1202 JASMINE ST REVISION ALL
=�•�r Revision Request/Correction to Comments **HIGHLI HIGHLIGHTED
ON
rt � HIGHLIGHTED IN
City of Atlantic Beach Building Department GRAY IS REQUIRED.
i
800° Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: IN02/
❑ Revision to Issued Permit OR ❑ Corrections to Comments Date: I
Project Address:
Contractor/Contact Name:
Contact Pho4 )`;) s- Email: U LY1 11�rhY1 -*-rRA `t < (kW
Description of Proposed Revision/Corrections:
112AIv,-., 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: )
• W)I proposed revision/corrections add additional increase in building value to original submittal?
o El*Yes (additional increase in building value:$ —)(contractor must sign if increase in valuation)
*Signature of Contractor/jUwifit
(Office Use Only)
Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ .50.co
Revision/Plan Review Comments Con Aa C i✓1'v42 So Gc'("f Q 1�inv
DL�a ment Review Required:
Bg
ing&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities
Public Safety Date
Fire Services Updated 10/17/18
REVISION
BP# _ Martin
DATE--g C�S/ � � " Engineering
/ ! / % ::
SIGNED `
January 21, 2019
Building Official
City of Atlantic Beach Building Department OFFICE COPY
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 7 APPROVED WITH CHANGES NOTED
REVISE AND RESUBMIT F] 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,
i
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 NO:
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1 OF 1
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Alpine,an ITW Company
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......... •� 6750 Forum Drive,Suite 305
Orlando,FL 32821
No. 648 ,4 Phone:(800)755-6001
ALPINE E
www.alpineitw.com
#0 278
ATE OF f Q 11/15/2018
0•��'•��O_R%p�''''i' ►
ZONAL
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
Ind 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 All 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,
B7 and/or 1310 (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, B7 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.org.
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 specified 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.org.
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.sbcindustry.co
Page 2 of 2
SEQN:731536 T12 HIPS Py: 1 Job Number: 18-2539 Gust:R215 JRef: 1WG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0840.32323
Truss Label: A01 GA / DF 11/15/2018
199'4
7' 12 T 8 17' 1 T10"8 12 25'8"8 2T8" 34'8"
4'4"8 1 8 68"4 1'11' T
=5X8 1114X7 1114X8
12 =5X9 1112X3 =5X4 5X5
5 p C D T2 E F G H I J
T (a)
B (a) K
T
io r
P Q I�
M 1 A L 1
3X4(A1) T S R $6X10 L� 12 97X8(S}?S M =4X4 A2)
1112X4 =4X5 12 5 8
o8X10(SRS) B4 1112X3(')
34'ir
•
11"r, T1"12 1 4 4'38 5'T' 1' T1"8 1' T8" 14�
'
T1"12 8 123"8 1T10.8 16' 08 26' 2 348"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) 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/S 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 Enclosure:Closed Lu:NA Cs:NA VERT(CL):0.370 H 720 180 B• 312 A /- P /68 P
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):0.062 M - - K 1306 /- /- P /297 P
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 I Misc Criteria Creep Factor:2.0
TCDL:4.2 psf B B Width 158 Min R
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.951 = �1=
TPI Std: 2014 Max BC CSI: 0.968 K Brg Width=3.5 Min Req= 1.5
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Bearings B&K are a rigid surface.
Spacing:24.0" C&C Dist a:3.47 ft Rep Fac:No Max Web CSI: 0.766 Members not listed have forces less than 375#
Loc.from endwall:NA FT/RT:20(0)/10(0)
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs)
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-0 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#2:134 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 Q_P 734 -117
requirements.
Purlins FL�� Maximum Web Forces Per Ply(Ibs)
In lieu of structural panels or rigid ceiling use purlins ��■■■■..♦q Webs Tens.Comp. Webs Tens. Comp.
to laterally brace chords as follows: • ••/�/
♦ �GE� • ♦ /'� C-T 513 -15 P-G 330 -736
Chord Spacing(in oc) Start(ft) End(ft) O e• ` �� •• v C-R 531 -2434 P-H 458 -2113
BC 37 0.15 17.88 • i
• R-D 706-2444 0-1 2874 594
BC 17 17.88 18.88 sD-Q 3393 -696 I-N 312 -2075
BC 75 18.88 26.00 No. 8 i F-Q 474-2086 M-J 414 0
BC 17 26.00 27.00 • ■
BC 75 27.00 34.52 * • * F-P 2304 -485
Apply purlins to any chords above or below fillers •
at 24"OC unless shown otherwise above. • ATE OF •
Loading ♦j�
#1 hip supports 7-0-0 jacks with no webs.
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�Ai
with 0-0-0 cant and 1-4-0 overhang.Right side jacks #0 278 At.
have 7-0-0 setback with 0-0-0 cant and 1-1-0
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,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 propperly
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin 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. 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
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page., 6750 Forum Drive
listing this drawing indicates acceptance of proTessional engineering responsibility solely for the de si n 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 general notes page and these web sites:ALPINE: www.al ineitw.wm;TPI:www. Inst. ;SBCA: www.sbandusl .wm;ICC.www.ims fe.org Orlando FL,32821
SEAN:731567 T2 HIPS Ply: 1 Job Number: 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA) wNo: 319.18.0840.51180
Truss Label: A02 GA / DF 11/15/2018
15'10"8 1T 1 21'10"4 25'8" 2T
8'1" 11 6'10"8 1'1 3'12 3'9"12 I 1'41 Ta"
12 M6X4 p T2 —3E4 FIIIIIWGG =3M --5x105X4
AZ
T 5 C J T
T4
T B 6 a
l1 3i A =H0614X K
sa =4X5 P O N L
3X8(Al) a 2.5 =5X6 RQA 12 B6 B7 -3X6(A1)
---SS0710(SRS)
12 ioSS050812 =3X4 912X3 zZ SX7
oSS1012(—)(1)
34'8"
Tr12 1'0"12 6'7" 23"8 3'9"12 3'4"8 5"8 TB"
.H3,8 T11"4 9' 1". irift, 271"12 25'8"4 34'8"
26'6"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeRICS1 Criteria ♦Maximum 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): 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 /- /- /742 /312 /116
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.181 M - - K 1389 /- /- 1747 /310 /-
HORZ
Des Ld: 37.00 EXP:C Kzt:NA -- (TL):0.337 M - - Wind reactions based on MWFRS
Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 V Big Width=3.5 Min Req= 1.5
NCBCLL: 10.00 TCDL:4.2 psf
Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.714 K Brg Width=3.5 Min Req= 1.6
TCDL:5.0 psf
Bearings V&li are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.742
Spacing:24.0" C&C Dist a:3.47 ft Rep Fac:Yes Max Web CSI: 0.741 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0)
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 :T2,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(lbs)
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 purlins R-0 3841 -1007 M-K 2495 -696
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft) 1 Maximum Web Forces Per Ply(Ibs)
BC 75 0.15 15.58 �. w G• [•r� Webs Tens.Comp. Webs Tens.Comp.
BC 28 15.58 18.33 V+1i� Fit
BC 75 18.33 34.52 ,C••••`•A•,eeo !AI U-C 1771 -430 G-Q 2311 -573
Apply purlins to any chords above or below fillers r•• 11•'•4� C-T 576-1714 H-P 207 -436
at 24"OC unless shown otherwise above. •r t7� ••V T-D 1593 -448 P-1 742 -239
D-S 177 -750 I-N 609 -267
Wind S-E 214 -417 N-J 1319 -309
Wind loads based on MWFRS with additional C&C • No. 648 i G-R 588-2315 M-J 591 -1747
member design.
r
Additional Notes ATE OF
Refer to General Notes for additional information
•
ao 278
f0lVAL
(v(5/2018
—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 BCS](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 ortherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid cei1!n Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, /��
as applicable. Apply Agates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildin$gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ram
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover it e,, 6750 Forum Drive
listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suig brlrty
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 ST--c.2. Suite 305
For more information see this job's general notes page and these web sites.ALPINE: w .al ineitw.com;TPI: www. inst.o ;SBCA: w .sbcindust .corn;ICC:w Aomafe.org Orlando FL,32821
SEQN:731571 T3 HIPS Ply: 1 Job Number: 18-2539 [GA
ust:R215 JRef: 1WG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA) wNo: 319.18.0840.55080
Truss Label: A03 / DF 11/15/2018
8'1" 11' 158"72 23'8" 28'10"2
8'1" 211' 4'8"12 r17"4 5'22 59"14
=5X6 IO2X3 =5X7
D E F
T 5 12 "Xil
� T7 �2G3
Z
r-
a =�
T B N
A =H0610 M H
N16X4 I
8(Al) a 2.5 =5X9 K 3X4 m3X6(A1)
12 4X5
34'8"
�4� 7x'12 3'012 a7^ 7
3 r11"4 11' 157" 22'8" 23* 34'8"
'373
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 Udell 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 A P /746 /312 /136
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.142 J - - H 1384 /- /- /749 /311 P
EXP:C Kzt:NA
Des Ld: 37.00 HORZ(TL):0.263 J - - Wind reactions based on MWFRS
2
Code/Misc Criteria Creepr. .
NCBCLL:10.00 Mean Height 15.00 ft
Facto
TCDL:4.2 psf0 O Brg Width=3.5 Min Req= 1.5
H B Width=3.5 Min R 1.5
BCDL:5.0 psf
Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.785 Reg=
TPI Std: 2014 Max BC CSI: 0.794 Bearings O&H are 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 Dist a:3.47 ft Rep Fac:Yes Max Web CSI: 0.602
Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top CForces Per Ply(lbs)
GCpi:0.18 Plate Type(s): Chords Tens.Commp.p. 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 :B3 2x4 SP#2:
Webs 2x4 SP#2 Maximum Bot Chord Forces Per Ply(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 Ply(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 Now M-D 1142 -293
at 24"OC unless shown otherwise above. /jAI
Wind •••••c• •c„�"•!!`6�
Wind loads based on MWFRS with additional C&C O •••• �GGNS �••�• `A1
member design. •
•
Additional Notes 00
Refer to General Notes for additional information _•
No. 648 .
