading
#1 hip supports 7-0-0 jacks with no webs. %z R r P
Left side jacks have 7-0-0 setback with 0-0-0 cant
and 1-4-0 overhang.End jacks have 7-0-0 setback fO,lw�
with 0-0-0 cant and 1-4-0 overhang.Right side jacks #0 278 alts/!
have 7-0-0 setback with 0-0-0 cant and 1-4-0
overhang. 11/15/2018
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached ripld ceiling Locations shown for perrnanentlateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa�ge,, 6750 Forum Drive
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the des��r'gn shown. The suiFability
and use of this drawing for any structure is the responsibility of the building Desig er per ANSI/TPI 1 Sec.2. Suite 305
For more information see this job's geneml rates page and these web sites:ALPINE:www_al ineitw.com;TPC www. Inst ;SBCA:www.sbandust .corn;ICC:-iccufe.org Orlando FL,32821
SEQN:731567 T2 HIPS Ply. t Job Number. 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0840.51180
Truss Label: A02 GA / DF 11/15/2018
iriole
1510"8 iT 1 21'10"4 25'8" 2T 34'8"
8'1" 11 e10'8 1'1 3'11'12+ 3'9"12 +1'4} Ta"
-5X8
72 ,X6CX4 D T2 3E4 F 15G — — I NSX4
T 5 � J T
T4
Ia �
1 1 33 A B — -4X5 - V
P O N 17-2 E9 K L 1
3X8(At) 0 2.5 =5X8 RO� 12 7 B7 �3Xa(A1)
�SS0710(SRS)
12 oSS050812 =3X4 112X3 L X7
goSS/012(—XI)
34'8'
7712 1712 8'7' 778 � 34"8 1 55i 78 1'4'
' 9
1x114 trio271"12 25W 34
44"
"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maxinsan Reactions(Ills)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.384 Q 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.714 Q 577 180 V 1390 P /- /742 /312 /116
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.181 M - - K 1389 /- /- 1747 /310 /-
EXP:C Kzt:NA HORZ
Wind Des Ld: 37.00 Mean Height:15.00 ft (TL):0.337 M - - nd reactions based on MWFRS
NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 V Big Width=3.5 Min Req= 1.5
TCDL:4.2 psf K 8 Width=3.5 Min R 1.6
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.714 Req=
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.742 Bearings V li are a rigid surface.
Re Fac:Yes Max Web CSI: 0.741 Members nott listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.47 ft P
Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Pty(lbs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.25 WAVE,HS,18SS VIEW Ver.17.02.02.1208.15 B-C 1424-4890 G-H 1058 -3330
Lumber C-D 1215-3898 H-1 1001 -3095
D-E 963-2946 I-J 1019 -3003
Top chord 2x4 SP M-31 32,T4 2x4 SP#2: E-F 978-3007 J-K 857 -2776
Bot chord 2x4 SP M-31:134,B6 2x6 SP M-31: F-G 978-3007
:137 2x4 SP#2:
Webs 2x4 SP#2
Maximum Bot Chord Forces Per Ply(ibs)
Plating Notes Chords Tens.Comp. Chords Tens. Comp.
(")1 plate(s)require special positioning.Refer to B-U 4541 -1225 Q-P 3133 -838
scaled plate plot details for special positioning U-T 4419-1193 P-0 2555 -672
requirements. T-S 3687 -946 O-N 2546 -669
Purlins S-R 2981 -799 N-M 3062 -887
In lieu of structural panels or rigid ceiling use pudins
R-Q 3841 -1007 M-K 2495 -696
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft) 1MIIfNf Maximum Web Forces Per Ply(lbs)
BC 75 0.15 15.58 t"l Webs Tens.Comp. Webs Tens. Comp.
Ft
BC 28 15.58 18.33 �+►•7
BC 75 18.33 34.52 ••••••'•eq !AI U-C 1771 -430 G-Q 2311 -573
Apply purlins to any chords above or below fillers �•• ;GENS�••�� C-T 576-1714 H-P 207 -436
at 24"OC unless shown otherwise above. �• �v T-D 1593 -448 P-1 742 -239
Wind D-S 177 -750 I-N 609 -267
QwQ i S-E 214 -417 N-J 1319 -309
Na. 648
Wind loads based on MWFRS with additional C&C • � G-R 588-2315 M-J 591 -1747
member design.
l� •
Additional Notes ATE OF •
Refer to General Notes for additional information :tC�
#0 278 AIL
11/15/2018
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, ALPINE as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. f7efer to /`"1 L ,P N E
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the u
truss in conformance with ANSIq PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e,, 6750 forum Drive
I
isting this drawing indicates acceptance of proTesstonaf engineering responsibility solely for the design shown. The suiKility
and use of this drawing for any structure is the responsibility of the building Desigrfer per ANSI/TPI 1 Sec.2. Suite 305
For, more information see this job's geneml notes 2age and these web sites: ALPINE: w ,al -neitw.com;TPI: w t inst.org SBCA: www.sbandust .eom;ICC:www.Kxsaft.org Oriando FL,32821
SEQN:731571 T3 HIPS Py: 1 Job Number. 18-2539 Cust:R215 JRef.1WG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0840.55080
Truss Label: A03 GA / DF 11/15/2018
8'1" 11' 158'Y2 1 23'8" 281x2 348"
8'1" 211" x'8"12 T11"4 52"2 59"14
=5X6 1112X3 =5X7
D E F
T 12 '16X4
5 p C 02�
T1
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v rn
1 17'21 B =H1610 M H
at A 1116X4
8(A1) a 2.5 —5X9 = 3X4 �3X6(A1)
12
34'8"
f14'"j, 7712 I_ 3x'121a7" 1 Tr 1 1r rad
rlV4 11' 157" 22'8" 34'8"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def 1CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.321 N 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.596 N 691 180 O 1387 /- /- /746 /312 /136
BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.142 J - - H 1384 /- A /749 /311 /-
EXP:C Kzt:NA HORZ L:0.263 J - Wind reactions based on MWFRS
Des 37.00 Mean Height:15.00 ft )
NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 O Big Width=3.5 Min Req= 1.5eq=
TCDL:4.2 psf H Big Width=3.5 Min R 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.785 Bearings O&H are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.794 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.47 ft Rep Fac:Yes Max Web CSI: 0.602
Loc.from endwall:not in 9.00 it FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.25 WAVE,HS VIEW Ver.17.02.02.1208.15 B-C 1392-4881 E-F 842 -2439
Lumber C-D 919-2890 F-G 746 -2371
D-E 834-2426 G-H 871 -2711
Top chord 2x4 SP#2:T1 2x4 SP M-31:
Bot chord 2x4 SP M-31 :133 2x4 SP#2:
Webs 2x4 SP#2 Maximum Bot Chord Forces Per Py(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Bracing B-N 4533-1197 L-K 2144 -531
(a)Continuous lateral restraint equally spaced on N-M 4427-1169 K-J 2144 -531
member. M-L 2688 -656 J-H 2453 -723
Purlins
In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Py(Ibs)
to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp.
Chord Spacing(in oc) Start(ft) End(ft) N-C 1877 -411 L-E 239 -397
BC 75 0.15 34.52 C-M 653-2200 F-J 474 0
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above. �+ M-D 1142 -293
Wind ejeeuereege��
Wind loads based on MWFRS with additional C&C O •••• GENS e•••�G1
member design. •
Additional Notes
No. 848
Refer to General Notes for additional information
s = 7x
ATE OF i
ftainesso
#0 278 A
f0lV1.���
11/15/2018
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin ship Ing,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,byy TPI and SBCA)for.Fep practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 1310,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to
drawings 160A-Z for standard plate positions. ALPINE
Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the E
truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover to e,_ 6750 Forum Drive
listing this drawing indicates acceptance of pro) I sonar engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Desigder per ANSI/TPI 1 Sbc.2. Suite 305
For more information see this job's genemi notes page and these web sites. ALPINE: www.al ineitw.corn;TPI:www. inst. ;SBCA:www.sbpndust .com;ICC:www.iccsafe.org Orlando FL,32821
SEON:731575 T26 HIPS Ply: 1 712021,NJASbMIN
er: 18 2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 1 STREET(BEGONIA) DruvNo: 319.18.0840.59517
bel: A04 GA / DF 11/15/2018
81' 13' 21'8' 2T8"6 34'8"
a5X8 =5X8
D E
T
5 12 5X6
C 3X4
(a) T3
1
' B =HC'
N0610 H 3Y A M
=3X8(A1) 4X6 _5X5 83 =3X4K `<4X5 1112X3 — A1)
0 2.5
12
34'8'
7712 50"12 27" 8'1" 3 3'2"2 8914 1'4"
�II��� rt t 4 13' F 15'7" 218" + 248'+ zT102+ 34-
1,8
4'
1,8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.335 N 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.621 N 664 180 O 1387 /- P /750 /311 /158
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.157 1 - - G 1384 /- /- /752 /309 A
— KztDes Ld: 37.00 EXP:C Height:15NA
Mean Heifight00 ft HORZ(TL):0.291 1 Wind reactions based on MWFRS
.
NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor.2.0 O Big Width=3.5 Min Req= 1.5
G B Width=3.5 Min R 1.6
Soffit: 2.00 BCDL:5.0 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.526 � �_
TPI Std: 2014 Max BC CSI: 0.722
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h Bearings O 8 G are a rigid surface.
Spacing:24.0" C&C Dist a:3.47 ft Rep Fac:Yes Max Web CSI: 0.456 Members not listed have forces less than 375#
Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.25 WAVE,HS VIEW Ver.17.02.02.1208.15 B-C 1338-4877 E-F 711 -2176
Lumber C-D 776-2395 F-G 793 -2726
Top chord 2x4 SP M-31 :T3 2x4 SP#2: D-E 691 -1982
Bot chord 2x4 SP M-31:B3,B4 2x4 SP#2:
Webs 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
Bracing --
(a)Continuous lateral restraint equally spaced on B-N 4529-1146 K-J 2451 -648
N-M 4427-1122 J-1 2451 -648
member. M-L 2225 -522 I-G 2454 -646
Purlins
L-K 1954 -472
In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per
to laterally brace chords as follows: Ply(lbs
)
Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Camp.
BC 75 0.15 34.52
Apply purlins to any chords above or below fillers N-C 1907 -387 D-L 174 -443
at 24"OC unless shown otherwise above. C-M 677-2479 E-K 438 -21
_ M-D 887 -191 K-F 195 -550
Wind •,.•C..NS..•q
Wind loads based on MWFRS with additional C&C O ••• � �•••r�C
member design. �• •�
r
•
Additional Notes •
Refer to General Notes for additional information No. 8• �
if • • 7�
ATE OF i
ORVQ
wood
a0 a78 AIAIL
11/15/2018
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices poor to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE
drawings 16OA-Z for standard plate positions.
Alpine,a division of ITW 8uildinpp Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the N TM,n
truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover pa e,, 6750 Forum Drive
listing this drawing indicates acceptance of proTessronaf engineering responsibility solely for the des�iggn shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305
For more information see this job's geneml notes page and these web sites: ALPINE:www.al ineitw.com;TPI:wwwApinstprg,SBCA: www.sbcindust .com;ICC:www.ic fe.org Orlando FL,32821
SEAN:731582 T5 HIPS Ply 1 Job Number. 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0841.03500
Truss Label: A05 GA / DF 11/15/2018
81" 98" 15 198 251'13 288^8 34'8"
t• 8'1' + 1Td 5'3"12 + 4'8" + 5'S13 + 1 T11"10 -1
__5X5s =5X7
E F G
12 o_3X5 3X5
S D s 5X8 D H 3X4
C I
T1
(a) F,
B =H010 J K
PM L 84 t
8(A1) a 2.5 =5X6(9 83 '=3X5 1112X3 — 11
12 -3X4
348"
77"12 _ 7T12 4'1' 5' 2'2'2 T9"14 1'4"
"8 T11"426'1 348"
8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.386 Q 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.716 Q 576 180 R 1387 /- A 1751 /90 /175
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.177 L - - J 1384 /- /- /753 /88 /-
EXP:C Kzt:NA
Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL):0.329 L - - Wind reactions based on MWFRS
NCBCLL:10.00 Code/Misc Criteria Creep Factor 2.0 R Brg Width=3.5 Min Req= 1.5
TCDL:4.2 psf J B Width=3.5 Min R 1.6
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.681 . =
Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.860 Bearings R li are a rigid surface.
Re Fac:Yes Max Web CSI: 0.836 Members nott listed have forces less than 375#
Spacing:24.0" C&C Dista 3.47 ft P
Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.25 WAVE,HS VIEW Ver.17.02.02.1208.15 B-C 1321 -4958 F-G 656 -1786
Lumber C-D 632-2011 G-H 646 -1948
D-E 650-1976 H-1 627 -1982
Top chord 2x4 SP#2:T1 2x4 SP M-31: E-F 657-1783 I-J 763 -2698
Bot chard 2x4 SP M-31:B3,B4 2x4 SP#2:
Webs 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs)
Bracing Chords Tens.Comp. Chords Tens. Comp.
(a)Continuous lateral restraint equally spaced on B-Q 4612-1133 N-M 2419 -613
member. Q-P 4514-1115 M-L 2419 -613
Plating Notes P-0 1777 -359 L-J 2424 -611
(")1 plate(s)require special positioning.Refer to O-N 1753 -381
scaled plate plot details for special positioning
requirements. Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Purlins
G- Q-C 1976 -377 G-N 440 -43
In lieu of structural panels or rigid ceiling use purlins �+►�7 f C-P 792-2892 N-1 256 -736
to laterally brace chords as follows: •�.....•
Chord Spacing(in oc) Start(ft) End(ft) Ely
O ••• c A,�•• P-E 572 -56
BC 75 0.15 34.52 • � •
Apply purlins to any chords above or below fillers •
at 24"OC unless shown otherwise above. ••
Wind
No. 848
Wind loads based on MWFRS with additional C&C
member design. • •
Additional Notes • ATE OF t�
Refer to General Notes for additional information %'Q
#0 278
11/15/2018
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeerty
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE
drawings 160A-Z for standard plate positions. A LPI N E
Alpine,a division of ITW Building Components Group Inc.shall not be responsibie for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e,, 6750 Forum Drive
listing this drawing indicates acceptance of pro7essronaf engineering responsibility solely for the design shown. The suiFabrlrty
and use of this drawing for any structure is the responstbility of the 9uilding Desigrier per ANSIITPI 1 Sbc.2. Suite 305
For, more information see this job's general rates page and these web sites:ALPINE:www.al ineitw.com;TPI:www. Inst. ;SBCA: www.sbandust .wm;ICC:www.imsafe.org Orlando FL,32821
SEON:731586 T6 HIPS Ply 1 Job Number: 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qly 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0841.05990
Truss Label: AN GA / DF 11/152018
81' 98'¢ 1510"8 +1T,_ 24'8'5 25,'66 34'8"
8'1' iT 8'2"1 1'1 T89 9'3 91"10
03X4-5F5
E
T2
T3
123-3X4
5 Ll— -5X6�D G H
C n
fn '
f`
�l 3Y A B =H00610 I J
3X8(A1) =5X8 =3X7 LIII2X3 — 1)
a 2.5 =4X5
12
34'8"
1.4" 77"12 7712 91" 1"2 8'11"14 1'4"
�„_„ T11"4 ,157 ► 24'8" +2x'8.2 34'8"
Loading Criteria(pal) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.387 O 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):0.718 0 574 180 p 1387 /- /- 1743 /81 /196
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.173 K - - 1 1384 /- /- /745 /80 /-
EXP:C Kzt:NA
Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL):0.321 K - - Wind reactions based on MWFRS
NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 P Brg Width=3.5 Min Req= 1.5
TCDL:4.2 psf 1 B Width=3.5 Min R 1.
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.685 = 5
Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.792 Bearings P 8 I are a rigid surface.
P
Spacing:24.0 C&C Dist a:3.47 ft
Re Fac:Yes Max Web CSI: 0.972 Members not listed have forces less than 375#
"
Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.25 WAVE,HS VIEW Ver.17.02.02.1208.15 B-C 1162-4962 F-G 537 -1771
Lumber C-D 546-1945 G-H 513 -1790
D-E 567-1910 H-1 669 -2639
Top chord 2x4 SP M-31:T2,T3 2x4 SP#2: E-F 583-1722
Bot chord 2x4 SP M-31 :133 2x4 SP#2:
Webs 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs)
Bracing Chords Tens.Comp. Chords Tens.Comp.
(a)Continuous lateral restraint equally spaced on
B-0 4617 -984 M-L 2357 -517
member. O-N 4518 -970 L-K 2357 -517
Purlins N-M 1708 -283 K-1 2361 -516
In lieu of structural panels or rigid ceiling use purlins Forces Per P Fo
Maximum Web
to laterally brace chords as follows: IY(Ibs)
Webs Tens.Comp.Fo
Chord Spacing(in oc) Start(ft) End(ft) p. Webs Tens. Comp.
BC 75 0.15 34.52 O-C 1969 -308 E-M 278 647
Apply purlins to any chords above or below fillers r
at 24"OC unless shown otherwise above. OP. Q C-N 723-2945 F-M 1085 -331
N-E 402 -69 M-H 304 -874
Wind •• ;G�N�••�!'Y^
Wind loads based on MWFRS with additional C&C O•e• � ti•V"
member design. �•
•
Additional Notes a No.Refer to General Notes for additional information • •
y • : y
li • • 7�
• ATE 4F f c�
#0 278 NAI.
11/15/2018
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,b TPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions. ALPINE
Alpine,a division of ITW Buildingq Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the o
truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e,, 6750 Forum Drive
listing this drawing indicates acceptance of pro7essronar engineering responsibility solely for the des shown. The suitability
and use of this cawing for any structure is the responsibility of the uilding Designer per ANSl1TPI 1 Sac.2. Suite 305
For more information we this job's genemi notes page and these web sites:ALPINE:www-al ineitw.com;TPI:www. insL ;SBCA:www.sbandust com;ICC: wwwJccsafe org Orlando FL,32821
SEQN:731590 T4 COMN Ply. 1 Job Number: 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 8 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0841.08377
Truss Label: A07 GA / DF 11/15/2018
11 01 I 124'1T4 T3'155 1 15 7 91 1.0 -�
=5X5
03X4 F
E
T2
a 3X5
12 83X4
5 f 3X5 G
X5))((6
N
i0
(a) (a)
B 0
'1 A =—H0810 rn
I J
=U%At) a 2.5 =5X8 --3X L M B371)
12 =4X5
34'8' i
TT12T7'12T4' 1 8.11"14 1'4-
T11"4
P 1T4 24'8' 25 -
'38
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.387 O 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.718 O 574 180 p 1387 /- /- 1747 /84 /198
BCDL: 10.00 Risk Category:II Snow Duration:NA HO
EXP:C Krt:NA RZ(LL): 0.173 K - i 1384 /- !- /750 !83 /-
Des Ld: 37.00 Mean Height:15A0 ft HORZ(TL):0.321 K Wind reactions based on MWFRS
NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 P Brg Width=3.5 Min Req= 1.5
TCDL:4.2 psf 1 B Width=3.5 Min R 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.687 _
Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.792 Bearings P&I are a rigid surface.
P
Spacing:24.0 C&C Dist a:3.47 ft
Re Fac:Yes Max Web CSI: 0.972 Members not listed have forces less than 375#
"
Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.25 WAVE,HS VIEW Vet:17.02.02.1208.15 B-C 1191 -4962 F-G 557 -1770
Lumber C-D 565-1945 G-H 532 -1790
D-E 586-1903 H-1 685 -2639
Top chord 2x4 SP M-31 :T2,T3 2x4 SP#2: E-F 600-1722
Bot chord 2x4 SP M-31 :B3 2x4 SP#2:
Webs 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs)
Bracing Chords Tens.Comp. Chords Tens. Comp.
(a)Continuous lateral restraint equally spaced on B-0 4616-1010 M-L 2357 -531
member. O-N 4518 -995 L-K 2357 -531
Purlins N-M 1708 -301 K-1 2362 -529
In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per PI lbs
to laterally brace chords as follows: y( )
Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp.
BC 75 0.15 34.52 O-C 1968 -318 E-M 271 -647
OC
Apply unto any chords above or below fillers C-N 733-2944 F-M 1086 -323
at 24"OC unless shown otherwise above. �s Ft L`� N-E 402 -68 M-H 301 -874
Wind ••,..■...en• ��
Wind loads based on MWFRS with additional C&C 4'J •••• ,V Er•Sn••••• G1
member design. •
•
Additional Notes
Refer to General Notes for additional information No. 648
•
e
ATE O% F f c�
�XOR104► �+
f01VAt��,
#0 278
11/)5/2018
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT•" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin ship tng,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,b TPI and SBCA)fo'r safe y practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeAy
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins Talled per BCSI sections B3,B7 or 810, ALPINE as applicable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. kefer to /`'1 ILP N E
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M M
truss in conformance with ANSI PI 1,or for handlin%shippin ,installation and bracing of,trussesA seal on this drawing or cover pa e., 6750 Forum Drive
listing this drawing indicates acceptance of pro Tessrona�engineering responsibility solely for the design shown. The p.a bility
and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 305
For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitw.com;TPI: www. Inst. ;SBCA: www.sbandust .com;ICC:www.iocsafe-o Orlando FL,32821
SEON:731594 T8 COMN Py 1 Job Number: 18-2539 Cust:R215 JRef: IWG22150004
FROM:EG Qty:
3 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0841.11017
Truss Label: A08 GA / OF 11/15/2018
91"10 10 '1 17'4" 24715 25j6 6 34'8"
r 9'1"10 +17 T3"15 + 73"15 +1 91"10
5X5
E
T2
T3 a 3X5
12 ,3X5 3X4
5 g3X4D F G
fo �
(a) (a)
B H
ZI A I
=3X6(41) 1112X3 -3X5 B2 =3X5 1112X3 —3X 1)
34'8
1'4" 8'11"14 2 5'4" 5'4" 30"2 i 8'11"14 1'4"
I— —� 12, + 17,4„ 2.2,8„ ,6„
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.142 L 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.263 L 999 180 B 1382 /- /- 1748 /84 /198
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):0.057 J - - H 1382 /- /- 1748 /84 A
EXP:C Kzt:NA
Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL):0.105 J - - Wind reactions based on MWFRS
NCBCLL: 10.00 Code I Misc Criteria Creep Factor:2.0 B Brg Width=3.5 Min Req= 1.5
TCDL:4.2 psf H B Width=3.5 Min R 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.529 . _
Load Duration:125 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.911 Bearings B 8 li are a rigid surface.
Members not listed have forces less than 375#
Spacing:24.0” C&C Dist a:3.47 ft Rep Fac:Yes Max Web CSI: 0.331
Loc.from endwall:not in 9.00 it FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.25 WAVE VIEW Ver.17.02.02.1208.15 B-C 685-2631 E-F 563 -1775
C-D 537-1795 F-G 537 -1795
Lumber D-E 563-1775 G-H 685 -2631
Top chord 2x4 SP M-31 12,T3 2x4 SP#2:
Bot chord 2x4 SP M-31:B2 2x4 SP#2:
Webs 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Bracing B-N 2353 -512 L-K 2349 -532
(a)Continuous lateral restraint equally spaced on N-M 2349 -514 K-J 2349 -532
member. M-L 2349 -514 J-H 2353 -530
Purlins
In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs)
to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp.
Chord Spacing(inoc) Start(ft) End(ft) C-L 298 -857 L-G 298 -857
BC 75 0.15 34.52
Apply purlins to any chords above or below fillers E-L 878 -156
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C •• '■�. eq •.
member design. E+. ••
•e• � 9 ••tiV
•
Additional Notes
Refer to General Notes for additional information
No. 648 't
y • ■
is ■ �
ATE OF r�
�o
ao 278 NAIL
11/15/2018
"WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
`"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Componenf Safety Information,by TPI and SBCA)fo'r safety practices poor to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a proppeerly
attached rigqid ceiling Locations shown for permanent lateral resVaint of webs shall have bracingg installed per BCSI sections B3,B7 or B10,
as applicab5e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildingq Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e_. 6750 Forum Drive
listing this drawing indicates acceptance of proiesstonai engineering responsibility solely for the desi n shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sbc.2. Suite 305
For more information see this job's geneml notes page and these web sites: ALPINE: www.al ineitw.=n;TPI: w inst. ;SBCA: www.sbdndusl .com;ICC:w Accszfe.org Orlando FL,32821
SEAN:731598 T9 COMN Pty: 1 Job Number: 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 4 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0641.15730
Truss Label: A09 GA / DF 11/15/2018
�
91'10 71 15'10'8 1T� 247'15 256"6 34'8'
91"10 5107 +1'5 73'15 +1 91'10 ,
1115X6
3X5 F
E
12 >--3X5
5 S 3X45
C DinCo
B I
3a A J
3X4(p1) 42X3 =3OX.S =3X4 =4X7= 3X5 1112X3 =3X4(A1)
15'8'12 1 1911"4
8'11'14 30"2 37" T9' 5'4" 3'0'2 8'11"14 1'4"
8'11"1 12' 157' 1T4 _ 22'8" + 25'8'2+ 34'8' +
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.038 P 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Endosure:Closed Lu:NA Cs:NA VERT(CL):0.070 P 999 180 B 575 /- /- /331 /134 /198
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 P - - N 1529 /- /- 1757 /314 P
EXP:C Kzt:NA
Des Ld: 37.00 HORZ(TL):0.036 P - - I 724 /- /- /452 /166 /-
Mean Height:15.00 ft Wind reactions based on MWFRS
NCBCLL:10.00 Code 1 Misc Criteria Creep Factor:2.0
TCDL:4.2 psf B Big Width=3.5 Min R 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.947 e9=
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.867 N Big Width=3.5 Min Req= 1.5
Spacing:24.0" C&C Dist a:3.47 ft Rep Fac:Yes Max Web CSI: 0.829 I Brg Width=Bearings B,N,& aI a Min Req= 1.5
0/10 0 re a rigid surface.
FT/RT:20
Loc.from endwall:not in 9.00 ft ( ) ( ) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Pty(Ibs)
Wind Duration:1.25 WAVE VIEW Ver.17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp.