Z
• ATE OF c�
eORR
aw.w..d v�
a0 278 ` A►AL
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 prior 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 properly
attacheo rigid moiling 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 Join Details, unless noted otherwise. Refer to ALPINE
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 w N ,
truss to conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover ge., 6750 Forum Drive
listing this drawing indicates acceptance of proTessronal engineering responsibility solely for the des
shown. The su' bilrty Suite For
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S-ec.2. 305
For more information see this job's general notes page and these web sitesALPINE:wwwal ineitw.com;TPI: www.t instor,SBCA: w sbandust .com;ICC:wwwJcceafe.org Orlando FL,32821
SEAN:731575 726 HIPS Ply: 1 Job Number: 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0840.59517
Truss Label: A04 GA / DF 11/152018
81" 13' 21'8" 278"8 34'8"
8'1" 4'11" 8 B" 80"8 611"10
=5X8 =5X8
D E
T12 ,5X8
5 C 3X4
F
(a) T3
1
t�z 1 B N G A =Hos10
M H
3X8(At) 4X6 —5X5 63 =3X4 4X5 I !12I B4 =3X6(At)
0 2.5
12
34'8"
�14!- T7"12 50'12 27" 8'1" T 3'2"2 6'914 X1'4-
Hg,8 T11"4 1'7 1567' 21'8" 24'8" 2710'2 34'8"
3'8
Loading Criteria(psi) 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): 0.335 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 /- /- /750 /311 /156
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.157 1 - - G 1384 /- /- 1752 /309 /-
EXP:C Kzt:NA
Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL):0.291 I - - Wind reactions based on MWFRS
NCBCLL:10.00 Code/Misc Criteria Creep Factor.2.0 O Brg Width=3.5 Min Req= 1.5
TCDL:4.2 psf G B Width=3.5 Min R 1.6
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.526 _
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.722 Bearings O&G are a rigid surface.
P
Spacing:24.0 C8C Dist a:3.47 ft
Re 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(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 1338-4877 E-F 711 -2176
Lumber C-D 776-2395 F-G 793 -2726
D-E 691 -1982
Top chord 2x4 SP M-31 :T3 2x4 SP#2:
Bot chord 2x4 SP M-31:B3,B4 2x4 SP#2: Maximum Bot Chord Forces Per P lbs
Webs 2x4 SP#2 Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
Bracing B-N 4529-1146 K-J -- 2451 -648
(a)Continuous lateral restraint equally spaced on 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 P lbs
to laterally brace chords as follows: Ply(Ibs)
Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp.
BC75 0.15 34.52
Apply purlins to any chords above or below fillersN-C 1907 -397 D-L 174 -443
at 24"OC unless shown otherwise above. C-M 677-2479 E-K 438 -21
Ic M-D 887 -191 K-F 195 -550
Wind �••••••••�'
Wind loads based on MWFRS with additional C&C O e••• �GElyS�•�tiyC
member design. • c •
•
•
Additional Notes No. Q •
Refer to General Notes for additional information • v
ATE OF •t
RVID
44622A- i
#0 278
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,handlingq shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,byy TPI ani]SBCA)f-or safety practices prior 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 proppeerty
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 plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f�efer to
drawings 16OA-Z for standard plate positions. ALPINE
Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the u,"rte,,,
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 proTessionaf engineering responsibility solely for the design shown. The sul"Ability
and
listing
of this cawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 S-ec.2. Suite 305
For more infcanation see this job's geneml notes page and these web sites.ALPINE:www_al ineitw.com;TPI:www. inst. ;SBCA: wwa.sbcindust .coin;ICC:www.iocsafe.org Orlando FL,32821
SEQN:731582 T5 HIPS Ply: 1 Job Number. 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA) vNo: 319.18.0841.03500
Truss Label: A05 GA / DF 11/15/2018
198" 253 26'"6 34'8"
8," 17" 53"12 4'8" 5'5"13 1'6 T71"10
=_5X51 -5X7
E F G
12 —,3X5 3X5
5 D s5XX6 D H 'i 3X4
t C I
m T1 r
(a)
1 ' tiW,0 J
l AU,
K
=3X8(A1) 0 2.5 -5X6t") B3 -3X5 1112X3 -3 1)
12 =5X9
=3X4
34'8..
1'4� 7T12 7W 4'r' 5' 2'22 7'9"14 r4�
„„ T11"4 15'7" 19'8" 24'8" 26'1 34'8"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Dell/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 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 /- !- 1753 /88 A
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
Soffit: 2.00
TCDL:4.2 psf J Brg Width=3.5 Min R 1.6
Bldg Code: FBC 2017 RES Max TC CSI: 0.681 �)=BCDL:5.0 psf Bearings R&J are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.860 Members not listed have forces less than 375#
Spacing:24.0" C8C Dist a:3.47 ft Rep Fac:Yes Max Web CSI: 0.836 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) 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 chord 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
O-N 1753 -381
(")1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning Maximum Web Forces Per P Ibs
requirements. Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Purlins
Q-C 1976 -377 G-N 440 -43
In lieu of structural panels or rigid ceiling use purlins VJ►•1 f C-P 792-2892 N-1 256 -736
to laterally brace chords as follows: ••••••••s• P-E 572
, -56
Chord Spacing(in oc) Start(ft) End(ft) O ••• ,�+EMS,
��•• /�
BC 75 0.15 34.52 • V •
Apply pudins 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� •j�
Refer to General Notes for additional information ��JKAV ► �/
#027s 10111AL.�
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 Haid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, /��
as applicable. Appty plates to each face of truss and position as shown above and on the Joint9Details, 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 w r
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 pro7essronaf engineering responsibility solely for the design shown. The suitability Suite For
and use of this drawing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 Sec.2. 305
For more information see this job's genemi rates page and these web sites: ALPINE: www.al ineitw.com;TPI:www. inst. ;SBCA: www.sbandust .corn;ICC:wwwJocsafe.org Orlando FL,32821
SEQN:731586 T6 HIPS Ply: 1 Job Number: 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0841.05990
Truss Label: A06 GA / DF 11/15/1018
1510"8 1T, 24'8'5 25;6'8 34'8"
r• 8'1" 1'7" 6'2"4 +1'1 T89 +9"3 911'10
03X4—SFS
E
T2
T3 3X5
12 a34
5 r5X6�D C' H
C
r�
1 3g A 8 =H00610 I J
3X8(A1) =5X8 =3X7 L02X3 — 11
12 2.5 or
12 m
34'Ir --�
7'7"12TT12 9'1" 1"'2"2 8'11"14 11-4-
T11"4 157" 2,0" 25'9'2 34'8" T
1-8
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl=l 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): 0.387 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 !- /- f743 /81 /196
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.173 K - - 1 1384 /- /- /745 /80 A
EXP:C Kzt:NA HORZ L 0.321 K Wind reactions based on MWFRS
Des 37.00 Mean Height 15.00 )
NCBCLL:10.00 ft 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: 0.685 _
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.
Re Fac:Yes Max Web CSI: 0.972 Members not listed have forces less than 375#
Spacing:24.0" C8C Dist a:3.47 ft P
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,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 12,T3 2x4 SP#2: E-F 583-1772
Bot chord 2x4 SP M-31 :B3 2x4 SP#2:
Webs 2x4 SP#2
Maximurn 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
to laterally brace chords as follows: Maximum Web Forces Per Ply(Ibs)
Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp.
BC 75 0.15 34.52 to" O-C 1989 -308 E-M 278 -647
Apply purlins to any chords above or below fillers 14
at 24"OC unless shown otherwise above. �, /�►S` Ftp
C-N 723-2945 F-M 1085 -331
j' i�, N-E 402 -69 M-H 304 -874
Wind O••�+ �GE+•S•�. '-14
Wind loads based on MWFRS with additional C&C • � • �V
member design.
Q.s •
Additional Notes • No. ve8
Refer to General Notes for additional information • _
• ATE OF r c�
a0 Zia AIAL
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)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 property
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 Join Details, unless noted otherwise. f2efer 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
-11—
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 drawing,indicates acceptance of pro essiona engineering responsibility solely for the des�iggn shown. The su' bility Suite 305
and use of this aiawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.
For more information see this bb's general notes page and these web sites:ALPINE. wwwal ineaw.com,TPI:www. inst. ;SBCA:www.sbandust .com;ICC:wwwJoceafeorg 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
8'1' 10'0'1 15711'8 1T' 24'7'15 25'6"6
810'7 1' T315 - +1 9'1'10 '1
=5X5
03X4 F
E
T2
12
3X5
5 p o3X5 3X4
.050 D G H
m
(a) (a)
8 =H0610
1 3i A J
o3XB(A1) =5 =3X7 LIN2X3 = 1)
12 2.5
12 =4X5
34'8'
7712 7T12 1'9' T4' 7 8'11'14 1'4"
T11'4 187' 114 24'8' 34'8' -+ �
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CS1 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): 0.387 O 999 240 Loc R+ /R- /Rh /Rw /U /RL
BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):0.718 O 574 180 p 1387 /- /- /747 /84 /198
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.173 K - - 1 1384 /- !- 1750 /83 /-
EXP:C Kzt:NA
Des Ld: 37.00 HORZ(TL):0.321 K - - Wind reactions based on MWFRS
Mean Height 15.00 ft P B Width=3.5 Min R
NCBCLL:10.00 Code I Misc Criteria Creep Factor:2.0 f9 eq= 1.5
TCDL:4.2 psf 1 B Width=3.5 Min R
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.687 r9 eq= 1.5
Load Duration:1.25 TPI Std: 2014 Max BC CSI: 0.792 Bearings P&I are a rigid surface.
MWFRS Parallel Dist:h to 2h
Spacing:24.0" C&C Dist a:3.47 ft Rep 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 1191 -49W 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 :83 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-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 P
to laterally brace chords as follows: IY(Ibs
)
Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp_ Webs Tens. Comp.