Lumber B-C 155 -592 H-1 256 -981
Top chord 2x4 SP#2 D-E 384 -3
Bot chord 2x4 SP#2
Webs 2x4 SP#2
Maximum Bot Chord Forces Per Ply(Ibs)
Bracing Chords Tens.Comp. Chords Tens.Comp.
(a)Continuous lateral restraint equally spaced on B-P 474 -159 M-L 830 -136
member. P-O 469 -161 L-K 830 -136
Purlins O-N 469 -161 K-1 835 -134
In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per PI Ibs
to laterally brace chords c) follows: Webs Tens.Comp. Webs( Tens. Com
Chord Spacing(in oc) Start(ft) End(ft) P• P.
BC 75 0.15 34.52 C-N 262 -798 M-H 312 -923
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above. N-E 273-1073 H-K 382 0
E-M 850 -192
Wind j"►v (C
••••••1"••q
Wind loads based on MWFRS with additional C&C Q •• ' �+EIVS ••
'• w
member design. ••• ic •••
Additional Notes
Refer to General Notes for additional information
No. 848
•
q ATE
#0 278 �O�A�
11/15/2018
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin ship Ing,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,b TPI and SBCA)fo'r safe y prad5ces poor to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted o�herwise,top chord shall have property attached structural sheathing and bottom chord shall have a properl
attachetl ngid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, ALPINE
�
as appllce e. Apply,plates to each face oftrussand position as shown above and on the JoingDetails, unless noted otherwise. here;to /`"1 LPI N E
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M wry
I..
in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,. 6750 Forum Drive
listing this drawin� indicates acceptance of 7 esslonaf engineering responsibility solely for the design shown. The su' blllty
and use of this ;awing for any structure is the responsibility of the building Designer per ANSVTPI Man. Suite 305
For more infonnabon see this job's geneml notes page and these web sites ALPINE. wwwal ineitw.com;TPI:www. Inst. ;SBCA: www.sbandust .com;ICC:www.k=iafe.org Orlando FL,32821
SEAN:731602 TI COMN Pty: 1 Job Number: 18-2539 Cust:0215 JRef: 1WG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA) DiwNo: 319.18.0841.25650
Truss Label: A10 GA / DF 11/150018
91'101 1 15'10 8 1T " 247'15 25 348'
9'1'10 11 510'7 + 1'5 T3'15 +1 91'10
IR5F6
E
12 a 3X4
5 p y3CX4D G H
CDmn
r
(a)
B 1
71 F1, J
3X4(A1) 02X3 O =3X4=4X7 L 1112X3 — 1)
1178 47 18'9'8
8'11"14 302 37" 19' S4" 30'2 8'11'14 1'4"
8'11'14 2- 157" 174' 228 + 258'2+ 34'8'
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.038 P 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Endosure:Closed Lu:NA Cs:NA VERT(CL):0.070 P 999 180 B 573 P /- /330 /137 /198
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 P - - Q' 334 !- /- /165 /69 /-
EXP:C Kzt:NA
Des Ld: 37.00 HORZ(TL):0.036 P - - I 722 /- /- /454 /162 /-
Mean Height:15.00 ft Wind reactions based on MWFRS
NCBCLL:10.00 Code I Misc Criteria Creep Factor.2.0
TCDL:4.2 psf B B Width=3.5 Min R 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.947 � �
Load Duration:1.25 TPI Std: 2014 Max BC CSI: 0.867 Q Brg Width=55.0 Min Req=-
MWFRS Parallel Dist:h/2 to h
Spacing:24.0" C&CMW Dist a:3.47 ft Rep Fac:Yes Max Web CSI: 0.828 I Brg Width=3.5 Min Req= 1.5ings B,
Loc.from endwall:not in 9.00 It FT/RT:20(0)/10(0) BearMembers nott listed
t I are a rigid surface.
isted have forces less than 375#
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs)
Wind Duration:1.25 WAVE VIEW Ver.17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp.
Lumber B-C 165 -585 H-1 246 -976
Top chord 2x4 SP#2 D-E 387 -8
Bot chord 2x4 SP#2
Webs 2x4 SP#2
Maximum Bot Chord Forces Per Ply(Ibs)
Bracing Chords Tens.Comp. Chords Tens.Comp.
(a)Continuous lateral restraint equally spaced on B-P 467 -164 M-L 825 -127
member. P-0 462 -166 L-K 825 -127
Plating Notes O-N 462 -166 K-1 830 -125
All plates are 3X5 except as noted. Maximum Web Forces Per Ply(Ibs)
Purlins Webs Tens.Comp. Webs Tens. Comp.
In lieu of structural panels or rigid ceiling use purlins C-N 280 -805 M-H 312 -924
to laterally brace chords as follows: � N-E 265-1070 H-K 382 0
Chord Spacing(in oc) Start(ft) End(ft) / E-M 847 -185
BC 75 0.15 34.52 L
Apply purlins to any chords above or below fillers ..••"c'••°A•
at 24"OC unless shown otherwise above. O••••• �G�^�S�••••"/�
Wind •
•
•
Wind loads based on MWFRS with additional C&C •
member design. Q�
NQ, C7.1f8
Additional Notes * • _
Refer to General Notes for additional information ' ATE OF •
i
•
O.t��•�4OR10
a0 z78 ` f�AIAIL
11/15/2018
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
`*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,byy�TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, ALPINE
as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to /`"1 LPI N E
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Mf RW C(E
truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e,_ 6750 Forum Drive
listing this drawing indicates acceptance of proTessronA engineering responsibility solely for the design shown. The suirabilrty
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sbc.2. Suite 305
For more infmnafion see this job's geneml notes page and these web sites:ALPINE: w .al ineitw.c ;TPI: www. Inst. ;SBCA: www.sbandust .00m;ICC:www.ko fe.org Orlando FL,32821
SEQN:523482 T7 GABL Py: 1 Job Number. 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0843.04850
Truss Label: All GA / OF 11/15/2018
1'1 3'5'12 i 4 1T4' 25'1"15 X5'6"6 34'8"
r 3'S"12 r- 17 T9"15 4 9'1'10
K
12 o
5 --3X4 -PQ
�
n
--3X4 G
A W 2X`3X4
--3X4 D E
C
w10
B R
$i A s
3X4(A1) =AS AA_3X4 =5X10 B2 115X8 =4X4 =3X5 T =3X4(A1)
�- 11'5'4 4'3"8 i 1911"4
1'10"11 10'1.12 ITV 1'4"
S'4" r-� 17.4. '} 34V
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lot Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(I-Q: 0.187 N 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.343 N 661 180 B 537 /- /- /- /139 /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.033 N - - Y 1287 /- A /- /289 /-
EXP:C Kzt:NA HORZ L:0.061 N W 439 /- !- /- /123 /-
Des 37.00 Mean Height:15.00 ft )
NCBCLL:10.00 Code I Misc Criteria Creep Factor.2.0 R 949 /- /- /- /226 /-
TCDL:4.2 psf Wind reactions based on MWFRS
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.947
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.968 B Brg Width=3.5 Min Req= 1.5
Y Brg Width=3.5 Min Req= 1.5
Spacing:24.0" C&C Dist a:3.47 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.564
FT/RT:20 W Brg Width=3.5 Min Req= 1.5
0/100
Loc.from endwall:not in 4.50 ft ( ) ( ) R Brg Width=3.5 Min Req= 1.5
GCpi:0.18 Plate Type(s): Bearings B,Y,W,&R are a rigid surface.
Wind Duration:1.25 WAVE VIEW Ver.17.02.00.1013.16 Members not listed have forces less than 375#
Lumber Loading Maximum Top Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2 Gable end supports 8"max rake overhang.Top Chords Tens.Comp_ Chords Tens. Comp.
Bot chord 2x4 SP#2:132 2X6 SP M-31: chord must not be cut or notched. E-D 140 -676 H-K 117 -576
Webs 2x4 SP#2:W1,W2,W102x4SP#3: B-C 166 -753 K-L 116 -622
:W9 2x4 SP 2400f-2.OE: Wind C-D 152 -706 L-P 122 -623
Special Loads Wind loads and reactions based on MWFRS. D-E 130 -655 Q-R 355 -1571
-(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Additional Notes E-G 94 -434
TC:From 55 pif at -1.33 to 55 plf at 13.13 Refer to General Notes for additional information
TC:From 28 plf at 13.13 to 28 plf at 15.19 Maximum Bot Chord Forces Per Ply(Ibs)
TC:From 55 plf at 15.19 to 55 plf at 36.00 See DWGS Al4015ENC101014&GBLLETIN0118 for Chords Tens.Comp. Chords Tens. Comp.
BC:From 4 plf at -1.33 to 4 plf at 0.00 gable wind bracing and other requirements-
BC:From 20 plf at 0.00 to 20 plf at 11.58 The overall height of this truss excluding overhang is B-AC 663 -138 V-U 1384 -291
BC:From 10 plf at 11.58 to 10 ptf at 15.58 7-2.15. AC-AB 643 -135 U-T 1384 -291
BC:From 20 plf at 15.58 to 20 plf at 34.67W-V 522 -99 T-R 1384 -291
BC:From 4 plf at 34.67 to 4 plf at 36.00 � .01S ��
BC: 221 Ib Conc.Load at 13.13,15.19 M Maximum Web Forces Per Py(Ibs)
Plating Notes O ••• ;GCA,.••:!/a/^ Webs Tens.Comp_ Webs Tens. Comp.
All plates are 2X4 except as noted. 41 a.••V E-AB 104 -488 L-V 438 0
(")1 plate(s)require special positioning.Refer to % G-Y 126 -547 V-P 227 -982
scaled plate plot details for special positioningNo Q,O >r H-Y 201 -800 P-0 238 -1233
requirements. a 1�/ s7`�v H-W 743 -150 Q-T 385 0
• = W-K 88 -397
Purlins * •
In lieu of structural panels or rigid ceiling use purlins ' ATE OF e
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft) ee v
TC 0 3.28 5.33 Q OR,O��
BC 75 0.15 34.52 � ~�arw��
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above. y0 278 7O`w^e
�
11/15/2018
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,b TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a proppeerly
attached rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp ins lied per BCSI sections B3,B7 or B10
as applicable. Apply places to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine,a division of ITVV BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,,,�,C
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa a 6750 Forum Drive
listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suiFability
and use of this drawing,
for any structure is the responsibility of the Building Designer per ANSIrrPI 1 S-ec.2. Suite 305
For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI:www. inst ;SBCA:www.sbdndusl .tom;ICC:www.kx-We.org Orlando FL,32821
SEQN:731612 T34 COMN Ply: 1 Job Number: 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 3 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0843.12580
Truss Label: B01 GA / DF 11/15/2018
9'8'8 19'1'
f 9'6'8 + WWII
SS0508
B
12
5 p
N
l'1
f
f
t III ML A C
D
E
2X4(A7) =5X5 =2X4(A7)
19'1"
916'8 916'8
r 918'8 + 1911'
Loading Criteria(W Wind Criteria Snow Criteria(Pg Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.042 E 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Endosure:Closed Lu:NA Cs:NA VERT(CL):0.077 E 999 180 A 714 !- /- /369 /152 /105
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):0.021 E - - C 800 !- /- /431 /181 /-
EXP:C Kzt:NA HORZ L:0.039 E - - Wind reactions based on MWFRS
Des 37.00 Mean Height:15.00 )
NCBCLL:10.00 R Code/Misc Criteria Creep .0 A Brg Width=3.5 Min Req= 1.5
TCDL:4.2 psf Factor:2C B Width=3.5 Min R 1.5
BCDL:5.0sf
Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.924 Req=
P Bearings A&C are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.972 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.096
Loc.from endwall:not in 4.50 R FT/RT:20(0)!10(0) Maximum Top Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.25 WAVE,18SS VIEW Ver.17.02.02.1208.15 A-B 354-1157 B-C 341 -1158
Lumber
Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Py(Ibs)
Chords Tens.Comp. Chords Tens. Com
Bot chord 2x4 SP#2 p• p•
Webs 2x4 SP#2 A-E 994 -205 E-C 994 -205
Purlins
In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Py(Ibs)
to laterally brace chords as follows:
Webs Tens.Comp.
Chord Spacing(in oc) Start(ft) End(ft) B-E 426 0
BC 75 0.15 18.94
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design. GK`S [lLcr��M
Additional Notes Q •••• ;Gi7ENf V• ••�!'��1
•
Refer to General Notes for additional information
•
•
•
No. 848
ATE OF
0.��•��OR10P��
#0 278 ` 101IAL.
11/15/2018
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin ship Ing,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,b TPI and SBCA)fog safe y practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, A
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to A LPI N E
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildingq Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the nwcowwry
truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trusseSA seal on this drawing or cover pape,, 6750 Forum Drive
listing this drawing indicates acceptance of professronar engineering responsibility solely for the des�iggn shown. The suifabrlRy
and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 305
For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:wwwApinst.or SBCA: vnH.v.sbdndust .corn;ICC:ww Jocsafe.org Orlando FL,32821
SEQN:731622 T11 COMN Ply: 1 Job Number: 18-2539 Cust:R215 JRef:1WG22150004
FROM:EG Qly: 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0643.17820
Truss Label: B02 GA / DF 11/15/2018
9'6"8
9'6"8
SS0508
C
12
5 p
N
f7
O
V
B D
Il �1 A E
F M t
2X4(A7) -5X5 =2X4(A1)
IV*
f-1 4"-}- 916"8 } 19
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) De11/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.037 F 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):0.068 F 999 180 B 797 /- /- /431 /180 /116
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 F - - D 797 /- A /431 /180 /-
Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL):0.034 F Wind reactions based on MWFRS
Mean Height:15.00 ft
NCBCLL:10.00 Code!Misc Criteria Creep Factor:2.0 B Brg Width=3.5 Min Req= 1.5
TCDL:4.2 psf D Brg Width=3.5 Min R 1.5
BCDL:5.0 psf
Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.972 Req=
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.963 Bearings B&D are a rigid surface.
Re Fac:Yes Max Web CSI: 0.096 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft P Maximum Top Chord Forces Per Ply(Ibs)
Loc.from pi:0.18wall:Any FT/RT:ype(s 10(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.25 WAVE,18SS VIEW Ver.17.02.02.1208.15 B-C 612-1146 C-D 612 -1146
Lumber
Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#2 B-F 982 -386 F-D 982 -386
Purlins
In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs)
to laterally brace chords as follows: Webs Tens.Comp.
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.15 18.94 C-F 425 0
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C ON"
memberdesign. �` F F
Additional Notes Q •••• `GvJc��•Mi�c
Lr �6V
Refer to General Notes for additional information n
•
•
•
No. 848
ATE OF i
��A�•��0RVO
P''*
••060.9•
#0278 ` f�AIAL�
11/15/2018
—WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
'"IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shi ping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary
bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attacheC Mid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCS]sections B3,B7 or B10,
as applicable. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Peter to ALPINE
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss In conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trusseSA seal on this drawing or cover Pa e, 6750 Forum Drive
listing this drawing indicates acceptance of professronar engineering responsibility solely for the design shown. The suiFability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 5ec.2. Suite 305
For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw_com;TPI:www. inst. ;SBCA:www.sbdndust .00m;ICC:www.iocsafe.org Orlando FL,32821
SEQN:523484 T28 GAEL Ply: 1 Job Number. 18-2539 Cust:R215 JRef: 1 WG22150004
FROM:EG Qty 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0843.22980
Truss Label: B03 GA / DF 11/15/2018
T.)�3.. 310'10 _1_ 98'8 1578 18'53 19',1'
FTf3 3 57-14 ST14 + 3'2.14 +7'13
E--
3'"
(TYR) —4C4
T12
5 p
03X4 -:i _
a 3X4
J
2� M
SC, SC2
1 B
A
2X4(5 =3X4 12 —3 C5) 1
1'4-+ ttrl• -- 1'4"-�
1tr1"
(NNL) (NNL)
5'4" 5'4•
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactlons(lbs),or'=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.002 D 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.003 D 999 180 V' 83 /_ /_ /37 /18 /6
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D - - Wind reactions based on MWFRS
Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL):0.001 D V Brg Width=229 Min Req=-
Mean Height:15.00 ft Code I Misc Criteria CreepFactor:2.0 Bearing B is a rigid surface.
NCBCLL:10.00 TCDL:4.2 psf
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.300 Members not listed have forces less than 375#
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.060
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.075
Loc.from endwall:Any FT/RT:20(0)/10(0)
GCpi:0.18 Plate Type(s):
Wind Duration:1.25 WAVE VIEW Ver.17.02.00.1013.16
Lumber Additional Notes
Top chord 2x4 SP#2 Refer to General Notes for additional information
Bot chord 2x4 SP#2 See DWGS A14015ENC101014&GBLLETIN0118 for
Webs 2x4 SP#3 gable wind bracing and other requirements.
:Stack Chord SC1 2x4 SP#2:
:Stack Chord SC2 2x4 SP#2: Stacked top chord must NOT be notched or cut in
area(NNL).Dropped top chord braced at 24"oc
Plating Notes intervals.Attach stacked top chord(SC)to dropped
All plates are 2X4 except as noted. top chord in notchable area using 3x4 tie-plates 24"
oc.Center plate on stacked/dropped chord
Purlins interface,plate length perpendicular to chord length.
Splice top chord in notchable area using 3x6.
In lieu of structural panels or rigid ceiling use purlins The overall height of this truss excluding overhang is
to laterally brace chords as follows: 3-11-15
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.28 20.36 i1M1N/p
BC 75 0.29 18.79 G�►S Ft
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above. ..••••R•�•eo AI
Wind ••�� `G�r•s�•••.G1
•
Wind loads based on MWFRS with additional C&C
member design. ' 8 No. p
. vfv ■ y
• � 7a
ATE OF
OR10P '�
ao 278
f01VAt
11/15/2018
"'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling shipping,in Aalling.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SECA) r safety practices pnor to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3,B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to A LPI N E
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildingq Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the nnnwcouwen
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e,. 6750 Forum Drive
listing this drawing indicates acceptance of pro7essionarr engineering responsibility solely for the des?gn shown. The suitability
and use of this a►awing for any structure is the responsibility of the building Designer per ANSI/TPI 1 S-ec.2. Suite 305
For more information see this job's geneml notes page and these web sites:ALPINE. www.al ineitw.=n;TPI: www.t inst.org SBCAwww.sbandust .mm;ICC:www.kxzafe.org Orlando FL,32821
SEAN:731643 T19 JACK Ply: 1 Job Number: 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 2 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0843.32310
Truss Label: J01 GA / DF 11/15/2018
12
5 C
B LO
41 bo LO
M
A �-
D
2X4(A1 )
1'4"
11"11
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦MaxNnan Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 200 /_ A /144 !73 /30
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D D 7 /-11 /- /15 /12 /-
EXP:C Kzt:NA
Des Ld: 37.00 - HORZ(TL): 2.
0.000 D - - C - /-37 /- /30 /35
NCBCLL:10.00 Code I Misc Criteria Creep Factor. /-
Mean Height:15.00 ft Wind reactions based on MWFRS
0
TCDL:4.2 psf B B Width=3.5 Min R 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.278 TPI Std: 2014 Max BC CSI: 0.034 D Brg Width=1.5 Min Req eq=-
=
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.25 WAVE VIEW Ver.17.02.02.1208.15
Lumber
Top chord 2x4 SP#2
Bot chord 2x4 SP#2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 10 0.15 0.97
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes �' F
Refer to General Notes for additional information •:•eI'�•c�;•+�:�lj��
Provide(2)16d common(0.162"x3.5")toe-nails at top chord. Q • vGlrsw ••�///�
Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. Q �v
No. •
•
• ATE OF
.4 RQ
#0 278 At.
11/15/2018
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810,
as applicable. AppTy plates to each face of truss and position as shown above and on the Join-Details, unless noted otherwise. Refer to'
160A-Z for standard plate positions. ALPINE
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the w,wry
truss In conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover Pa e,, 6750 Forum Drive
listing this drawing,indicates acceptance of pro7essronar engineering responsibility solely for the desi n shown. The suifabrlRy
and use of this cawing for any structure is the responsibility of the building Desig er per ANSI/TPI 1 59ec.2. Suite 305
For more information see this job's general notes page and these web sites: ALPINE. wwwal ineitw.o rn;TPI: www.t inst_or,SBCA: wwwsbandust wm;ICC www,c fe org Orlando FL,32821
SEQN:731636 T15 JACK Ply: 1 Job Number: 18-2539 Cust:R215 JRef 1WG22150004
FROM:EG Oily: 4 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0843.38580
Truss Label: J02 GA / DF 11/15/2018
12
5 C
41
AL A M
D
4(A1)
-- 1'4" 11"11
11"11
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr in PSF) D98/CSI Criteria •Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL
BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 191 /_ /_ /151 !78 /29
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - D 8 /-10 /- /15 /12 /-
EXP:C Kzt:NA
Des Ld: 37.00 HORZ(TL):0.000 D - - C - /-36 /- !32 /37 /-
NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.2 psf B B Width=3.0 Min R 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.278 _
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.035 D Brg Width=1.5 Min Req=-
Re Fac:Yes Max Web CSI: 0.000 C Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft p Bearing B is a rigid surface.
Loc.from pi:wall:0.18 Any FT/RT:Type(s):
10(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.25 WAVE VIEW Ver.17.02.02.1208.15
Lumber
Top chord 2x4 SP#2
Bot chord 2x4 SP#2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 10 0.17 0.97
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
MMYM
Left cantilever is exposed to wind 000
Additional Notes 06.660.0,0
Refer to General Notes for additional information 0 •••• ,GEN&0••e
Provide(2)16d common(0.162"x3.5")toe-nails at top chord. • •s
Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord.
No. 8
• w
ATE OF
O 10*1 0
-*1111N VA
�
ao Z7s
�OIYAt.
1)/15/2018
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING[
"'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeeAy
attached rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ
truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e,, 6750 Forum Drive
listing this drawingg indicates acceptance of pro essrona engineer responsibility solely for the des�ig9n shown. The su bility
and use of this a�awing for any structure is the responsibility of the�uilding Designer per ANSUTPI 1 Sec.2. Suite 305
For more information see this job's general notes page and these web sites:ALPINE: www.al ineitw.com;TPI:www. Inst ;SBCA:www.sbondust .wm;ICC:www.imsefe.org Orlando FL,32821
SEQN:731642 T18 JACK Ply: 1 Job Number. 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 2 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0843.41790
Truss Label: J03 GA / OF 11/15!2018
12 C
5 � T I
Ln
B io LO
A p
_ M 2X4(A1)
�-- 1'4" m I�
2'11"11
2'11"11
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 220 /- /- /144 /49 /59
BCDL: 10.00 Risk Category:It Snow Duration:NA HORZ(LL): 0.001 D - D 49 /- /- /26 /-
Des C Kzt:NA
Des CLLd: 37.00 Mean Height:15.00 ft Creep Factor:
r:2.0 D Wind reactions based on MWFRS /33 /-
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0
TCDL:4.2 psf B B Width=3.5 Min R = 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.317 eq—
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2
TPI Std: 2014 Max BC CSI: 0.069 D Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 C g Width Min Req=-
Loc.from endwall:Any FT/RT:20(0)/10(0) Bearing B is a rigid d surface.
Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.25 WAVE VIEW Ver.17.02.02.1208.15
Lumber
Top chord 2x4 SP#2
Bot chord 2x4 SP#2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 34 0.15 2.97
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information ��r•.....ee: !/jam
Provide(2)16d common(0.162"x3.5")toe-nails at top chord. O ••• ``'ENS �•••"I/11
Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. ••
Z
•
e No. 8
•
ATE OF
#0 278 oNA1.
11/15/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, ALPINE
as applicable. Apply plates to each face oftrussand position as shown above and on the JoinCDetails, unless noted otherwise. kefer to A LPI N E
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1,or for handling,shippinV,installation and bracing of trussesA seal on this drawing or cover pa e,_ 6750 Forum Drive
listing this drawin� indicates acceptance of pro7esstona engineering responsibility solely for the desi n shown. The suiTabtlrty
and use of this yawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sgec.2. Suite 305
For more information see this job's general notes page and these web sites: ALPINE: www.al ined-corn;TPI:www. ins! ;SBCA:www.sbcindust .corn;ICC:www.iocsoft.org Orlando FL,32821
SEQN:731637 T14 JACK Ply: 1 Job Number: 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 4 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0843.45420
Truss Label: J04 GA / DF 11/152018
12 C
5 T I
B 20 to
A � N
D
2X4(A1I
1,4., 2'11"11
2'11"11
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(I-Q:NA Loc R+ /R- /Rh /Rw /U /RL
BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA 8 221 /_ /_ /145 /49 /59
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - D 48 /- /- /26 /-
XP:C Kzt:NA /-
E
Des Ld: 37.00 HORZ(TL):0.001 D - - C 56 /- /- 26 /33 /-
NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.2 psf B B Width=3.0 Min R
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.317 eq= 1.5
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.068 D Brg Width=1.5 Min Req=-
C Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 gearing B is a rigid surface.from endwall:Any FT/RT:20(0)/10(0)
GCpi:0.18 Plate Type(s): Members not listed have forces less than 375#
Wind Duration:1.25 WAVE VIEW Ver.17.02.02.1208.15
Lumber
Top chord 2x4 SP#2
Bot chord 2x4 SP#2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 34 0.17 2.97
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left cantilever is exposed to wind
Additional Notes v s.'se••f•e's
Refer to General Notes for additional information O a•• ``jE-V �j•
Provide(2)16d common(0.162"x3.5")toe-nails at top chord. •�
Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. •e
No. •
ATE OF •f
#o 278
f01VAt
11/15/2018
•'WARNWG" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10.
as applicable. Appfy plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE LPI N E
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the u wry
truss In conformance with ANSI PI 1,or for handlinf�,shippingp,installation and bracing of trussesA seal on this drawing or cover Pa�ge,, 6750 Forum Drive
listing this drawing,indicates acceptance of ro essionar engineering responstbrlrty solely for the design shown. The suiFabilrty
and use of this f7rawing for any structure is the responsibility of the Building Designer per AN UTP 1 5ec.2. Suite 305
For more information see this job's geneml notes page and these web sites.ALPINE: www-al ineitw.com;TPIwww. inst. ;SBCA:www.sbandusf .can;ICC:www-iccsafe org Orlando FL,32821
SEAN:731641 T17 JACK Pty: t Job Number: 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 2 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0843.53223
Truss Label: J05 GA / DF 11/1512018
C
12
5
LO
N
r
j B N
J—
A
D
2X4(A1)
�-- 1,4„ 1 4'11"11
4'11"11
Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def 1CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Gravity Non-G-vity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 285 /- /- /180 /55 /89
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 D D 87 /- /- /47 /-
XP:C Kzt:NA /-
E
Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL):0.008 D - - C 114 /- /- /57 /62 /-
NCBCLL:10.00 Code I Misc Criteria Creep Factor.2.0 Wind reactions based on MWFRS
TCDL:4.2 psf B B Width=3.5 Min R 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.308 _
TPI Std: 2014 Max BC CSI: 0.235 D Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 gearing B is a rigid surface.