BC 75 0.15 34.52 ISM O-C 1968 -318 E-M 271 -647
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above. r C-N 733-2944 F-M 1086 -323
N-E 402 -68 M-H 301 -974
Wind �•O.'e••..,•"o 4,
Wind loads based on MWFRS with additional C&C O •••• �vE,•S/�••••G1
member design. • ` •S
•
Additional Notes No. 8 •
•
Refer to General Notes for additional information •
•
SATE O •ice
l_O_R10
od
#02 8 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)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 sheathingg and bottom chord shall have a proppeefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq ins sled per BCSI sections B3,B7 or B10
as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, 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 n,,,w„
truss in conformance with ANSI PI 1,or for handlia shipping,installation and bracing of trussesA seal on this drawing or cover pa�gge,, 6750 Forum Drive
listing this drawing,iodic�1es acceptance of pro essrona engineering responsrbil' soley for the design shown. The sWTabllity
and use of this drawing for any structure is the responsibility of the Building Desigifer per ANSI/TPI 1 SAP. Suite 305
For more information see this job's geneml notes page and these web sites: ALPINE:www.al ineitw.c ;TPI: www.t insto ;SBCA: www.sbandust .mm;ICC:www.kxmfe.org Orlando FL,32821
SEQN:731594 T8 COMN Ply: 1 Job Number. 18-2539 Cust:R215 JRef. 1WG22150004
FROM:EG Qty: 3 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0841.11017
Truss Label: A08 GA / DF 11/15/2018
91"10 10' '1 17'4" 24'7"15 25' "G 34'8"
91"10 1 T3"15 T3"15 1 7 9'1"10
5X5
E
T2
12 >T3
'3X5 5 83X4C DfD00
(a)
B H
77 A I
=3X6(A1) 1112X3 =3X5 B2� =3X5 1112X3 = 1)
34'8"
V4. !1
L 3'02 i 5'4" 5'4" 3'0'2 8'11"14 1'44"
81114 r 1T i 17'4" + 22'8" + 2692+ 3411" T
Loading Criteria(psf) 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 L/defl 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 /- /- /748 /84 /198
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):0.057 J - - H 1382 /- /- /748 /84 P
EXP:C Kzt:NA
Des Ld: 37.00 HORZ(TL):0.105 J - - Wind reactions based on MWFRS
Mean Height:15.00 ft
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 _
TPI Std: 2014 Max BC CSI: 0.911 Bearings B&H are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:h to 2h
Spacing:24.0" C&C Dista:3.47 ft Rep Fac:Yes Max Web CSI: 0.331 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 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:T2,T3 2x4 SP#2:
Bot chord 2x4 SP M-31 :132 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 E-L 878 -156
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 •••GE�S'•M A
member design. O f• ti•V"
Additional Notes �•
•
Refer to General Notes for additional information No. a ,
y • : y
1` ' ATE OF 7�
a(,ftiOR,�P
#0 278 �NAl.
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 Information,byy TPI an r7 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 proppeerly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10
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 Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,�,.rm
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 wesstonar engineering responsibility solely for the des�iggn shown. The sur ifity
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 genenil notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. inst. ;SBCA:www.sbandust .coin;ICC.iocsafe.org Orlando FL,32821
SEQN:731598 T9 COMN Ply: 1 Job Number: 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 4 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0841.15730
Truss Label: A09 GA / DF 11/15/2018
9110 10 1 15'10B 17' " 24T15 25 '6 34W
9'1"10 1 5'10'7 1'5" T3'15 1 94"10
115X6
,3X5 F
E
12 03X5 3X53X4
5 p X4D G H
- N
u1 -
n 60
(a)
B l
asi A J
3X4(At) K t
112X3 =3X5 =3X4 = X7 =3X
4 5 1112X3 =3X'1(All)
15'8"12 1811'4
�14" 8'11"14 30"2 3T 15" 5'4" 30'2 8'11"14 1'4�
8'11"14 12' 157" 1T4 228" 258"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 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 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.070 P 999 180 B 575 P /- /331 /134 /198
BCDL: 10.00 Risk Category:It Snow Duration:NA HORZ(LL): 0.019 P - - N 1529 A /- /757 /314 /-
EXP:C Kzt:NA
Des Ld: 37.00 HORZ(TL):0.036 P - - I 724 /- /- /452 /166 /-
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS
eq=
TCDL:4.2 psf B Brg Width=3.5 Min R 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.947 N Brg Width=3.5 Min Req= 1.5
Load Duration:1.25 MWFRS Parallel Dist:h/2 to in TPI Std: 2014 Max BC CSI: 0.867 1 Brg 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
0/10 0 Bearings B,N,&I are 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 Ply(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-0 469 -161 L-K 830 -136
Purlins O-N 469 -161 K-1 835 -134
In lieu of structural panels or rigid ceiling use pudins Maximum Web Forces Per Ply(Ibs)
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp.
BC75 0.15 34.52 C-N 262 -798 M-H 312 -973
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above. r N-E 273-1073 H-K 382 0
f E-M 850 -192
Wind G
Wind loads based on MWFRS with additional C&C O •' `/+���'• `A//�
member design. •• V ••
Additional Notes •i
Refer to General Notes for additional information
No. 8
a •
• ATE OF �@
ao 27011/15/2 18
**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 oyherwise,top chord shall have property attached structural sheathing and bottom chord shall have a progeny
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, /�
as applica e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE NE
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, ,��,,,
truss In conformance with ANSI Q PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive
listing this drawing,indicates acceptance of pro esstona engineering responsibility solely for the des' n shown. The sui billty Suite For
and use of this r7rawing for any structure is the responsibil'ty of the Building Designer per ANSI/TPI 1 Sec.2. 305
For more information see this job's geneml notes page and these web sites:ALPINE:www.al ineitw.wm;TPI:www. inst. ;SBCA: www.sbcindust .wm;ICC:www.ic fe.org Orlando FL,32821
SEAN:731602 T1 COMN Ply: 1 Job Number: 1B-2539 Cust:R215 JRef: IWG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA)
DrwNo: 319.18.0841.25650
Truss Label: Al0 GA / DF 11/15/2018
91"10 1001 15'0'8 17
1T�' 247"15 256"6 34'8"
r- 911'10 T10�7 5'1�1'S 7"3"15 +1 91'10 ,
1115X6
E
12 --�
5 p y C4D G H
So N
f�
m
(a)
B I
31 A J
=3X1(111) 112X3 Q =3X4=4MX7 L K t
1112X3 =3X4( 1)
r-- 1178 47' 189"8
f 14-1 3'0"2 3'7" 19" 5'4"_+ 30'2 + 8'11"14 +1'4"
8'1114 12' 157" 1T4 22'8" 258'2 34'8"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/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 L/defl 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 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.070 P 999 180 B 573 /- A /330 /137 /198
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 P - - Q' 334 P P /165 /69 A
EXP:C Kzt:NA
Des Ld: 37.00 Mean Height 15.00 ft HORZ(TL):0.036 P - - I 722 /- !- /454 /162 /-
NCBCLL:10.00 Code/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: 0.947 nJ eq=
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.867 Q Big Width=55.0 Min Req=-
Spacing:24.0" C&C Dist a:3.47 ft Rep Fac:Yes Max Web CSI: 0.828 1 Brg Width=3.5 Min Req= 1.5
FT/RT:20 Bearings B,Q.&I are a rigid surface.
0/100
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 Ply(lbs)
Wind Duration:1.25 WAVE VIEW Ver.17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp.
Lumber B-C 165 -585 H-I 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-O 462 -168 L-K 825 -1Z7
Plating Notes O-N 462 -186 K-I 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
cl
Chord Spang(in oc) Start(ft) End(ft) i E-M 847 -185
BC75 0.15 34.52
Apply purlins to any chords above or below fillers .•�•+""C"•ew••
at 24"OC unless shown otherwise above. Q••••• ,G GNS w•i••_
Wind �+
Q� •
Wind loads based on MWFRS with additional C&C No. 0798 •
member design.
Additional Notes * • i
Refer to General Notes for additional information ' ATE OF •
i q
�•�toR�o�'�'. ``
#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)foi 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 npid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins7alled per BCSI sections 83,B7 or B10,
as applicable. Appfy 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 ALPINE
truss in conformance with ANSII_PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa th . 6750 Forum Drive
listing this drawing indicates acceptance of )essionar engineering responsibility solely for the design shown. The the
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 geneml notes page and these web sites:ALPINE: www.al ineitw.com;TPI:www. Inst. ;SBCA: www.sbandust .mm;ICC:—Accssfe.org Orlando FL,32821
SEQN:523482 T7 GABL Pty: 1 Job Number: 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0843.04850
Truss Label: Al I GA / DF 11/15/2018
3'S"121 1 4 17'4" 251"15 '6"6 34'8"
~3'S"12 ---- 12' + T9"15 9'1"10
4' +
4• '( _5L5
K
12 s H4
S 4 .3X4 -5,X Q ry
3X4 G
n ,3X4
2Xn
I4p E A
3X4
C
w10
B R
AS
-3X4(Ai) =3X4 =5X10 � N15X8 =4X4 =3X5 T =3X4(A1)
11'5"4 4'3"8 18'11"4
i'4" 5'4" 1'10'p 10'1"12 17'4" 1'4"
Loading Criteria(psf) 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): 0.187 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 /- A !- /139 A
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.033 N - - Y 1287 A /- /- /289 P
EXP:C Kzt:NA HORZ(TL):0.061 N W 439 /- /- A /123 /-
Des Ld: 37.00 Mean Height:15.00 ft
NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 R 949 /- /- /- /226 /-
Soffit: 2.00 P Bldg Code: FBC 2017 RES Max TC CSI: 0.947 Wind reactions based on MWFRS
BCDL:5.0 psf B Brg Width=3.5 Min Req= 1.5
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.968
Spacing:24.0" C&C Dist a:3.47 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.564 Y Brg Width=3.5 Min Req= 1.5
P g W Brg Width=3.5 Min Req= 1.5
Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) 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:B2 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 plf 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 At4015ENC101014&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 plf 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 S F[
BC: 221 Ib Conc.Load at 13.13,15.19 G _ Maximum Web Forces Per Ply(lbs)
•'■■
Plating Notes E+•■A■+■°p j Webs Tens.Comp. Webs Tens. Comp.
O eee �CS■ eee__rr/�
All plates are 2X4 except as noted. ee e�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 positioningti O� �Q H-Y 201 -800 P-Q 238 -1233
N
requirements. 8 � H-W 743 -150 Q-T 385 0
■ _ *
Purlins W-K 88 -397
* � �
In lieu of structural panels or rigid ceiling use purlins ' ATE OF
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 0 3.28 5.33 Q p
BC 75 0.15 34.52 e■ OQ
p
Apply purlins to any chords above or below fillers
so
at 24"OC unless shown otherwise above. #0 278 70#Je^L
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) r safety practices prior to performing these functions. Installers shall provide temporary
bracing per SCSI.Unless noted oyherwise,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 Joint9Details, unless noted otherwise. kefer to ALPINE
14111116111
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 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa4e,, 6750 Forum Drive
I
isting this drawin indicates acceptance of pro essrona engineering responsibility solely for the desi n shown. The su' brlrty Suite 305
and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sbc.2.