Loc.from pi:0.1l:not in 4.50 R FT/RT:ype(s 10(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.25 WAVE VIEW Ver.17.02.02.1208.15
Lumber
Top chord 2x4 SP#2
Bot chord 2x4 SP#2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 58 0.15 4.97
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes �)))����`►►►�
Refer to General Notes for additional information �es•,••'••s••
Provide(2)16d common(0.162"x3.5")toe-nails at top chord. O • GENtS ••••�C
Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. •i
NO.
�� of40
#0278 MAI.
11/15/2 18
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,har in shi ping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safPety practices poor to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 83,B7 or 610, ALPINE as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to A L 1P N E
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the x
truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e,, 6750 Forum Drive
listing this drawing,indicates acceptance of ro essrona 'nearing responsibility solely for the des�iggn shown. The suitability
and use of this a�awing for any structure is tPtie responsibility of the building Desigder per ANSUTPI 1 S"•c.2. Suite 305
For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:wwwtpinsi ;SBCA:wwwsbandustry wm,ICC. wwwimc fe.org Orlando FL,32821
SEQN:731638 T13 JACK Py: 1 Job Number. 18-2539 Cust:R215 JRef:1 WG22150004
FROM:EG Oft: 2 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0843.59450
Truss Label: J06 GA / DF 11/15/2018
C
12
5
u�
fV _
T B CV
A
D
4(A1)
1'4" -}- 4'11"11
4'11"11
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pt NA Ce:NA VERT(LL):NA Loc R+ /R- ___1Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 287 !_ /_ /181 /56 /89
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D D 87 !- /- /46 /- P
Des Ld: 37.00 EXP.C Kzt NA HORZ(TL):0.008 D C 113 A /- /56 /62 /-
NCBCLL:10.00 Mean Height 15.00 it Code/Misc Criteria C
TCDL:4.2 psf reef Factor. Wind nd reactions based on MWFRS
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.307 B Brg Width=3.0 Min Req= 1.5
Load Duration:1.25 TPI Std:2014 Max BC CSI: 0.234 D Brg Width=1.5 Min Req=-
MWFRS Parallel Dist:0 to h/2
Spacing:24.0" C&C Dist a:3.00 it Rep Fac:Yes Max Web CSI: 0.000 C Brg Width=1.5 Min Req=-
Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Bearing B is a rigid surface.
GCpi:0.18 Plate Type(s): Members not listed have forces less than 375#
Wind Duration:1.25 WAVE VIEW Ver.17.02.02.1208.15
Lumber
Top chord 2x4 SP 92
Bot chord 2x4 SP#2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Startift) End(ft)
BC 56 0.17 4.97
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left cantilever is exposed to wind
Additional Notes V e�•..••.•eq
Refer to General Notes for additional information O fe•'`'E�see•.e:
Provide(2)16d common(0.162"x3.5")toe-nails at top chord. •
Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. .e
No. 8
ATE OF ei
#0278 �IHAL
11/15/2018
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCS).Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proped
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or 8110 ALPINE
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to /`1 LPI NE
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildingp Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M H
truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e,, 6750 Forum Drive
listing this drawing,indicates acceptance of p ) ssional engineering responslbil solely for the desi n shown. The suitability
and use of this drawing for any structure is p e responsibility of the Building Designer per ANSItTPI 1 S..2. Suite 305
For more information see this-ob's geneml notes page and these web sites:ALPINE:wwwal inedw-com;TPI:www. inst ;SBCA: www.sbandust ,wm,ICC:www.xrzafe.prg Orlando FL,32821
SEQN:731644 T27 EJAC Ply: 1 Job Number: 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 4 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0844.05530
Truss Label: J07 GA / DF 11/15/2018
47"12 1
4'T'12 " 2
1112Xa
12
5 �
o ro
B � (V
A 4
F
2'WA1) 1112X4
1 .41"
4'7"12
F—1'4" -}- 47"12
1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 260 /- A /177 /54 /87
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):0.003 F E 166 /- /- /102 /50 /-
Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL):0.006 F Wind reactions based on MWFRS
Mean Height:15.00 ft
NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=3.0 Min Req= 1.5
TCDL:4.2 psf E B Width=3.5 Min R 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.258 �'
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.200 Bearings B&F are a rigid surface.
Spacing:24.0 C&C Dist a:3.00 ft P
Re Fac:Yes Max Web CSI: 0.073 Members not listed have forces less than 375#
"
Loc.from endwall:not in 4.50 it FT/RT20(0)/10(0)
GCpi:0.18 Plate Type(s):
Wind Duration:1.25 WAVE VIEW Ver.17.02.02.1208.15
Lumber
Top chord 2x4 SP#2
Bot chord 2x4 SP#2
Webs 2x4 SP#2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 57 0.17 4.87
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C IM4M
member design. NdwS !'r
Right end vertical not exposed to wind pressure. M
Left cantilever is exposed to wind .••'•••••^�.:'fA.
EN
o
Additional Notes .••• �cS�•... c
• �,/
•
Refer to General Notes for additional information
No. 648
ATE OF
#0278 j�111A1.
11/15/2018
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,b TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached ngid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3,B7 or B10, A�
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to ALPINE
NEdrawings 16OA-Z for standard plate positions.
Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of WssesA seal on this drawing or cover page , 6750 Forum Drive
listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitaabilrty
and use of this drawing for any structure is the responsibility of the uilding Designer per ANSVTPI 1 Sbc.2. Suite 305
For more information see this job's general notes page and these web sites:ALPINE: www_al ineitw.com;TPI:www. inst ;SBCA:www.sbdndu .con;ICC:wwwJccsefeorq Orlando FL,32821
SEQN:731640 T20 EJAC Ply: 1 Job Number. 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qly 4 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0844.12623
Truss Label: J08 GA / OF 11/15/2018
C
12
5
ih b)
i+>
B
A
D
2X4(A1)
1-4- f 7' 'll
T
Loading CrttwW(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeWCSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 357 P /- /221 /64 /119
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):0.015 D - D 126 /- !- /69 /- /-
XP:C Kzt:NA
E
Des Ld: 37.00 HORZ(TL):0.027 D - - C 167 /- /- !85 /91 /-
Mean Height:15.00 ft Wind reactions based on MWFRS
NCBCLL:10.00 Code/Misc Criteria Creep Factor 2.0
TCDL:4.2 psf B B Width=3.5 Min R
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.638 e9= 1.5
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.488 D Brg Width=1.5 Min Req=-
Re Fac:Yes Max Web CSI: 0.000 C ing Width i id Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft p Bearing B is a rigid surface.
Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0)
Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.25 WAVE VIEW Ver.17.02.02.1208.15
Lumber
Top chord 2x4 SP#2
Bot chord 2x4 SP#2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.15 7.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes �. A S Ft
C�
Refer to General Notes for additional information
Provide(2)16d common(0.162"x3.5")toe-nails at top chord. E
• C G� '• /'!
Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. �.•+ `� 1Vg��••�v
•
•
•
No. 648
ATE OF r
#0 278 AL
11/152018
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Infonnation,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3,B7 or B10
as applicable. Apply Agates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the u m<
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e,, 6750 Forum Drive
listing this drawinf� indicates acceptance of proessiona engineering responsibility solely for the des�iggn shown. The sui9 btlrty
and use of this drawing for any structure is the responsibility of the building Designer per ANSIffPI 1 Sec.2. Suite 305
For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI:www_ -nst. ;SBCA: www.sbcindusl .corn;ICC:www.iccsafe org Orlando FL,32821
SEQN:731639 T22 EJAC Py: 1 Job Number. 18-2539 Gust:R215 JReF. 1WG22150004
FROM:EG Oy: 3 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.084421060
Truss Label: J09 GA ! DF 11/15/2018
C
12
5
io
B
3' q
D
224(A1)
I �
7'
1'4r��_ _I
7'
Loading Criteria(pot) Wind Criteria Snow Criteria(Pg,Pf in PSF) De11/CSI Cribrla ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu NA Cs:NA VERT(CL):NA B 359 /- /- /222 /64 /119
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):0.015 D - - D 125 /- /- /69 /- /-
EXP:C Kzt:NA HORZ :0.027 D - - C 167 /- /85 /91 P
Des 37.00 Mean Height 15.00 �)
NCBCLL:10.00 ft Code/Misc Criteria Creep Factor.2.0 Wind reactions based on MWFRS
TCDL:4.2 psF B Brg Width=3.0 Min Req= 1_5
Soffit: 2.00 BCDL:5.0 psi Bldg Code: FBC 2017 RES Max TC CSI: 0.634
TPI Std:2014 Max BC CSI: 0.485 D Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h C Brg Width=1 5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 It Rep Fac:Yes Max Web CSI:0.000
Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) BearingMembers not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.25 WAVE VIEW Ver.17.02.02.1208.15
Lumber
Top chord 2x4 SP#2
Bot chord 2x4 SP#2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.17 7.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
MMY11
Left cantilever is exposed to wind S r
Additional Notes .•'.ure•q
Refer to General Notes for additional information O •••• �vEN 9%..
Provide(2)16d common(0.162"x3.5")toe-nails at top chord. •
Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord.
No. &48
ATE 4F c�
OR
#0278 Aft.
)1/)5/20)8
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safely practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to A LPI N E
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1,or for handling,shipping,Installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive
listing this drawingg indicates acceptance of pro7esslonaf engineering responsibility solely for the design shown. The suitability
and use of this ai-awing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. Suite 305
For more information see this job's general notes page and these web sites.ALPINE:www.al ineew.com;TPI:www. Inst. ;SBCA: wwwsbandust oom;ICC: www.iccmife org Orlando FL,32821
SEQN:731647 T21 EJAC Py: 1 Job Number. 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0844.35683
Truss Label: J10 GA / DF 1 1/1 51201 8
6'9"4 7'
r 6'9"4 " 2
CD
12
5 p
N
o,
= � r
�
B 1 A
F
2X4(A1)
1'4" 6'9"4
674 2
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or.=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA E* 201 /- /- /114 776 /17
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 F - - C - /-803 /- /391 /424 A
HORZ
Des Ld: 37.00 EXP:C Kzt:NA (TL):0.021 F - - D /-802
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.2 psf E B Width=84.0 Min R
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.500 � eq_-
TPI Std: 2014 Max BC CSI: 0.424 C Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h Bearing B is a rigid surface.
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.271
FT/RT:20 0 Members not listed have forces less than 375#
Loc.from endwall:not in 9.00 ft ( )/10(0) Maximum Web Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Webs Tens Comp.
Wind Duration:1.25 WAVE VIEW Ver 17.02.02.1208.15 -- - --
Lumber C-F 842 -981
Top chord 2x4 SP#2
Bot chord 2x4 SP#2
Webs 2x4 SP#2
Plating Notes
All plates are 2X6 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.15 7.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind �;LF
Wind loads based on MWFRS with additional C&C ••••••.•eq !�
member design. Q •e a;cEkS,9, c
Additional Notes •
Refer to General Notes for additional information
Negative reaction(s)of-803#MAX.from a non-wind • No. 8
load case requires uplift connection.See Maximum •
Reactions.
Provide hanger or special connection at top chord. ATE OF •j
R�OPe'� (`
woos
ao 278
-"f�IVA1.
)1/)5/20)8
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING[
"IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin ship Ing,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r safpepty practices poor to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3,B7 or 810, A�
as applicable. Apply plates to each face of truss and position as shown above and on the Jolnf-Details, unless noted otherwise. (tefer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e,, 6750 Forum Drive
listing this drawing indicates acceptance of proTessionar engineering responsibility solely for the design shown. The s.Ability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sbc.2. Suite 305
For more information see this job's general notes page and these web sites. ALPINE. wwwal ineim corn;TPI:www. Inst. ;SBCA: wwwsbandust wm;ICC:www.imsafe,org Orlando FL,32821
SEON:731663 T23 EJAC Ply. 1 Job Number. 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Oly: 4 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0841.50610
Truss Label: J11 GA / DF 11/15/2018
E
12
5 w
2r
1113 u
T B G F ih
A Fi A 12
2X4(A1) %4X4 12
2X4
2'3"8 4'8"8
1.4.. _ 2'3■8 r
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def 1CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L1# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.108 G 758 240 loo R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):0.200 G 411 180 B 363 /- /- /225 /62 /119
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):0.041 H - - F 121 /- P !74 1- l-
- EXP:C Kzt:NA
Des Ld: 37.00 Mean Height 15.00 It HORZ(TL):0.076 H E 154 /- P /82 /75 /-
NCBCLL:10.00 TCDL:4.2 psf Code I Mist Criteria Creep Factor.2.0 Wind reactions based on MWFRS
B B Width=3.5 Min R
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.574 r9 eq= 1.5
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.454 F Brg Width=1.5 Min Req=-
E Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 it Rep Fac:Yes Max Web CSI: 0.052
Loc.from endwall:not in 9.00 R FT/RT:20(0)/10(0) Bearing B is l rigid surface.
Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Maximum Top Chord Forces Per Ply(lbs)
Wind Duration:1.25 WAVE VIEW Ver.17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp.
Lumber B-C 117 -441 C-D 157 -467
Top chord 2x4 SP#2
Bot chord 2x4 SP#2
Webs 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
Purlins B-H 388 -239 H-G 481 -281
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 26 0.15 2.29
SC 15 2.29 3.09
BC 52 3.09 7.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C .0►S Ft
member design. �7 ",.■.■.
Additional Notes Q••••• �GEiNs�•••••�,j
Refer to General Notes for additional information �•
•
Provide(2)16d common(0.162"x3.5")toe-nails at top chord. NQS 648 10
•
Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord.
•
ATE OF
a0 278 j�IVA1.
11/)5/20)8
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e,, 6750 Forum Drive
listing this drawinsr indicates acceptance of pro7essronal engineering responsibility soley for the desi n shown. The suAbdrty
and use of this ia9rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305
For more infomation see this job's general notes page and these web sites ALPINES vnwa.al ineitw.com;TPC www.t Inst.org SBCA: www.sbandustry cpm,ICC. www.=ce fe org Orlando FL,32821
SEQN:731608 T10 MONO Py: 1 Job Number: 18-2539
Cust R215 JReE 1WG22150004
FROM:EG
Qly. 2 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0842.02190
Tnrss LabN: J72 GA / DF 11/15/2018
1112X3
12
5 p
_ N
f.V �
M
cT' B
A
D
4(A1) 1112X5
I" 67'
1,4" 6'4"
6r4" '1
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in loc L/deft LM Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- Rh /Rw /U _/RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 335 /208 /61 /109
BCDL: 10.00 Risk Category:It Snow Duration:NA HO -
EXP:C Kzt:NA RZ(LL): 0.009 D - D 221 /- /- /137 /66 /-
Des Ld: 37.00 Mean Height 1A ft HORZ(TL):0.017 D - - Wind reactions based on MWFRS
NCBCLL:10.00 Code/Misc Criteria Creep Factor.2.0 B Brg Width=3.0 Min Req= 1.5
D B Width=- Min Re
Soffit: 2.00 TCDL:4.2 psf Bldg Code FBC 2017 RES Max TC CSI: 0.448 q=
BCDL:5.0 psf
TPI Std: 2014 Max SC CSI: 0.359 Bearing B is a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:hl2 to h Members not listed have forces less than 375#
Spacing:24.0" C&C Dista:3.00 ft Rep Fac:Yes Max Web CSI:0.124
Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0)
GCpi:0.18 Plate Type(s)-
Wind Duration:1.25 WAVE VIEW Ver.17.02.02.1208.15
Lumber
Top chord 2x4 SP#2
Bot chord 2x4 SP#2
Webs 2x4 SP#2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 74 0.17 6.33
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C WNW
member design. J
�� Fit
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind Q •••• `^EN
•.••.��
Additional Notes • / n +
Refer to General Notes for additional information ` •�
No. 648
ATE OF
l�
#0 278 At.
11/15/2018
—WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,byy TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly
attached n d ceding Locations shown for permanent lateral restraint of webs shall have bracingp Installed per BCSI sections B3,B7 or B10,
as applicable. A_ plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE
NEdrawings 160A-Z for standard plate positions.
Alpine,a division of ITW BuildingqComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the u,r,�C
truss In conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover paqe__ 6750 Forum Drive
listing this?revving,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui£ablllty
and use of this d►awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305
For more information see this)ob's general notes page and these web sites: ALPINE: www.al ineitw.=n;TPI:www. Inst. ;SBCA: www.sbdndu .00m;ICC:www.iccsafe.org Orlando FL,32821
SEAN:731657 T24 HIP_ Ply: 1 Job Number: 18-2539 Gust:R215 JRef: IWG22150004
FROM:EG Oty: 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0842.09343
Truss Label: J13 GA / DF 11/152018
4'11"6 910"13
4'11"6 + V11"8
D
12
3.54 ;3X4
C
N �
fh �
M
B
13 3 A
G FE
=2X4(A1) 1112X3 =3X3
�--1'10"10 4'9"10 4'6"1 7"1
4'9"10 9712 9'1013
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦MaxNnwn Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.032 G 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):0.059 G 999 180 B 398 /- A /- /102 A
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 F - - E 329 /- /- /- /9 /-
EXP:C Kzt:NA
Des Ld: 37.00 HORZ(TL):0.013 F - - D 242 /- /- /- /113 /-
Mean Height 15.00 ft Wind reactions based on MWFRS
NCBCLL:0.00 Code I Misc Criteria Creep Factor.2.0
TCDL:4.2 psf B Brg Width=4.9 Min R 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.662 _
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.583 E Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 It Rep Fac:No Max Web CSI: 0.384 D Brg Width=1.5 Min Req=-
Loc.from endwall:NA FT/RT:20(0)/10(0) Bearing B is a rigid surface.
Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs)
Wind Duration:125 WAVE VIEW Ver.17.02.02.1208.15 Chords Tens.Comp.
Lumber
B-C 176 -859
Top chord 2x4 SP#2
Bot chord 2x4 SP#2
Webs 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
Purlins B-G 814 -168 G-F 805 -172
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: Maximum Web Fortes Per
Chord Spacing(in oc) Start(ft) End(ft) Ply Me)
BC 75 0.15 9.90 Webs Tens.Comp.
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above. C-F 180 -843
Loading
Hipjack supports 7-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS. "ee0MC•`•sea
N !AI
G
Additional Notes Qaea , ��
Refer to General Notes for additional information
Provide(2)16d common(0.162"x3.5")toe-nails at top chord. No 8 1.
Provide(3)16d common(0.162"x3.5")toe-nails at bottom chord. e
ATE OF
#0278 f�1VAt.�
11/15/2018
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,b TPI and SBCA)fo'r safety practices pnor to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeerly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 63,87 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the JoingDetails, unless noted otherwise. kefer to ALPINE
drawings 160A-Z for sp ndard plate positions.
Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss In conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive
listingthis drawing indicates acceptance of p ) ssional en Ine n res nsibil'r�sole for the design shown. The suitability
and se of this drawing for any structure is the responsibilitygof the�uilding Desigrier per ANSI1TPI 1 Sbc.2. Suite 305
For more information see this job's general notes page and these web sites:ALPINE:www.al inetlw.com;TPI:www. ;SBCA:www.sbandust .wrn;ICc:www.iocsafe.org Orlando FL,32821
SEAN:731652 T16 HIP_ Ply: 1 Job Number: 18-2539 Gust:R215 JRef:IWG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0842.14647
Truss Label: J14 GA / DF 11/15/2018
L 4'11"6 910'13
r 4'11"6 + 4'11"6
D
12 I
3.54 p ;C4
N �
Pf W
l+l
3y3B 1
A
r�lG FE
-2�X34(A1) 1112X3 =3X3
5I
�--1'10"10 -}- _ 4'9"10 4'6"1 7"1
4'9"10 9'3"12 9'10'13
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CS1 Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.024 G 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):0.043 G 999 180 B 393 /- /- /- f102 A
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):0.005 F - - E 309 /- /- P /6 /-
EXP:C Kzt:NA
Des Ld: 37.00 HORZ(TL):0.009 F - - D 237 /- /- /- /110 /-
Mean Height:15.00 ft Wind reactions based on MWFRS
NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0
TCDL:4.2 psf B B Width=5.7 Min R 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.299 _
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2
TPI Std: 2014 Max BC CSI: 0.220 E Brg Width=1.5 Min Req=-
Re Fac:No Max Web CSI: 0.353 D Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft P Bearing B is a rigid surface.
Loc.from pi:0.18wall:NA FT/RT:ype(s 10(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs)
Wind Duration:1.25 WAVE VIEW Ver.17.02.02.1208.15 Chords Tens.Comp.
Lumber
B-C 160 -792
Top chord 2x4 SP 2400f-2.0E
Bot chord 2x4 SP M-31
Webs 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
Purlins B-G 749 -151 G-F 740 -157
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Pty(Ibs)
BC 75 0.24 9.90 Webs Tens.Comp.
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above. C-F 164 -776
Loading
The following trusses need concentrated loads at the
end of their overhangs:requires
span/setback 25lbsand t member
on the 0-2-0 cant side requires 25 lbs and the 3-0-0
span/setback member on the 0-2-0 cant side requires
25 lbs. O •••;^G
C�.s••••./ V"
Sub-fascia beam assumptions:44-0 sub-fascia beam
on the 0-2-0 cantilever side.4 4 0 sub-fascia beam on
the 0-2-0 cantilever side. p
Hipjack supports 7-M setback jacks with 0-2-0 No. 8 i
cantilever one face,0-2-0 cantilever opposite face. = y
• 1�
Wind
Wind loads and reactions based on MWFRS. ATE OF •i�
Left cantilever is exposed to wind A Q
0 It
Additional Notes ^a•611 ,0 �
Refer to General Notes for additional information
Provide(2)16d common(0.162"x3.5")toe-nails at top chord. #0 278
Provide(3)16d common(0.162"x3.5")toe-nails at bottom chord. 11/15/2018
"WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI an SBCA)for safety practices poor to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperty
attached rigid ceiling Locations shown forpennanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,87 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e,, 6750 Forum Drive
listing this drawing indicates acceptance of proTessionar engineering responsibility solely for the des�f'ggn shown. The suiFability Suite 305
and use oTf this adrawing for any structure is tine responsibility of the Building Desigder per ANSUTPI 1 S8c.2.
For more information see this job's general notes page and these web sites:ALPINE: www.al -neitw.com;TPI:www. Inst ;SBCA:www.sbandust .cpm,ICC. www rmc fe org Orlando FL,32821
SEQN:731660 T30 HIP_ Ply: 1 Job Number: 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0842.22213
Truss Label: J15 GA / OF 11/15,2018
67"4 0"
87"4 2
1112X3
CD
12
3.54 p
0 0
fV �
B fV
3i3
A
F
2X4(A1) 1112X4
67"4
87"4 n12
0
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximwn Reactions(bs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- -/-Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 246 /_ /_ /_ /72 /-
BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.004 F - - E 231 /- /- /- /47 /-
XP:C Kzt:NA
E
Des Ld: 37.00 HORZ(TL):0.008 F - - Wind reactions based on MWFRS
Mean Height:15.00 ft B B Width=4.2 Min R
NCBCLL:0.00 Code I Misc Criteria Creep Factor:2.0 r9 eq= 1.5
TCDL:4.2 psf E B Width=4.9 Min R
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.411 r9 eq= 1.5
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std 2014 Max BC CSI: 0.204 Bearings B 8 F are a rigid surface.
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.075
Members not listed have forces less than 375#
Loc.from endwall:NA FT/RT:20(0)/10(0)
GCpi:0.18 Plate Type(s):
Wind Duration:1.25 WAVE VIEW Ver.17.02.02.1208.15
Lumber
Top chord 2x4 SP#2
Bot chord 2x4 SP#2
Webs 2x4 SP#2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.30 6.83
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
The following trusses need concentrated loads at the
end of their overhangs:3-0-0 span/setback member
on the 0-2-8 cant side requires 26 lbs and the 3-0-0
span/setback member on the 0-2-8 cant side requires �+ .•••••• !�
26 lbs. O e,••�GElly G'
Sub-fascia beam assumptions:4-4-0 sub-fascia beam
on the 0-2-8 cantilever side.4-4-0 sub-fascia beam on ••
the 0-2-8 cantilever side. Q
Hipjack supports 4-10-0 setback jacks with 0-2-8 • No. 8 •
•
cantilever one face;0-2-8 cantilever opposite face. * • _
Wind goATE OF l=
Wind loads and reactions based on MWFRS. i
Right end vertical xpptosedtoexposed to wind pressure. OR ��
Left cantilever is exposed to wind 6
Additional Notes #0278 f�NA��
Refer to General Notes for additional information
11/15/2018
-WARNING; READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping, telling and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propedy
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or 610, _
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
_
drawings 160A-Z for standard plate positions. �LPP"NN
Alpine,a division of ITW BuildingQ Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M�r E
truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e,, 6750 Forum Drive
listing this drawing indicates acceptance of pro7essronaT engineering responsibility solely for the design shown. The suifabilRy
and use of this drawing,
for any structure is the responsibility of the building Desigrfer per ANSUTPI 1 gec.2. Suite 305
For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI:www. pnst ;SBCA:www.sbdndusl .corn;ICC:www.kc fe.org Orlando FL,32821
SEON:731629 T25 GABL Py: 1 Job Number: 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Oly: 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0842.26363
Truss Label: M01 GA / DF 11/15/2018
2'3"8 C5"3 4i§"15
2'3"8 + 2'1"12 1"42
1112X2
,2 T5 p
n
N to
(V
T B iv
A
=2X4(A1) 1112X4
i 4'8"15
�
23"8 2'1"12 J"P2
-—1'4" 2'318 + 4'5"3 4'&l 5
Loading Criberta(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Grey Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 F 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.001 F 999 180 E' 92 /- /- /58 /22 /18
BCDL: 10.00 Risk Category:It Snow Duration:NA HORZ(LL):-0.001 D - - Wind reactions based on MWFRS
EXP:C Kzt:NA
Des Ld: 37.00 HORZ(TL):0.001 D - - E Big Width=54.9 Min Req=-
Mean Height:15.00 ft
NCBCLL:10.00 Code I Misc Criteria Creep Factor:2.0 Bearing B is a rigid surface.