For more information see this job's geneml rates page and these web sites:ALPINE: www.al ineitw.=n;TPI:www. inst ;SBCA: www.sbcfndusl .corn;ICC:immfe.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
916"8 1911"
9'6"8 9'6"8
SS0508
B
12
5 p
N
ih
b
-v
1 A --- C
- D
E
ZX4(A1) =5X5 =2X4(A1)
---
9'6"8 WWII
f- — 9'6"8 1'4•
Loading Criteria(psf) 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 Udefl U# 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 Enclosure: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
Des Ld: 37.00 HORZ(TL):0.039 E - - Wind reactions based on MWFRS
Mean Height 15.00 ft A B Width=3.5 Min R
NCBCLL:10.00 Code/Misc Criteria Creep Factor.2.0 r9 eq= 1.5
TCDL:4.2 psf C B Width=3.5 Min R 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.924 eq=
TPI Std2014 Max CSI: 0.972 Bearings A&li are a rigid surface.
Load Duration:1.25 MWFRS : ax Parallel Dist:0 to h/2 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 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:not in 4.50 ft FT/RT20(0)/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 A-B 354-1157 B-C 341 -1158
Lumber
Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens.
Bot chord 2x4 SP#2 —_ Comp.
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 Ply(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. C'
Additional Notes •e:••.'emsbe 00
r c�•� �A-
Refer to General Notes for additional information O ee L sw -••Y/ti
c •V
•
•
No. 8
ATE OF •ice
0 0R�pP•i°' •
#0 278
fO�fAt��,
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 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 JoinfDetails, unless noted otherwise. kefer 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 M1f�V/COW'�1Y
truss in conformance with ANSIITPI 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 essrona engineering responsibility solely for the des n shown. The suiFabdrty
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: w al ineitw.com;TPI: www.t Inst.org,SBCA: www.sbandustry Wm,ICC. www=Safe org Orlando FL,32821
SEQN:731622 T11 COMN Ply: 1 Job Number: 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA)
DrwNo: 319.18.0843.17820
Truss Label: B02 GA / DF 11/15/2018
9'6"8
r 9'6"8 - 96"8
SS0508
C
12
5 p
N
f7
N O
V
V
1B D
at A E
F
2X4(A1) =5X5 -2X4(A1)
19'1"
1,4,. 9'6"8 191
1" 1 4
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 Lldefl 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 /L1 /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 /- !- /431 /180 A
EXP:C Kzt:NA
Des Ld: 37.00 HORZ(TL): 0.034 F - - Wind reactions based on MWFRS
Mean Height:15.00 ft B B Width=3.5 Min R 1.
NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 r9 eq= 5
Soffit: tion: BCDL:5.0 psf MaxBldg Code: FBC 2017 RES TC CSI: 0. Bearings B&D are a rigid surface.D Brg Width=3.5 Min Req= 1.5
Load Duration:i 1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.963 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:Any 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,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)
C
T
Webs Tens.Comp.
to laterally brace chords as follows: We
Chord Spacing(in oc) Start(ft) End(ft)
C-F 425 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. (LS F1 w
Additional Notes �••^"••"•a �!
Refer to General Notes for additional information O••,•• `GE�rSn•••�C
•
•
No. 648
• • 1
ATE OF r c�
•
�.,��oROeaa_�oPa
#0 278 Al
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
Componenf Safety Information,by TPI and SBCA) r 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 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 they
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 ro7essionaf engineering responsibility solely for the des! n shown. The sui g bllity
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIrfPI 1 Sen. Suite 305
For more information see this job's geneml notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. inst. ;SBCA: www.sbandust .mm;ICC:wwwiccsafe.org Orlando FL,32821
SEQN:523484 T28 GABL Ply: 1 Job Number. 18-2539
Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0843.22980
Truss Label: B03 GA / DF 11/15/2018
31010 96"8 15'2"6 10'531911"
r7�3 3'2"14 T— 5'T'14 57"14 3714 7'3
�--318"8 -}--2'—{
I YP) =4X4
T12 T
_ 5F_- 3X4
0
- �3X4
J
SC1 SC2 e
B
=2X4(X5�) =399 - �4��r)
19'1"
1.4• 19'1" 1'4"
19'1"
(NNL) (NNL)
TV ---5'4"--
Loading
--5'4" -Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/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): 0.002 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 /_ A /37 /18 /6
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D - - Wind reactions based on MWFRS
EXP:C Kzt:NA
Des Ld: 37.00 Mean Height 15.00 ft HORZ(TL):0.001 D - - V Big Width=229 Min Req=-
NCBCLL: 10.00 Code/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: 0.300
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/RT20(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
BC 75 0.29 18.79
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above. ••v^ .•e ,•Y•J.w_
NS • '(//^�
Wind Q•• i � ••V"
Wind loads based on MWFRS with additional C&C +•
member design. • �T'f V48 6
No.
y • ' y
ATE OF t cr
��•�(OR�OP,f �'
�IA%.
ao 27s
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,in Aalling and bracing. Refer to and follow the latest edition of BCS](Building
Component Safety Information,b 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 bracin installed per BCSI sections B3,B7 or 610, _
as applicable. Apply Abates 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,a division of ITW Buildingp Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ALPIw,"o J
truss in conformance with ANSI/TPI 1,or for handlingg,,shipping,installation and bracing of trussesA seal on this drawing or cover pa�ge._ 6750 Forum Drive
I
isting this drawing,indicates acceptance of pro7essione engineering responsibility solely for the desi n shown. The suitability
and use of this rawing 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 geneml notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. pnst. ;SBCA: www.sbcindust .wm;ICC:wwwjwmfe.org Orlando FL,32821
SEAN:731643 T19 JACK Ply: t Job Number. 18-2539
Cust•R215 JRet 1WG22150004
FROM:EG Ory: 2 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0843.32310
Truss Label: J01 GA / DF 11/15/2018
12
5 C
B Ln
00
41 -
A A M
D
2X4(A1)
Vof
11"11
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum R•actlons(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell LAI 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 /144 773 /30
BCDL: 10.00 Risk Category:It Snow Duration:NA HORZ(LL):-0.000 D D 7 /-11 /- /15 /12 /-
EXP:C Kzt:NA
Des Ld: 37.00 HORZ(TL):0.000 D - - C - /-37 /- /30 /35 /-
Mean Height 15.00 ft
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: 0.278 � �_
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.034 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 Brg Width=1.5 Min Req=-
Loc.from endwall:Any 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#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. C
Additional Notes r@ `
Refer to General Notes for additional information e•• s•^
068.0'. ��
Provide(2)16d common(0.162"x3.5")toe-nails at top chord. O SF •fi
ii
Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord.
•
No. 8
e •
3
e ATE OF
OR10�
a0 278 l��IAL
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,instelling.and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r safety practices poor 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
attache,rapid ceiling Locations shown for permanent lateral 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 gDetails, unless noted otherwise. f�efer to ALPINE
LPI N E
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW 8uildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the u mvcowwn
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 drawing indicates acceptance of pro7essronaf engineering responsibility solely for the des�ign shown. The suifablllty Suite For
and use of this drawing for any structure is the responsibility of the building Desigrfer per ANSI/TPI 1 Sec.2. 305
For, more information see this job's general notes page and these web sites: ALPINE: wwwal ineitw.c m,TPI: www.t inst org,SBCA: www.sbdndust .com;ICC:w Jccsafe.org Orlando FL,32821
SEQN:731636 T15 JACK Ply: 1 Job Number 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qly 4 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0843.38580
Truss Label: J02 GA / DF 11/15!2018
12
5 C
B �
T
41 a0
D
=2 (Al)4
Fi
1'4" + 11
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/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):NA Loc R+ /R- __/.Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 191 /- /_ /151 778 /29
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D D 8 /-10 /- /15 /12 P
EXP:C Kzt:NA
Des Ld: 37.00 HORZ(TL):0.000 D - - C - /-36 /- /32 /37 /-
Mean Height 15.00 ft
NCBCLL:10.00 Code I 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=-
Spacing:24.0 C&C Dist a:3.00 ft P
Re Fac:Yes Max Web CSI: 0.000 C Brg Width=1.5 Min Req=-
"
Bearing B is a rigid surface.
Loc.from pi:wall-0.18 Any 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 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.
Left cantilever is exposed to wind
Additional Notes v �:.•...� �
Refer to General Notes for additional information Q e• `GV4_4 q`6•• p
Provide(2)16d common(0.162"x3.5")toe-nails at top chord. •e e•�
Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. •
•
y • = y
l� a ATE OF
-- 22§�_ i
#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,byy TPI an 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 properly
attached rigid ceiling Locations shown for oenmanent 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. Defer to A 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
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 )essionar engineering responsfbifi v solely for the des�iggn shown. The suit-ability Suite 305
and use of this drawing for any structure is the responsibility of the building Desig er per ANSI7TPI 1 Sec.2.
For more information see this job's geneml rates page and these web sites:ALPINE:www.al ineitw.wm;TPI:www. Inst.org SBCA: wwwsbondust wm;ICC:www=ce fe org Orlando FL,32821
SEAN: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 / DF 11/15/2018
12 C
5 T T
B Zo Lo
A11 � N
D
2X4(A1)
1'4" 2'11"11_
2'11"11
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deff/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:II Snow Duration:NA HORZ(LL): 0.001 D D 49 A A /26 /-
XP:C Kzt:NA /-
E
Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL):0.001 D - - C 57 /- /- /26 /33 /-
NCBCLL:10.00 Code/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: 0.317 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=-
Re Fac:Yes Max Web CSI: 0.000 C ing Width i 1.id Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft p 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 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 v C...�eq
Provide(2)16d common(0.162"x3.5")toe-nails at top chord. E
O •e. �vNS••�ee
Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord.
s
No. 8
ATE QF .i
#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 proppeerly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10,
as applicable. AppTy plates to each face of truss and position as shown above and on the Joint9Details, 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 M „
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 professional engineering responsibility solely for the design shown. The .pulAtdrty
and use of this drawing for any structure is the responsibility of the building Desigrfer per ANSI/TPI 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.sbcindust .com•ICC:www.ieessfe.o Orlando FL,32821
SEAN:731637 T14 JACK Pty: 1 Job Number: 18-2539 Cust:R215 JRef: IWG22150004
FROM:EG Qty: 4 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0843.45420
Truss Label: J04 GA / DF 11/15/2018
12 C
5 F,--- T I
La
B io un
A � N
D
2M(A1)
f 1�
— 1'4"
2'11"11
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 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 221 /- /- /145 /49 /59
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D D 48 /- /- /26 /- A
EXP:C Kzt:NA
Des Ld: 37.00 HORZ(TL):0.001 D - - C 56 /- /- 126 /33 /-
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=3.0 Min R 1.5
BCDL:5.0 psi
Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.317 eq
TPI Std: 2014 Max BC CSI: 0.068 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 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 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 000
G` C'`
Additional Notes ..... •"n
Refer to General Notes for additional information O ��•� �V Lr♦S��•�•-G1
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. 848 ;
.q ATE OF req
�9 •
�i�Z•�lOR%10,0
a0 278 ` 1�AWL
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)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted ojherwise,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 610,
as applicable. Apply plates to each face'o truss and position as shown above and on the JO 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 M rte,,
truss in conformance with ANSII_PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,. 6750 Forum Drive
listing this drawing indicates acceptance of pro7essronai engineering responsibilrtv solely for the design shown. The suifabilrty
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 enem]notes page and these web sites:ALPINE:www.al inedw.com;TPI:www. inst. ;SBCA:www.sbandust .com;ICC:www.iccsafe.o Orlando FL,32821
SEQN:731641 T17 JACK Ply: 1 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 11/15/2018
C
12
5
(V �
r
B fV
A
D
--2X4(Al)
4'11"11 �
4'11"11
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(l)s)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in loc Udefl LIS GravBY 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 285 /- !- /180 /55 /89
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):0.005 D - - D 87 /- P /47 /-
XP:C Kzt:NA /-
E
Des Ld: 37.00 HORZ(TL):0.008 D - - C 114 /- /- /57 /62 !-
Mean Height:15.00 ft
NCBCLL: 10.00 Code/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 e9=
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.235 D Brg Width=1.5 Min Req=-
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 It 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):
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 (��►J FtF
Refer to General Notes for additional information ••'•'•e„•
Provide(2)16d common(0.162"x3.5")toe-nails at top chord. O ••• GENS 96••'OG1
Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. .•
•
•
No. 648 oil
• ATE 4F c>;
��Z•�l OR��P`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,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 bracing installed per BCSI sections B3,B7 or B10, A�
as applicable. Apply Agates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to /•"7 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 wrtwr uron.
truss in conformance with ANSIq Pl 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) 2 ionai engineering responsibility solely for the design shown. The suifabildy Suite 305
and use of this drawing for any structure is the responsibility of the building Desigrfer per ANSUTPI 1 S8c.2.
For more information see this job's geneml notes page and these web sites: ALPINES www.al inedw.wm;TPI:www. inst. ;SBCA:www.sbdndust .mm,ICG www.i fe org Odando FL,32821
SEQN:731638 T13 JACK Ply: 1 Job Number. 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Oty: 2 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0843.59450
Truss Label: J06 GA / DF 11/15/2018
C
12
5 F,--- T I
04
B iv
A
D
=2 4(A1)
Ii
1'4" + 411"11
4'11"11
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 L/defl L/0 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 287 /_ /_ /181 /56 /89
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D - - D 87 /- /- /46 /- P
EXP:C Kzt:NA
Des Ld: 37.00 HORZ(TL):0.008 D - - C 113 /- /- /56 /62 /-
Mean Height:15.00 ft
NCBCLL:10.00 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: 0.307 � �_
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.234 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 Bearing B is a rigid surface.
Loc.from endwalI: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 58 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. .Bwwwuft
mu—
Left cantilever is exposed to wind AS t-
Additional Notes p••••••en M!
Refer to General Notes for additional information O•e ee `G ENS�•.e•��1
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. 648
ATE OF
��OR�OPd k.►
#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 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 forpermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer 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 pro7essionaf engineering re )risibility solely for the design shown. The suiFability
and use of this drawing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 5ec.2. Suite 305
For more information see this job's geneml notes page and these web sites: ALPINE: www.al ineilw.c ;TPI:www. Inst. ;SBCA: werw.sbdndu .00m;ICC:www.kc fe.org Orlando FL,32821
SEAN:731644 T27 EJAC Ply: 1 Job Number: 18-2539 Cu
R215 JRef: 1WG22150004
FROM:EG Qty: 4 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0844.05530
Truss Label: J07 GA / DF 11/15/2018
4'70121 "8
r 47'12 !�2
1112X3
12 T
5 �
r
c r'
(V O
q� B � N
1 A
F
4(A1) 2 4 X4
1 A 4'808
47'12
4'T'12
2
'1 '.8
Loading Criteria(psi) 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 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 280 /_ /_ /177 /54 /87
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 F - E 166 /- /- /102 /50 /-
EXP:C Kzt:NA HORZ L:0.006 F - Wind reactions based on MWFRS
Des 37.00 Mean Height:15.00 ft )
NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Big Width=3.0 Min Req= 1.5
TCDL:4.2 psf E Brg Width=3.5 Min R 1.5
Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.258
Req=
p Bearings B&F are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.200 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.073
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
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
member design. .,�il FtE
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind O •,e ;^C;•°geee_1*
Additional Notes •e .:
Refer to General Notes for additional information i
No. 648
,q ATE OF
ORVQ
ao 278
j0lVA16
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 pnor to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have propedy 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 810,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer 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
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover t%e,, 6750 Forum Drive
I
isting this drawing indicates acceptance of pro7essionat engineering responsibility solely for the desr n shown. The su' bhlity Suite 305
and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sbc.2.
For more information see this job's geneml notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. inst ;SBCA:w .sbcindust .mm;ICC:w Jccsafe.org Orlando FL,32821
SEAN:731640 T20 EJAC PN: 1 Job Number. 18-2539 JDwNo:
st:R215 JRef: 1 WG22150004
FROM:EG Qly: 4 1202 JASMIN STREET(BEGONIA) 319.18.0844.12623
Truss Label: J08 A ! OF 11/1501018
C
12
5
Fh �
io
B
A
D
2M(A1)
7
1r4" 1
7'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/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/i 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 /- /- /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 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.638 eq_
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=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 C Brg Width Min Req=-
FT/RT:20 Bearing B is a rigid d surface.
0!100
Loc.from endwall:not in 4.50 ft ( ) ( ) 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 r�S F��
Refer to General Notes for additional information •••..•••.•q•
Provide(2)16d common(0.162"x3.5")toe-nails at top chord. O •.• �GEkS, ••� 0
-s
Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. ee ••V
•
•
•
No. 648
* ' ? *
ATE OF r ar
a0 27s
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 dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeefly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or B10,
as applicable. Apply Agates to each face of truss and position as shown above and on the Join gDetails, unless noted otherwise. Refer to ALPINE
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
truss in conformance with ANSI�PI 1,or for handling,shippinlq,installation and bracing of trussesA seal on this drawing or cover pa�e,, 6750 Forum Drive
listing this drawing indicates acceptance of pro7essionar engineering responsibility solely for the design shown. The su' bflity Suite 305
and use of this drawing for any structure is the responsibility of the building Desigrier per ANSI/TPI 1 Sec.2.
Por more information see this job's general notes page and these web sites: ALPINE. wwwal ineitw.com;TPI: www. inst. ;SBCA: wwwsbandust wm;ICC:wwwiocsafe.org Orlando FL,32821
SEAN:731639 T22 EJAC Ply: 1 Job Number. 18-2539 Cust:R215 JRef: IWG22150004
FROM:EG Qty: 3 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0844.21060
Truss Label: J09 GA / DF 11/15/2018
C
12
5
in r-
ih �
io
B
A t
A
D
4(A1)
I �
1'4" 7' I
7'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) De111ICS1 Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 PgNA Ct:NA CAT:NA PP Dellection 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 /- /-
XP:C Kzt:NA
E
Des Ld: 37.00 HORZ(TL):0.027 D - - C 167 /- /- /85 /91 !-
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria C Wind reactions based on MWFRS
TCDL:4.2 psf reap Factor.2.0
Soffit: 2.00 BCOL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.634 B Big Width=3.0 Min Req= 1.5
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.485 D Brg Width=1.5 Min Req=-
Re Fac:Yes Max Web CSI:0.000 C Big Width=1.id Min Req=-
Specing:24.0" C&C Dista:3.00 ft P
FT/RT:20 0/10 0 Bearings is a rigid surfahave e.
forces
Loc.from endwall:not in 4.50 ft ( ) ( ) 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 0.17 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.
Left cantilever is exposed to wind r F
Additional Notes
Refer to General Notes for additional information Q •••• �GLNS•'�'•• /�
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. 648
.q ATE OF i c�
*00 ORvaP��
#0 8 NAIL
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 properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,87 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the JOIn�Details, unless noted otherwise. Refer 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 ALPINE
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 drawinlr indicates acceptance of p ) sionar engineering responsibility solely for the desll'99n shown. The suiFabrlrty Suite 3o5
and use off this aiawing for any structure is the responsibility of the building Desigrfer per ANSVTPI 1 5ec.2.
For, more information see this job's geneml notes page and these web sites:ALPINE:www.al ineitw.=n;TPI:www. inst. ;SBCA:www.sbandust .cpm;ICC:wwwAcceafe.org Orlando FL,32821
SEAN: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 11/15/2018
_ 6'9"4 7'
6'9"4 2
CD
12 I
5
W
1 t
rn
fV �
B
q 1
F
2X4(A1)
�- 1'4" 6'9"4
6'9"4
2"d 2
7
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 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 E' 201 /- /- /114 /76 /17
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 F C - /-803 /- /391 /424 /-
EXP:C Kzt:NA
Des Ld: 37.00 HORZ(TL):0.021 F - - D /-802
Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 Wind reactions based on MWFRS
NCBCLL: 10.00 TCDL:4.2 psf
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.500 E Brg Width=84.0 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h
TPI Std: 2014 Max BC CSI: 0.424 C Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.271 Bearing B is a rigid surface.
Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s): Maximum Web Forces Per Ply(lbs)
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 �• AS' �:/�•
Wind loads based on MWFRS with additional C&C •,...•.••q !�
member design. O••••• NS
`GE ••••.••
Additional Notes �•
•
Refer to General Notes for additional information Q�
Negative reaction(s)of-803#MAX.from a non-wind No. 648
load case requires uplift connection.See Maximum •
Reactions.