TCDL:4.2 psf Members not listed have forces less than 375#
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.158
Load Duration:1.25 MWFRS Parallel Dist.0 to h/2 TPI Std: 2014 Max BC CSI: 0.044
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.027
Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0)
GCpi:0.18 Plate Type(s):
Wind Duration:1.25 WAVE VIEW Ver.17.02.02.1208.15
Lumber
Top chord 2x4 SP#2
Bot chord 2x4 SP#2
Webs 2x4 SP#2
Plating Notes
All plates are 2X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 53 0.15 4.58
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind F
Wind loads based on MWFRS with additional C&C �es•••"`••+.��/�j
member design. O�•• GEMS,go G1
Right end vertical not exposed to wind pressure. •i
•
Additional Notess
Refer to General Notes for additional information �"
See DWGS A14015ENC101014&GBLLETIN0118 for
gable wind bracing and other requirements. •
ATE OFSolis
•f�'
#0 278
11/15/2018
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Componenf Safety Information,b TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted c1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, ALPINE as applicable. Apply Agates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to /•'1 IPL N E
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the w r
truss in conformance with ANSI PI 1,or for handlingg,,shippingg,installation and bracing of trussesA seal on this drawing or cover page., 6750 Forum Drive
listing this drawing indicates acceptance of professionar engin�enng responsibility solely for the des'�gn shown. The suifabilrty
and use of this drawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. Suite 305
For more information see this job's geneml rates page and these web sites-ALPINE: www.al ineitw.com;TPI:www. Inst. ;SBCA: www.sbtindust .com;ICC:w Jccsafe.org Orlando FL,32821
SEQN:731632 T35 VAI Ply t Job Number: 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0842.32587
Truss Label: V01 GA / DF 11/15/2018
12 1112X2
5 B
�A 4(M)
1112X4
3r8,r
L 3r8,r
3-8,r
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maldmwrl Reactions(lbs),or'-PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(I-Q:NA Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA D' 75 /- /- /40 /3 /8
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 C - Wind reactions based on MWFRS
EXP:C Kzt:NA
Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL):0.004 C - - D Big Width=44.0 Min Req=-
NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 Baring A is a rigid surface.
TC D L:4.2 psf Members not listed have forces as es lethan 375#
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.139
Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.118
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.034
Loc.from endwall:not in 9.00 it FT/RT20(0)/10(0)
GCpi:0.18 Plate Type(s):
Wind Duration:1.25 WAVE VIEW Ver.17.02.02.1208.15
Lumber
Top chord 2x4 SP#2
Bot chord 2x4 SP#2
Webs 2x4 SP#2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 44 0.00 3.67
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C mom
member design_ r t (�S F�M
Additional Notes `7`•^jr�+,``��"L°^Ci`•
Refer
to General Notes for additional information 0••••• �1���5�•'••"�j
See DWG VAL160101014 for valley details.
•
No. 648 't
ATE OFORVQ
r
4101110,111
#0 278 AL
11/15/2018
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,byy TPI and SBCA)fo'r safety practices pnor to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted oll erwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, A�
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildingp Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M w;
truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e,, 6750 Forum Drive
listing this drawing indicates acceptance of pro sioni engineering respons7bility solely for the design shown. The suiFability
and use of this drawing for any structure is Etre responsibility of the building Designer per ANSVTPI 1 Sec.2. Suite 305
For more information see this job's genemi notes page and these web sites:ALPINE: wwwal ineitw.com;TPI:wwwApinst.org,SBCA:www.sbandust .com;ICC:www.iccsafe.org Orlando FL,32821
SEAN:731635 T29 VAL Ply: 1 Job Number. 18-2539 Cust:R215 JRef..1WG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0842.38853
Truss Label: V02 GA / DF 11/1512018
12
5
AX4(D8R) B
rn
OD
CD
118"
118"
1181/
Loading CNtsrfs(psi) Wind Criteria Snow Criteria(Pg,Pf in PSVVF) Deft/CSI Criteria •Maximum Reactions(lbs),or'=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg NA Ct.NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 B 999 240 Loc R+ /R- Rh /Rw /L1 /RL
SCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):0.001 B 999 180 D` 75 /- /- /35 /- /6
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 B - - Wind reactions based on MWFRS
EXP:C Kzt:NA
Des Ld: 37.00 Mean Height 15.00 ft HORZ(TL):0.000 B - - D Brg Width=20.0 Min Req=-
NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 Bearing A is a rigid surface.
TCDL:4.2 psf Members not listed have forces less than 375#
Soffit: 2 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.010
Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.039
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000
Loc.from endwall:not in 9.00 It FT/RT:20(0)/10(0)
GCpi:0.18 Plate Type(s):
Wind Duration:1.25 WAVE VIEW Ver.17.02.02.1208.15
Lumber
Top chord 2x4 SP#2
Bot chord 2x4 SP#2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 20 0.00 1.67
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C IM "
member design. / c
Additional Notes S Ft
Refer to General Notes for additional information O ••• �G��S•..�./�^
See DWG VAL160101014 for valley details. •• V
•
No. 848
ATE OF s�c�
#0 278 fvA14
11/15/2018
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810,
as applicable. Apply plates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. kefer to ALPINE
drawings 160A-Z for standard plate positions. /`1
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive
listing this rawin9 indicates acceptance of pro7essionaf engineering responsibility solely for the design shown. The suitability
and use o this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305
For more information see this job's genemi notes page and these web sites:ALPINE:w vat ineitw.wm;TPC www. inst. ;SBCA:waw.sbandust .wm,ICC: www,iwsafe.org Orlando FL,32821
CLR Reinf orcing Member Substitution
T-Reinforcement
This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf.
Is specified on a truss design but an alternative web L-Reinforcement; or
reinforcement method is desired. L-Reinf.
Apply to either side of web narrow face.
Attach with 10d (0.128'xU%min) nalls
at 6' o.c. Reinforcing member Is
Notes: a minimum 80% of web
member length.
This detail is only applicable For changing the specified CLR
shown on single ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement.
Alternative reinforcement specified in chart below may be conservative.
For minimum alternative reinforcement, re-run design with appropriate
reinforcement type.
T-Ref if. L-Reinf.
Web Member Specified CLR Alternative Reinforecement Scab Reinforcement
Size Restraint T- or L- Reinf. Scab Reinf.
2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web.
2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face.
Attach with 10d (0.128'x3.0',min) nails
2x6 1 row 2x4 I-2x6 at 6' o.c. Reinforcing member Is a
2x6 2 rows 2x6 2-2x4W minimum 80% of web member length.
2x8 1 row 2x6 1-2x8
2x8 2 rows 2x6 2-2x601i)
Scab Reinf.
T-reinforcement, L-reinforcement, or scab reinforcement to be some
species and grade or better than web member unless specified
otherwise on Engineer's sealed design.
(310 Center scab on wide face of web. Apply (1) scab to each
face of web.
.KZ
11qN 4'
G�►S FrbA,M��G
. •
..raft—s rsR„c�'i,,,s•m.'u"'1mRw'ff'aoO1e w� nc C LL PSF REF CLR Subst.
'""" "" 1• ° * CDL PSF DATE 10/01/14
yaw w.rm.e.wu.,w•ca wso�w.�K arv..n.s A m.riga
orocuw arm m o.�+v�+w wr n.caua tia•w.r.0..ewr�..y
uww roa•ou..r.mp eva•.0�...va.+s•tme.a.s.�w r..ur�.`�r �
'""'" •e ..,ifi -d �"�"°"'�o"""w""`�'^ ATE OF • C DL PSF DRWG BRCLBSUB1014
.nw�... saw ow•`�` ..a,n:3w...00— •oo,w.m•m 1
d n �O a ar..ti° wS� a..bwe rw.. ow..r.. • �(/ BC LL PSF
L��IJ— p.m oerm�
AN rtwODMR1Nr ,w'w�,�."r."r.� a. i,��o�.�a"Otwm]m� i>'�.i+c s
.% RR TOT. LD. PSF
mrip e`rp�"�°. �o W.�vn YONAI ENv'` DUR. FAC.
13713 Riv.pwtpM fs.ry si�cY•.Y tlw r�y.�Yly rt tI.WV�.V.�'P'M6VR11 Lr2 �+'Y
Su t xa
Mery1.M Ha60.Mo BxM3 �; � �,�w �� SPACING
Gable Stud Reinforcement Detail
ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or. 120 rph Wed Speed, 15'Iran Height,Partially Enclosed,Exposure C,Kzt-IAO
Dr, 120 mph Wind Speed,15'Mean Height,Enclosed,Exposure D,Kzt - IAO
Dr, 100 rph Wind Speed,15'Menu Heft,Partially Enclosed.Exposure D,Kzt= 1.00
2,4 Bruce (1)1x4'L'Brace s (1)2x4 9.•Brace s(2)2x4'L'Brace se(1)2x6 1'Brace s 0 2x6 1•Brace w Bracing Group Species and Gradesv
Gable Vertical No
Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Croup A Group B Group A Group B Group A-
,S RI / 02 4'3' 7'3' 7'7' e'7' 8' IV IO. 3' 10'B' 13'6' 14'V 14'0' 14'0' S�tv�d.rd e2 r~S
- SPF B3 4'V 6'7' 7'V e'6' 8' 30' 10. 1' 10'6' 13'4' 13'10' 14•Cr14'a' e3 twe3 St
O H F Stud 4' V 6'7' 7'0' 8'6' 8'1o' lo'1' 10.6• 13' 4' 13' 10' 14'0' 14'0'
Standard 4' V 5' B' 6'0' 7' 7' e'1' 10'1' 10'6' 11'10' 12' Be l4'0' 14'0' osFlr-L-1, South-Persss
Q) DI 4'6' 7'4' 7'8' a,e' 9'o' 10.4' 10'9' 13'8' 14'0' 14'o' 14.0' t3 •3
J x S P R2 4' 3' 7'3' 7'7' 8' 7• 8.11• 10.3' 10'8' 13'6' 14'0' 14.0' 14.0' Std StW
B3 4'2' 6'0' 6'4' 7'It' 8'6' 10'2' 10'7' 12'5' 13'4' 14'0' 14'0' StoMerd I Standard
cv DFL Stud 4'2' 6'0' 6'4' 7'11' e'6' 10.2' 10'7' 12'5' 1 13'4' 14'0' 14'0'
d Standard 4'0' S'3' S' 74 7'0• 7'6' 9'6' 10'2• II.0• Il'1o' 14'0' 14'0' Group B:
Ll MI / R2 4'11' 8'4' B'B' 9'10' 10.3' it,B' 12'2' 14'0' 14'V 14'0' 14'0' I4w it
V SPF 113 4'8' B•V e'a 9.8' 10' 1' 11'7' 12.1' 14.0' 14'V 14'a l4'0' sI t stn
i U H F Stud 4'B' B' 1' 8'6' 9'B' IO. V 11'7' 12'V 14'D' 14'0' 14'o' 14'0' •1
Standard 4'8' 6'Il' 7'5' 9. 3' 9'lia ll' 7' 12' 1' 14.0' 14'0' 14'0' 14'0'
O F1-,iar,r Swtherr pFa®
DI 5't' e'3' B'9' 9' II' l0. 4' 11'10' 12'4' 14'0' 14'0' 14'0' 1-47-0-- e1 t1
s
S P D2 4'1l' 8' 4' 8'e' 9. 10' l0' 3' 11'8• 12' 2' 14.0' 14'0' 14'0' 14'0' s2
03 4'9' 7. 4' 7.9' 9.9' ]0.2' 11'e' 12' 1' 14'0' 14.0' 14'0' 14'0' 1x4 tices had be SRI(Stress-Rated Boaraz
OJ DFL Stud 4'9' 7'4' 7.9' 9' 9' 10' a ll'8' 12'V 14'0' 14'V 14'o' 14'0 1x4 Sm Pbv use only I dustrial 55 or
Standard 4'8' 6' 5' 6' 10' B' 7' 9'2' 11'7' 12' V 13'6' 14'0' 14'(Y 14'0' Inab-trial 45 St-.-fkted 111-ft&-V D
6 SPF DI / 82 5'5' 9'2' 9'6' 10'10' 11.3' 11'8• 13'5' 14.0' 14.0' 14'O' 14'0' values ra M used dth these ales.
D3 5'1' 9' 4' to,8' 11'1' 9' 13'3' 14'0' 74-y- 1/' 14' Goble Tru55 Detail Notes:
L7 U H F Stud 5'V 9'0' 9'4' 10.8' ll'1' 12' 9• 13'3' 14'0' 14.0' 14'0' 14.0' Wend Laos deflection c tterbn 1s L/240.O fl Standard 5'V 8'0' 8'6' 10.8• Ii'1' 12'9' 13'3' 14'0' 14'0' 14'0' 14'0' Provide,ppt cmx.coas for 33 pkv over
X P 01 5'8' 9' 3' 9'B• 10'Il' 11'4' 13'D• I3'6' 14'o' 14'0' 14'0' 14'0' contbxxxs bew1 (3 psF TC Dead Load),
d $ D2 5'5' 9'2' 9.6' 10'1o' ll'3' 12'I1' 13'5' 14'0' 14.0' 14'0' 14'0' Gable and supports load from 4.7 wnoohers
01 B3 5'3' 8'S• 9'0' 10.i 11'2' 12' 10' 13'4' 1 14'0• 14'0' 14.Or 14'0' aro,.1 V oveAwnp,or 12'plysopa overlong.
D F L Stud 5'3 e S' 9'D. IO'9' 11'2' l2'lir l3 4' l4'0 14'D' 14'0' 14'0'
Standard 5'I' 7.5' 7'11' 9'11' 10' 7• 12'9' 13'3' 1 14. 0' 1 14.0' 14'0' 14'0'
Syw About Attadn'L'bracesktln alad(OJMx3-0'Ka na4s
sy-
aMe Truss I IE For m'l'brach apace nulls at roc.
1n l8'e.al zones Pnd 4'oc.bet-zones.
Dlagonal brace option races 0Biar(2)'L'bspace nass of 3'o-
vertical length nay be T
in W end corns anal 6'oc.Mtseen zo,ea
dauled she.dkgonal B' 'L'bracbV must be a W b,.en ai ear of-b
brat.Is used Connect1 member length.
a each brace for 47M �L' 1
t ead,end Iqx seb Br Gable Vertical Plate Sizes
Ce
total tern b Is 14'. I IRxVert" cin Mo
2x4 K-L 42 or Less than 4•ly 1%4 a•213
better angonal r Greater than 4'av 3%4
Vertical length shown brace,akVW e' x L
in table above. datle art 1 I
4S* (as.,,as.)at L 1 .Refer to canon truss design for
ump end.
Pear,split.,aha howl platen.
connect ab at '
Refer to the Building Designer forcandtk-
t of vertical-b. Refer to chart bo for kal t •xK°•o-••••• this d•t•s'
assemsa..,r- STIR WAD NO To i�',u'ICONTM,m Din nc Dsr REF ASCE7-10-GABI4015
TrNws rt�t exVw,e tarn h raarsxtmg,M„ip, w M
rale.b,.latae,.eau,er scp tlaldra rw.w.t asi.asa� .m`ww$w • DATE 10/01/14
Pracaos Rb+to Per4w++i Imes s,.cwa Yetrsws rrs p.arlse i
d'O' `�„ ATE OF t DRWG A14015ENC101014
r.s,.».s.vpw4y.ta,d.d re(laalee ooYrp�a l.sattnre r,e..v>p..w,wn t.ta.si resarsbt
nail Ie»weo rrteuae Per
Zaa wct6e R n r sM,as appaoYe. 4pp1 path m r
O ar b..w aarrs, e,a.n.bo»w a
a rR...w�...a 1Wa ra .tww p...rP.aeduoa. �alOR�pP,r�
AH I1teGOMMlIf :wp,.may r.°rir w r raw ea�va..�.,ow+anwrm Tn r (� 'eti�.N
w.t.rtio.,a rad.v
a,_ L/1`��' MAX. TOT. LD, 60 PSF
l]n]Riverpon Dara aaere�aan ur w�rm�g,:m..r Iar(�wRn w.ra.wg,tnaaa..�r.,o r o.or..rsr V If M
5uaa]m fes s1.,a .cr.�' r Yn.r�iysdrtr ar(7,.wYo se.vyPw v1Nnrt r.z `fie
r4r,P.m ma�ara.as e]oa ran,v,r.l,rw.vtb,.w<ur pve sarsrsl.al.. www..e nate
rfDc.....laa,etem„m eeawastvy srw....ra.°�sayow m...cmr.vg MAX. SPACING 24.0'
Gable Detail
For Let-in Verticals Gable Truss Plate Sizes
sr^ + Refer to appropriate Alpine gwble detaN for
n b s
Atxwt
mitiMplate sizes for tical rods.
QRefer to Engineered truss design for peak,
splice,web,and heel plates.
®If gable verticat plates overlap, use a
} single plate that crs the total a of
the overlapped plates to span the web.
/Ily('(y felt } Exarole41 2X4
ieln"'�yu
# 2X4 2X8
'T' Reinforcement Attachment Detail
'T'Reinforcing 'T'ReYif-Irl,
Member Meller
+ Tce-nnN -Dr- End-naN
+ } To convert f 'L' to 'T' reinFarcing members,
Provide-tions for uplift specified on the engineered truss design. nultiply'T' increase by length (based w
appropriate Alpine gable detaN).
Attach each'T'reinforcing meneber with
End Driven Nans Maxiew-allowable'T'reinforced gable vertical
lOd Comirton(0.140'x 3.',Nn)Halls at 4' ac.plus length Is 14' front top to bottom chord
(4)naNs In the top and bottom chords. 'T' r¢Inforcinp ioriber material Host notch size,
Rigid Sheathing Toenaiied Nails specie, and grade of the 'L' reinforcing member.
lOd Common(0.148'x3',min)Toenails at 4'o.c.plus E. Length Increase w/ 'T' Brace
4 Nall (4) toenails In the top and bottom chords.
'T'Rehf. 'T'
'T' This detail in
to be used with the appropriate Alpe gable detail for ASCE Mbr.Size I-
Reinforcing wYM load. 2x1 1 30 X
Member x6 20 X
ASCE 7-05 Gable Detail Ornwings Exnnplei
AI301505I014,A12015051014,A11015051014,A10015051014,A14015051014, ASCE 7-10 VYM Speed=120 mph
H' 07
A13030051014,A12030051014,A11030051014,A10030051014,A14030051014 Men.Roof height =30 Ft,Kzt= IAO
Goble Ce0 At ASCE 7-10 L ASCE 7-16 Gable getaN Draw
truss Spa Drawings Gable Vertical 24'o.c.SP B3
4'ac A11515ENC1D0118,A12015ENC100118,A14015EKID0118,A16015ENCI00118, 'T'RehforckV Member Size =2x4
A18015ENClDO118,A20015ENC100118,A20015END100118,A20015PED100118, 'T'Brace Increase(From Above>= 30% = 1.30
A11530ENC100118:A12030ENC100118,A14030ENC100118,Al 18, 111 2,4
'L' Brace Length= B'7'
Al8030ENC100118,A20030ENC100118,A20030END100 E Maxiiun'T'Reinforced Goble Vertical Length
511515ENC100118.S12015ENC100(18,514015ENC1 1 1.30 x 8'7' _11'2'
S18
91$ENEI00118,520015ENCIOOII8, 520015E 1517E
511530ENC1
00118,512039ENC100I18, 5140 81,
4 N� 518030ENC100118,520030ENC100118,S O•
ceiling See appropriate Alpine gable detail for ria elm !d le vertk' leap
No. 648
MlAmalf4o N£Aa rNm f111pV ALL MIT(Es d"Ttas nwvssa REF LET-IN VERT
opw(.AMTu fT.ee1191 THIS u Vsc Tp u(DI,NM.,0115 Ital�f m[sat
Tnwses rea rw erbeme tete h Fatrtntea.leMep.ShopYp,em<w1v.p W net end•
a.iat.wt woos,or xv(swdy rwpo..nt sar.tr lnForrotlp,,,1y m`..riw ry ATE OF a DATE 01/02/2018
pro[tices will to .twhg erwwe f,e.ctlowc L.staaers snail prPvlr MCYg per It�l
ros.a aener.n,.,tap mora.loll Mve Pape,<r at<adrtd at�t .1- ..a eat �! DRWG GBLLETIN0118
Yoll Have a pr<gw<y attud.a..'+idanE rr.4 laPatx,.. I--
iatervl.wstr.J�t �C P e�
����� aMU wave bacYp M4aeA per s(sl tiv.s p,n a N10,as appk,nxe. Appy Pta<es
N.'er to ab ll6oA-i'eat".ma PI parMbnit 0.<aNs,Wer.,otea Ptlwrslfe. ti�tiQR,O�
Aipbe,a aN,an of iTv N++•a ca.pa�en<r crao Inc.vaa rot ee rerPonreie for Pnr er.a<wn rjpNAlVv MAX. TOT, LD. 60 PSF
AN M<aUa[io�n iaaMrocmg of to MAtl Ue<..,:.m m.Ipr,oncr MM NISI/TPI 1,ar nor MMYg,sNpphp,
A seam this__1Q srn',�pep 1 1 nb N�ee.p,e.e[wtww...xpgdnv Pr prafestivml
13723 R-WI Dme wnaiwerhg r.epareq mlelr far p�m bin>r.e.n. N m4[W .vr vsr or tt4s trw.hg 278 11/15/2018 DUR. FAC. ANY
suit 200 fir enY rtr..ctw r ve MwpvNbNy ar tFr W'q➢erlpl.R pN AMNiPI 1 SK2.
-q-Heghta.No i-I �_'•tee e,fa.,.atan see-pe•s anweai^ones Paas enw wwse..e>ytes. MAX. SPACING 24.0'
KPpE ,es.alpYW<wcwi 11.-.to-=,t SeCM eww.ebcMatrycry 1[G ee,lccsafe.pn'e
Valley Detail - ASCE 7-10: 160 Mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1,00
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Unless specified otherwise on engineer's sealed design, for vertical
Bot Chord 2x4 SP #2N or SPF #1/#2 or better. valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of
Webs 2x4 SP 113, SPF #1/#2, DF-L #2 or better. web, same species and grade or better, attached with IOd box
(0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous
>[■Attach each valley to every supporting truss with: Lateral Restraint applied at mid-length of web Is permitted with diagonal
(2) 16d box (0.135' x 3.5') nails toe-nailed for bracing as shown In DRWG BRCLBANC1014.
ASCE 7-10 160 mph. 30' Mean Height, Enclosed
Bullding, Exp. C, Wind TC DL=S psf, Kzt = 1.00 Top chord of truss beneath valley set must be braced
Or properly attached, rated sheathing applied prior to valley truss
ASCE 7-10 140 mph. 30' Mean Height, Enclosed installation.
Bullding, Exp. D, Wind TC DL=S psf, Kzt = 1.00 Or
Purlins at 24' o.c. or as otherwise specified on engineer's sealed design
Bottom chord may be square or pitched cut Or
as shown. By valley trusses used in lieu of purlin spacing as specified on
Valleys short enough to be cut as solid triangular Engineer's sealed design.
members from a single 2x6, or larger as required,
shall be permitted In lieu of fabricating from •w■ Note that the purlin spacing for bracing the top chord of the truss
separate 2x4 members. beneath the valley Is measured along the slope of the top chord.
All plates shown are ITW BCG Wave Plates. ++ Larger spans may be built as long as the vertical height does
not exceed 14-0'.
2X4 4X4
12 3X4 Vac
12 Max.� Spacing
2X4 X4
Pitched Cut Square Cut Stubbed ValleyO tional Hip
8-0-0 max—moi Bottom Chord Bottom Chord End Detail Joint Detail
Valley Valle
4X4 Toe-nniled / y
12 Cor imon T u
12 Max.F— t 2 o.c.
X3 \1it
S t
1X3 6-0-0
1X3 (Max Spacing) 2X4 P Jt\ �,# n 4
1X3 5X4/SPL 1X3 SQaG
20-0-0 (++) O•••••\CE v&kyvvT usosC s PartialFraming
Supporting trusses at 24' o.c. maximum spacing.
MMM4 w.�RtiLv Mi blQ a na w.vn
...�.wn...u.sa na wrvoa m.LL mnMcmw•nMwc nc•sr•una 'TC L 30 30 40PSIF REF VALLEY DETAIL
r..,n..�"•�`� ""'"°'~n°`O' rin° L 20 15 7PSF DATE 10/01/2014
sm.u. e.rt wuo.rt ws avrse caoa..n sr a..m. m w sar
o.c+t.s v+or a••'ra+e un•r n.cm. uaw..+a.0 v•Mr a,o�.rr nR • i
:.r•• e� ..... .. •.......�... ..:.,......,, .•..�, ATE OF
..•H,.,•no.n,....d.. a.o mm.... .�A,,...,,,�,., ,,.,.,,, 1 L 10 10 10 PSF DRWG VAL160101014
G O • r nn:mu woon wm
a �(
• ,I �t
LL 0 0 O PSF At
AN Invaokn OR
T. LD. 60 55 57PSF
�..ea:aum a
• rale•r e,.a. �+3.
a etr w+v:mw. rae err r.rb.�.a..mva.o•r o•r..�r O
i3 Hw.�•on o�.. � �'
^ ^�' ti1-3 y "bAdb 1 yOiWb �'•W 1 ANIAt OIRFAC.1.2Y1.33115 1.15
m 200 Mew.Von w tlM jo•'•
M•ryYM H•I•M1b.MOn01) „��....ipti.K•�m,•,,�y,,,�� ��®�•��,� SPACING 24.0'