Provide hanger or special connection at top chord. : A�E OF •� _
O�.•�(�OR�QP��
#0 278
AL
11/15/20)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
Componenf Safety Information,by TPI and SBCA)fog safe y 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
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 Join f Details, unless noted otherwise. kefer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Built Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M, rte,,
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page._ 6750 Forum Drive
listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the desg/gn 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 general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www inst. ;SBCA:w .sbcindust .wm;ICC:w Jccsafe.org Orlando FL,32821
SEQN:731663 T23 EJAC Py: 1 Job Number. 18-2539 Cust:R215 JRef: IWG22150004
FROM:EG QK 4 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0841.50610
Truss Label: J11 GA / OF 1 1/1 5201 8
E
12 T
5 F7,-
3
III C 3 � M
io
T BG F
A H / 12
12
2X4(A1) %4X4 2X4
1r4n + 2,3X8 r
} 4 "8
Loading Criteria(psf) 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 Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.108 G 758 240 Loc 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:11 Snow Duration:NA HORZ(LL): 0.041 H - - F 121 /- /- !74 /- /-
EXP:C Kzt:NA HORZ L
Des 37.00 Mean Height:15.00 ft (T ) 0.07 H - Wind reactions based on MWFRS /75 /-
NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.00
TCDL:4.2 psf B B Width=3.5 Min R 1.5
BCDL:5.0 psf
Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.574 eq=
TPI Std: 2014 Max BC CSI: 0.454 F Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h E Big Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.052 Bearing B is a rigid surface.
Loc.from endwall:not in 9.00 it FT/RT20(0)/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. Chords Tens. Comp.
Lumber
Top chord 2x4 SP#2 B-C 117 -441 C-D 157 467
Bot chord 2x4 SP#2
Webs 2x4 SP#2 Maximum Bot Chord Forces Per Py(Ibs)
Chords Tens.Comp. Chords_Tens. Comp.
Purilns 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
BC 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 � S
member design. .�•cc••r.s
Additional Notes O••eee f\CjLi�$�•.ei:V-
Refer to General Notes for additional information
Provide(2)16d common(0.162"x3.5")toe-nails at top chord. p
i
Provide(2)16d common(0.162"x3.5")toe-nails at bottom chord. No. 8
•
ATE OF f
%ftaie
f01VA1.��,
#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,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCS](Building
Componenf Safety Information,byy TPI and SBCA)fo'r safety practices pnor to performing these functions. Installers shall provide temporary
bracing per SCSI.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 810,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to ALPINE
�
drawings 16OA-Z for standard plate positions. /`'1 LPI N E
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,shippin ,installation and bracing of trussesA seal on this drawing or cover pa e,, 6750 Forum Drive
listing this drawing indicates acceptance of p ) sswnal engineering responsibility solely for the design shown. The suiFability
and use of this i9rawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 gec.2. Suite 305
For more information see this job's geneml notes page and these web sites. ALPINE. www.al ineitw com,TPI. www tirinst.org,SBCA_www.sbdndust .mm;ICCwww.iccsafe.org Orlando FL,32821
SEQN:731608 T10 MONO Ply: 1 Job Number. 18-2539 CustR215 JRef: 1WG22150004
FROM:EG Qty: 2 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0842.02190
Tnus Label: J12 GA / DF 11/15/2018
1112X3
12
5 p
_ N
N zo
B
A
D
4(A1) 1112X5
I" 6'2"
I
1'4" 6'4"f 1
6'4"
Loading Criteria(psf) 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):NA Loc R+ /R- Rh /Rw /IJ /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 335 /- /208 161 /109
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):0.009 D - - D 221 A 1137 /66 1-
EXP:C Kzt:NA
Des Ld: 37.00 HORZ(TL):0.017 D - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.2.0 B Big Width=3.0 Min Req= 1.5
TCDL:4.2 psf D B Width=- Min Re
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.448 Bearing is a rigid surface. Q
Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.359 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.124
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
member design.
Right end vertical not exposed to wind pressure.
Bruer•
Left cantilever is exposed to wind �•e/+c ••�
Additional Notes O •• vL���e•1*�
Refer to General Notes for additional information �;
• NO. •
a •
r s
• ATE OF =
OR�OP .t '
+.....Ai
#0 278 DNAL
)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,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 oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
aftached riclid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 83,B7 or 810,
as applicable. Apply plate'to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to LP I 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/TPI 1,or for handlin �shippin ,installation and bracing of trussesA seal on this drawing or cover pa a.. 6750 Forum Drive
listingthis drawing,indicates acceptance of proppessiona engineering responsibility solely for the design shown. The sui£ablllty
and se of this drawing for any structure is the responsibil!ty of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305
For more infonnafion see this job's general notes page and these web sites:ALPINE. www.al ineitw.com;TPI: www.tpinst.org,SBCAwww.sbandust .com;ICC-www,,ccsafe.org Orlando FL,32821
SEAN:731657 T24 HIP_ Ply: 1 Job Number. 18-2539 Cust:R215 JRef 1WG22150004
FROM:EG ON:
1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0842.09343
Truss Label: J13 GA / DF 11/15/2018
L 4'11"6 9'10"13
r 4'11"6 4'11"6
D
12
3.54 ;3X4
C t,.)
N �
CM Q1
M
B
ts3 A R W4
G FE
--2X4(A1) 1112X3 -3X3
�— 1,10"10 —f— 4'9"10 4'6"1 7"1
4'9"10 9712 9'1013
Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Pf in PSF) D9=31 Criteria ♦Maximum Resclbns(Its)
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 /_ /_ /_ /102 P
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 F - - E 329 /- A P /9 P
EXP:C Kzt:NA
Des Ld: 37.00 Mean Height 15.00 h HORZ(TL):0.013 F - - D 242 /- /- /- /113 /-
NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.2 psf B 8 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=-
Re Fac:No Max Web CSI: 0.384 D Big Width=1.5 Min Req=-
Spacing:24.0" C8C Dist a:3.00 ft P Bearing B is a rigid surface.
Loc.from endwall:NA FT/RT:20(0)/10(0)
GCpi:0.18 Plate Type(s): Members not listed have forces less than 375#
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 178 -859
Top chord 2x4 SP#2
Bot chord 2x4 Maximum Bot Chord Forces Per PI lbs
Webs 2x4 SP#22 #2
Y(lbs)
Chords Tens.Comp. Chords_ Tens. Comp.
Purlins B-G 814 -166 G-F 805 -172
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: Maximum Web Forces Per P
Chord Spacing(in oc) Start(ft) End(ft) N(lbs
)
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. •"••^C!'•eq• •�j��
Additional Notes Q� EN
` �� ei•V
Refer to General Notes for additional information 'L•
Provide(2)16d common(0.1674.5")toe-nails at top chord. 4WD 8 i
Provide(3)16d common(0.162"x3.5")toe-nails at bottom chord. e
• ATE OF ei
OR �
#0 278 �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,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, ALPINE
as applicable. AppTy 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 Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the � rte,,
truss in conformance with ANSI A_
1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,_ 6750 Forum Drive
listing this drawing indicates acceptance of pro essrona 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 inforrnabon see this job's general notes page and these web sites:ALPINE: www.al ineitw.c ;TPI www.t instor;SBCA: www.sbcindust .com;ICC:www.tocsafe.org Orlando FL,32821
SEQN:731652 T16 HIP_ Ply: 1 Job Number: 18-2539 1 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0842.14647
Truss Label: J14 GA / OF 11/15/2018
4'11"6 9'10'13
4'11"6 + V11'6
D
12
3.54 l� ;3X4
C rt
(V �
fQ W
C"?y3 B
A
G FE
2X4(A1) 1112X3 =-3X3
2f'11]3
4'9"10 4'6"1 7"1
�— 1'10"10 4'9"10 9712 9'1 13
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeWCSI Criteria ♦Maximum 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): 0.024 G 999 240 Loc R+ /R- /R_h /Rw /U /RL
BC LL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):0.043 G 999 180 B 393 A /- P /102 A
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 F - - E 309 A P A /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 BCOL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.299 _
E Brg Width=1.5 Min Req=-
TPI Std: 2014 Max BC CSI: 0.220
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.353 Bearing B is D Big Widt rigid surface.
Loc.from endwall:NA FT/RT:20(0)/10(0)
GCpi:0.18 Plate Type(s): Members not listed have forces less than 375#
Maximum Top Chord Forces Per Pty(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 Pty(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 Ply(lbs)
BC 75 0.24 9.90 Webs Tens.Comp.
Apply purlins to any chords above or below fillers C-F 164 -776
at 24"OC unless shown otherwise above.
Loading
The following trusses need concentrated loads at the IA11/M
end of their overhangs:3-0-0 span/setback member �
on the 0-2-0 cant side requires 25 lbs and the 3-0-0 FL
span/setback member on the 0-2-0 cant side requires •••.. �� ��
25 lbs. O ••• r•
`CjE �•••••
Sub-fascia beam assumptions:4-4-0 sub-fascia beam • • •
on the 0-2-0 canblever side.4-4-0 sub-fascia beam on • / •�
the 0-2-0 cantilever side. •
Hipjack supports 7-0-0 setback jacks with 0-2-0 •
No. 648
cantilever one face;0-2-0 cantilever opposite face. • 1
= 7C
Wind
Wind loads and reactions based on MWFRS. ATE OF Pe
Left cantilever is exposed to wind ow
pp�, l��,��
Additional Notes w •� �/
Refer to General Notes for additional information {
Provide(2)16d common(0.162"x3.5")toe-nails at top chord. #0 278 AL
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,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,byy TPI and SBCA) 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 proppeerly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3,B7 or B10,
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 PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e,, 6750 Forum Drive
listing this drawin indicates acceptance of pro essiona engineering responsibility solely for the design shown. The su bdrty
and use of this g�awing for any structure is the responsibility of the Building Designer per ANSMI 1 gec.2. Suite 305
For more information see this job's geneml notes page and these web sites: ALPINE: wwwal ineitw.mm;TPIwwwtpinst. ;SBCA:www.sbandust .00m;ICC www.tmsafe 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 / DF 11/15/2018
674 11 0"
r 67"4 2
1112X3 D
,2
3 T l
.54 p
"v m
fV C
B � fV
r3 3LJ
A
F
g2X4(Al) 1112X4
6'6"6
�—1'10"10 674
67"4 �12
0
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg Pf in PSF) DeflfCSi Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in loc L/dell 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 /_ /- 172 /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HO - -
EXP:C Kzt:NA RZ(LL):0.004 F E 231 /- /- /- !47 /-
Des Ld: 37.00 HORZ(TL):0.008 F - - Wind reactions based on MWFRS
Mean Height:15.00 k B Br Width=4 2 Min Re 1.5
NCBCLL:0.00 Code/Misc Criteria Creep Factor.2.0 9 q=
TCDL:4.2 psf E Brg Width=4.9 Min Req= 1.5
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.411
Load Duration:1.25 MWFRS Parallel Dist.0 to h/2 TPI Std: 2014 Max BC CSI: 0.204 Bearings B li are a rigid surface
Re Fac:No Max Web CSI:0.075 Members nott listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft P
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 pudins
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 W►M/qft
end of their overhangs:3-0-0 span/setback member r��
on the 0-2-8 cant side requires 26 Itis s and the 3-0-0
span/setback member on the 0-2-8 cant side requires �/.+.•••••�„ V
26 lbs. O e••• EN 11% V'
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.
Hipjack supports 4-10-0 setback jacks with 0-2-8 �
No. 648 ;
cantilever one face;0-2-8 cantilever opposite face. • _
Wind 00ATE OF
Wind loads and reactions based on MWFRS. �♦ ttt�,
Right end vertical not exposed to wind pressure. Q��`O iOA►�••LV
Lek cantilever is exposed to wind — R re•
MM�
Additional Notesf ONA�
Refer to General Notes for additional information #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,handlinq 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 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. A_ plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer 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 handlingg,,shippinqg,installation and bracing of trussesA seal on this drawing or cover pa
ga.. 6750 Forum Drive
listing this drawing indicates acceptance of pproTessronaT engineering responsibility solely for the design shown. The sui£abtlrty
and use of this drawing,
for any structure is fha responsibility of the Building Designer per ANSIITPI 1 Sec.2. Suite 305
for more information sea this job's general notes page and these web sites: ALPINE, www.al ineitw.com;TPI: www. Inst. ;SBCA:www.sbandu .corn;ICC:wwwJccsafe.org Orlando FL,32821
SEQN:731629 T25 GABL Py: 1 Job Number: 18-2539 Cust:R215 JRef: 1WG22150004
FROM:EG Qty: 1 1202 JASMIN STREET(BEGONIA) DrwNo: 319.18.0842.26363
Truss Label: M01 GA / DF 11/15/2018
2'38 4'5"3 4ifj"15
- 2'3"8 _1' 2'1"12 --T42
1112X22
12 T 5 �
fV co
N b,
B fV
A
E
2X4(A1) 1112X4 1
i 4'6"15
2'3"8 2'1"12 J"112
�—1'4"�f 2,3"8 '1 4'5"3 4 '15
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 Udefl L/# Gravity 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:II 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 Brg Width=54.9 Min Req
NCBCLL:10.00 TCDL:4.2 psf P =-
MeHeight:15.00 ft Code/Misc Criteria Creep Factor:2.0 Bearing B is a rigid surface.
Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.158 Members not listed have forces less than 375#
Load Duration:1.25 MWFRS Parallel Dist.0 to h12 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. �+ r
Wind f:�►+7 FtF
Wind loads based on MWFRS with additional C&C •••••••••°ae:•l
member design. O••••• �GEIVSF•�••�G'
Right end vertical not exposed to wind pressure.
•
•
Additional Notes No. 648
Refer to General Notes for additional information • •
See DWGS A14015ENG101014&GBLLETIN0118 for • i
gable wind bracing and other requirements. ATE OF •
s�
o ti SCO -JIRO. f
� AtA1.�G,
#0 27s
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) 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 properylr y
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, A�
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, 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 w,
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 drawin indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui9 bdrty
and use of this �iawing for any structure is the responsibility of the building Designer per ANSIrfPI 1 Stec.2. Suite 305
For more infonnabon see this job's general rotes page and these web sites:ALPINE:www.al ineitw.wm;TPI:wwwtpinst. ;SBCA: w .sbdndust .corn;ICC:-iccsafe.org Onando FL,32821
SEQN:731632 T35 VAL Py: 1 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(D8R) m
Ll
CD
1112X4
f 3'8"—
3'8"
3'8"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1ICSl Criteria ♦Maximum Reactions(lbs),or'=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:N 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 D' 75 /- A /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 Brg Width=44.0 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: 2.00 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/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 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
member design.
Additional Notes ,•.J•''e ..�.•o•:'�/�
Refer to General Notes for additional information O••••• �CjE�s�••••�V-
See DWG VAL160101014 for valley details. �•
•
No. 8
• ATE OF i
� OR10�'''� �
lOIVAL��,
#0 27s
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,installingand 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 o1herwise,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 610, A
as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE
drawings 16OA-Z for standard plate positions. A
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 ANSII_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 pro7essronal engineering responsibility solely for the design shown. The suiMility
and use of this drawing,
for any structure is the responsibility of the Building Desigrier per ANSIfTPI 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.sbcindust .corn;ICC:wwwiccsafe.org Orlando FL,32821
SEQN:731635 T29 VAL Py: 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 11/158018
12
5 G
2X4(D8R) B
A
m
CD
�— 1r8e
11811
E
118"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:INA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 130 mph K.NA Ce:NA VERT(LL): 0.001 B 999 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.001 B 999 180 D' 75 P /35 P /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: 2.00 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 M111tN
member design � Is
Additional Notes
�•sureeq
Refer to General Notes for additional information •• ENs••••
See DWG VAL160101014 for valley details �••• G ti•V-
•
No. 8
ATE OF oft
OR%OP'''��i'
#0 278 A1.
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 properly
attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,67 or 810, A
as applicable. Apply plates to each face oftrussand position as shown above and on the JoinCDetails, unless noted otherwise. Refer to ALPINE
NEdrawings 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 drawing indicates acceptance of proTessional engineering responsibility solely for the design shown. The suifablllty
and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305
For more information see this bb's geneml notes page and these web sites: ALPINE: wwwal ineitw.c rn,TPI:www.tpinstorg,SBCA: www.sbandust .com;ICC: www.kcsafe.prg Orlando FL,32821
CLR Reinforcing Member Substitution
T-Reinforcement
This detail Is to be used when a Continuous Laterai 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'x3A',min) na%s
at 6' o.c. Reinforcing member Is
Notesi 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-ReMf. L-Reinf.
Web Member Specified CLR Alternative Relnforecement Scab Reinforcement
Size Restraint T- or L- Reinf. Scab Reinf.
2x3 or 2x4 1 row 2x4 I-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',m1n) nails
2x6 I row 2x4 1-2x6 at 6' o.c. Reinforcing member is a
2x6 2 rows 2x6 2-2x40p minimum 80% of web member length.
2x8 1 row 2x6 I-2x8
2x8 2 rows 2x6 2-2x6W
Scab Reinf.
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design.
Cap Center scab on wide face of web. Apply (1) scab to each
face of web. KZ
G�p►S FSM
vmMn..
K".0 m na'u"'l=to C LL PSF REF CLR Subst.
^ C DL PSF DATE 10/01/14
TATEF CDL PSF DRVG BRCLBSUB1014
JC LL PSF
v�....,r w+wr z 1-
".v..m M..w wa.z v°.s...ws p.a m+m�
N+rtwm wr mw� r w"mwa ar v.spa Mm rnL a i.�. ..�ORf ' TOT. LD. PSF
bt°Y°Uon\tMw oI trm.a �wwwiww• C1�
ws.m, /pNAL
13—a�..,wn o�rve ern ..-... iX.�>. r.r rro...mim i r.i`w� DUR. FAC.
sm ao
MarylanU HepMs.M083M:1 ; SPACING
Gable Stud Reinforcement Detail
ASCE 7-10; 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or. 120 ,ph Wind Speed,15'Mean Height,Partlally Enclosed,Exposure C,Kzt-1.00
Ur, 120 mph Wind Speed,15'Mean Height,Enclosed,Exposure 0,Kzt a 1.00
Or- 100 mph Wind Speed, 15'Mean Height,Partially Enclosed,Exposure D,Kzt= LOB
2x4 Brace (1)1x4 1'Brace s (1)2x4'L'Brace■t2)2x4'LBrace CI)2x6 1'Broce u C2)2x6 Y'Brace m Bracing Group Species and Grades,
Gable Vertical No
Spacing Species I Grade Braces Group A Group B Group A Group B Group A Group B Croup A Group B Group A Group B Group As
U SPFN1 / Y2 4'3' 7'3' 7'7' 8' 7' 8'11' 10'3' to, 8' 13'6' 14'0' 14'0' 14'0' BI 7 e2 TMtoMvd .2leS
Y3 4'V 6' 7' 7' I' 8'6' 8' 10• 10' V 10'6' 13'4' 13' to, 14'0' 14'(r e3 Stud 63 St.."
HF
F Stud 4'V 6' 7' 7'0' 8'6' 8'10' 10'1' t0'6' 13'4' 13' IO' 11'0' 11'00
O1 ' Standard 4'1' 5'g' 6'0' 7' 7' 8'1' 30'1' 10'6' 11'10' 12'8' 14'0' II'0' s Fir"L—h Southern P1•oass
Qj YI 4'6' 7'4' 7'8' 8'8• 9'0' 10'4' 10' 9' 13'8' 14'00 14'0' 14'0' Stud Stud
J S P N2 4'3' 7' 3' 7. 7' 8'7' e'11' 10'3' 10'B• 13'6' 14'0' 14'0' 14'0' Standard S
03 4'2' 1 6'0' 6' 4' 7' II' 8'6' 10'2' 10' 7' le 5' 13'4' 14'Ir I4'0'
(3 oi DFL Stud 4'2' 6'0' 6' 4' 7' 11' 8'6' 10'2' 10' 7' 12'5' 13. 4' 14'o' 14'0'
Standard 4'0• 5' 3' 5'7' 7. V 7'6' 9'61 10' L. 11.0' 11' t0' 14'o' 34.0• Group B-
U NI / N2 4'11' B'4' a,B' 9'10' IO' 3' 11'Ir 12'2' 14'0' 14'0' 14'0' 14'0' Nswie-
S P F Y3 4'B' 8'1' 8'B• 9'8' IO' V 11' 12'11 14'W 14'V 14'W 14'0'
i U HF Stud 4'B• w 1' B'6' 9'B' 10'1' 11'7' le 1' 14'0 14'0' 11.0' 14'0' Bt
O
Standard 1'B' 6' 11' 7'5' 9'3' 9'Il' IV 7• le 1' 14'0' 14'0' 14'0' 14'Cr f�v,� Southern
YI 5'V 8'5' 8'9' 9' 11' 10'4' ]l' 10' 12' 4' 14'0' 14'0' 14'0' 14'0' el el
a SP N2 4' 11' 8' 4' 8'8' 9't0• 10'3' 1t'8' 12'2' 14'0' 14'0' 14'0' 14'C' a s2
Y3 4'9• 7' 4' 1 7'9' 1 9.9' 10'2' 11'81 12' 1' 14'0' 14'V 14' 0' 14'0' 1 1x4 Braces shall be FOB(Stress-Rated hoard).
DFL Stud 1'9' 7'4' 7.9• 9'9' 10'2' 11'8• 12' 1' 14'0' 14.0' l4'o• 11'o• r 1.4 So.Pew n,e.very I.dustrbl r
Standard 4'8' 6' 5' 6' 10' 8' 7' 9'2' II'7' l2'1' 13'6' I4'0' l4'0' I4'0' 6dis-t 4s Strns-RaBoards.o,aQ
ter Boards. Y
Y1 / N2 5'5' 9'2' 9'6' 10' 10' 11'3' II'8' 13'5' 14'0' 14'0' 14'0' 14'0' voWes ma be used MM thrsr ad—
05 SPF Y3 51 1' 'o ' 4' 1'a, ll'1• I I —1-4F---14--V 11 --14V-- Gable Truss Detait Notes:
U HF Stud 5'1' 9'0• 9'4' 10'81 ll'1' 12'9' 13'3' 14'o• 14'Cr 14'B• 14'0' Wein d Lodenectan oteerbn Is L/240.O Standard 5'1' 8'0' 8'6' 10'8' IV 1' l2'9' 13'3' 14'0' 14'0' 14'0' 14'0' Prover,pwt co —tivw for R plf over
X YI 5'8' 9' 3' 9'8' l0' 11• ll'4' 13'0' 13'6' 14.0' 14'0' 14'0' 14.0' m,tex,ous bmrrp(5 psf TC Brad Loam.
P
d N2 5'5' 9'2' Sr 6' 10'10' ll'31 12'11' 13'5' 14'0' 14'0' 14'0' 14'0' Gape end supports load fro,.4'B'outlaoeers
Y3 5'3' 8'5' 9'o' l0'9' 11'2' 12' 10' 13'4' 11'11 14'or
14'0' 14'0' Wth,e V overhang,r I—dyeood overhang
.--( DFL Stud 5'3• 8'S' 9•o• lo'9• 11'2' 12' 10' 13'4' 14'B• 14'o• 11'0-
1
Standard 5'V 7'5' 7' 11' 9'll' 10' 7' 12'9' 13'3' 14'0' 14'(r 4'0'
S 1^ Attach'L'braces ehh IOd(012B'x3a'mW nags.
About
ape Truss IN
For(llbh space nabs at 2•o.G
h 18'endd raczones end{•oc betwNn zonal
Diagonal brace option BEB�or(2)1'bracer space nags at 3'oc.
vertical length nay be T in le'-W:vas and 6'o.c beteeen xaewa
douped ehen kg—i bro[ey oust br a xednes of text of.ee
brace r used Coeewct 1 newber lerpth
dagoeal brace for
4
t x' eb •L•
L Gabe Vertical Plate Sizes
t,zdch
rntlr14
■Bl Vertical L th Ifospy-
2x4 6-L e2 r Less then 4'7 INo r 2%3
better dagvwl r Grater than 4.V I3X1
Vertical Qenoth show, brace,
single e•oorx G. L
In tape b . double out V
445* (as shoeN t L 1 .Refr to cwwo.n tross design fr
,,carr en6 pew,,spice,and hoot pates.
Connect do at Refer to the B,dbp Beslgar for condtions
t of vertkw eeb. Refer to char t bo for• knl e t not addressed by this detas.
„aswBwWw 311,10&L 110=M TM REF ASCE7-10—GABI4015
Troves•eaA'e axwe,w In
cw r hwhutr0. dra, rrr M
rws a,.rt..t.due,or am aura cwpww,.a sr m .0 a DATE 10/01/14
pvctk..prtr m pwfarvep nrw f,.ca•,c actenw.rwu vo.We twowwr i
OF r C� DRVG A14015ENC101014
.vel a.,w.e.vpwty.tmdwd ermsbi/4 vvYer�p Laouvw rxw,iwfw,w..,t rtwal..eu.r,t
rad tir.besd.p ewtslre far BCSi ret6r sin:w,u eerbWe. 4fary pea«m • (�
"L.R
rgof t.r. fad for We v ur a,a,r Jwt MYs.uY�roM a1Mr r. A s�•(,
Rehr m cavae HMK isw�ss co" r.m P—
AN
or w,� �e-- 0R1Os,.`•_
AN IItW�MY1lIY q, wwp e,q feaiv m rAd ehr r rr`w e�1aw.cv a,wae'Lm� I-,rnrrb� *see.
r.me.trn a ar.�g w a..ws �' MAX. TOT. LD. 60 PSF
aeere�. edsm•.mfr o ee10NA1
13M3 Ri d prve egwMa eeaswrslq dwbn rvn. 1N wtrldq r,d,w rt las►sMp
3�ile pp hr eery eLwVe r Ya 1Iw=rrg,w�Z 11 LtL
u.nune mrdw.wo e3oa3 r,.[.'w�+f..�iam„r.n.�)°"'°"""'w"'°'°'w"""w"'r"' MAX. SPACING 24.0'
yrwea.y esu....radw.rr�a,®...,ccser.a.a
Gable Detail
J For Let-in Verticals Gable Truss Plate Sizes
Abo t + Refer to approprrt.Alpine gable detail for
e&*-pate sizes for vertical studs.
QRefer to Engineered truss design for peak,
spice,•eb,and heel pates.
Qlf gable vertical pates overl.p,use o
+ single pate that covers the total area of
the overlapped plates to spon the•ela
frtle + x4
vRticzl Example' 2
� � genOa
2X4 >P
2X8
'T' Reinforcement Attachment Detail
'r•ReY,ForCYg •T•R.aYr-.bV
* Merber' Menewr
'* + roe-roll -Or- End-nail
+ To convert from'L'to'T'reinforcing members,
Provide conn,ctions for uplift specif"on the engineig
engineered truss desn aproY aat Increase by length(based on
appropre Alpine gable detail).
Attach each'T'reinforcing member•Ith
End Driven Naos, Maximum allo•Oble'T'-Inf"ced gable vertical
1
8d Common(0.148'x 3.',min)NOLs at 4'o.c.plus length is 14' from top to bottom chord
(4)nails In the top and bottom chords. 'T'reinforcing member material rust match size,
R12M Sheathing Toenailed Nailv speck,and grade Of the'L'reinforcing member.
4)toeralksInh
( te top p and bottom chords.
Toenails at 4•oplus
4 Nall ( Web Length Increase w/ 'T' Brace
'T'Reinf.I 'T'
'T' This detail to be used dth the appropriate Alpine gable detail for ASCE Mbr.Size Increase
Remrcep nek'Id good
2x4 1 30 X
ASCE 7-05 Gable Detail Drawings Examples 2x6 11 20 X
A13015051014,A12015051014,A11015051014,A10015051014,A14015051014, ASCE 7-10 Vind Speed=120 mph
Gabs. w s A13030051014,A12030051014,A11030051014,A10030051014,A14030051014 Mean Roof height =30 ft,Kzt = 1.00
Truss SPaceO At ASCE 7-10 L ASCE 7-16 Gable Detail DIdei gs Gable Vertical =24'o.c SP 13
4'ac AI1515ENC100118,AI2015ENC100118,A14015ENC100118,A16015ENC100118, 'T'Reinforcing Member Size = 2.4
AlOMSENC100118,A20015ENC100118,A20015END100118,A200I5PE0100118, 'T'Brace Increase(From Above) = 30X= 1.30
A1153DENC100118,AI2030ENC100118,A1403DENC100118,Al 18, (1)2.4'L' Brace Length=8' 7'
A18030ENC1001l8,A20030ENC100118,A20030END100 E Md-.'T'R.Inforced Gable Vertical Length
SI1515ENC100118,SI2015ENCI00118,S1401SENC1 C I 1.30 x 8'7' = 11'2'
S18015ENCIOOI18,S20015ENC100118,S20015E •/�
S11530ENC100I18,S12030ENC100118,5140 •!•
4 NN S18030ENC100118,S20030ENC100118,
CHing See appropriate Alpine gable detail for na le vertic.%leng
No. 848
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278 11/152018 DUR. FAC. ANY
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Valley Detail - ASCE 7-10: 160 Mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1.00
Top Chord 2x4 SP 112N, 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 1113, SPF #1/#2, DF-L #2 or better. web, same species and grade or better, attached with 10d box
(0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous
x■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
Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Top chord of truss beneath valley set must be braced with:
Or properly attached, rated sheathing applied prior to valley truss
ASCE 7-10 140 mph. 30' Mean Height, Enclosed installation.
Building, Exp. D, Wind TC DL=5 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. B valley trusses used in lieu of
By y purlin spacing as specified on
Valleys short enough to be cut as solid triangular Engineer's seated design.
members from a single 2x6, or larger as required,
shall be permitted In lieu of fabricating from ■39 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 Palle �IT
12 Mnx.� Spacing
/
2X4 X4
Pitched Cut Square Cut Stubbed Valley ❑Ptional Hip
8-0-0 max Bottom Chord Bottom Chord End Detail Joint Detail
Valley Valle
4X4 Toe-nailed / y
12 or m n T u
ss e-
12 Max. t 2 o.,:.
X3 it
S t
IX3 6-0-0 ��\< #** a jj4
1X3 (Max Spacing) 2X4 Q`1' \(.9
1X3 5X4/SPL 1X3 0
SQ G�S Tiusses Partial Framing% X4
Supporting trusses at 24' o.c. maximum spacing.
TM a VNRCVM wMvwa TC L 30 30 0PSF REF VALLEY DETAIL
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M•ryYM H.Vft,MO $PACING 24.0'