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HomeMy WebLinkAboutTRUSSCUT0010 th
This document has been elec#'onicallyr signed
and sealed using a Digital Signature. Printed
copies wthout an original signature musst.. he
verged using the o+iginai electronic version..
ALPINE
AN ITW COMPANY
COA #0 278
04/29/2021
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32821
Phone: (800)755-6001
www.alpineitw.com
Site Information;
Pa P I
Customer: Central Florida Truss, Inc.
I Job Number: G8265
Job Descri tion: /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
Address: 10210 CARLTON RD., Ft Pierce, FL
Job Engineering Criteria:
Design Code: FBC 7th Ed. 2020 Res
IntelliVIEW Version: 20.02.00A
JRef#: lX4Z7610010
Wind Standard: ASCE 7-16 Wind Speed (mph): 170
Design Loading (pso: 37.00
Building Type: Closed
This package contains general notes pages, 77 truss drawing(s) and 2 detail(s).
Item
Drawing Number
Truss
1
119.21.1636.06587
T1
3
119.21.1636.06541
T3
5
119.21.1658,34416
T5
7
119.21.1658.34197
T7
9
119.21.1658.35041
T9
11
119.21.1636.06743
T11
13
119.21.1636.06243
T13
15
119.21.1636.06697
T15
17
119.21.1636,06274
T17
19
119.21.1636.06698
T19
21
119.21.1636.06883
T21
23
119.21.1639.14550
T23
25
119.21.1639.18877
T25
27
119.21.1639.23520
T27
29
119.21.1639,26543
T29
31
119.21.1658.34323
T31
33
119.21.1658.34182
T33
35
119.21.1658.34651
T35
37
119.21.1658.34447
T37
39
119.21.1658.34854
T39
41
119.21.1658,34151
T41
43
119.21.1658.34448
T43
45
119.21.1658.34713
T45
47
119.21.1658.34572
T47
49
119.21.1658.34121
T49
51
119.21.1658.34762
T51
Item
Drawing Number
Truss
2
119.21.1636.06712
T2
4
119.21.1658.34136
T4
6
119.21.1658.34761
T6
8
119.21.1658.34916
T8
10
119.21.1636.06275
T10
12
119.21.1636.06212
T12
14
119.21.1636.06447
T14
16
119.21.1636.06775
T16
18
119.21.1636.06774
T18
20
119.21.1636.06494
T20
22
119.21.1636.06495
T22
24
119.21.1639.16703
T24
26
119.21.1639.21957
T26
28
119.21.1639.25027
T28
30
119.21.1639.28010
T30
32
119.21.1658.34371
T32
34
119.21.1658.34370
T34
36
119.21.1658.34557
T36
38
119.21.1658.34744
T38
40
119.21.1658.34137
T40
42
119.21.1658.34355
T42
44
119.21.1658.34822
T44
46
119.21.1658.34464
T46
48
119.21.1658.34963
T48
50
119.21.1658.34869
T50
52
119.21.1641.41677
J1
Florida Certificate of Product Approval #FL1999 Printed 4/29/2021 4:58:38 PM
i1
S FL
�o
EN
No. 648
• ;4
ERR©fP.,�y�c,
Ito
_ lVAt
This document has been electronically signed
and sea3ed using a DigU Signature. Pnnted
cgkswithaut an anginal signature must he
velfled using the anginal electronic versian.
COA #0 278
04/29/2021
ALPINE
AN ITW COMPANY
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32821
Phone: (800)755-6001
www.alpineitw.com
Site Information:
Page 2:
Customer: Central Florida Truss, Inc.
Job Number: G8265
Job Descri tion: /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
Address: 10210 CARLTON RD., Ft Pierce, FL
Item
Drawing Number
Truss
53
119.21.1641.43740
J2
55
119.21.1641,50393
J3A
57
119.21.1641,54863
J5
59
119.21.1641.58940
J7
61
119.21.1642.01707
K1S
63
119.21.1642.07180
K3
65
119.21.1642.12683
K5
67
119.21.1642.56505
K7
69
119.21 . 1642.56693
C1C
71
119.21.1642.56771
C2C
73
119.21.1642.56458
C4
75
119.21.1642.56646
C5S
77
119.21.1642.56537
C6S
79
A18015ENC160118
Item
Drawing Number
Truss
54
119.21.1641.48017
J3
56
119.21.1641.53303
J4
58
119.21.1641.57540
J6
60
119.21.1642.00300
K1
62
119.21.1642.04630
K2
64
119.21.1642.08747
K4
66
119.21.1642.14500
K6
68
119.21,1642.56553
C 1
70
119.21.1642.56444
C2
72
119.21.1642.56599
C3
74
119.21.1642.56786
C5
76
119.21.1642.56552
C6
78
BRCLBSUB0119
Florida Certificate of Product Approval #FL1999 Printed 4/29/2021 4:58:38 PM
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 AWC. 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 B10 (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.ora.
Fire Retardant Treated Lumber:
Fire retardant treated lumber must be properly re -dried and maintained below 19% or less moisture level through all
stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special
handling care must be taken to prevent breakage during all handling activities.
Page 1 of 3
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.
CL = Certified lumber.
Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot.
FRT = Fire Retardant Treated lumber.
FRT-DB = D-Blaze Fire Retardant Treated lumber.
FRT-DC = Dricon Fire Retardant Treated lumber.
FRT-FP = FirePRO Fire Retardant Treated lumber.
FRT-FL = FlamePRO Fire Retardant Treated lumber.
FRT-FT = FlameTech Fire Retardant Treated lumber.
FRT-PG = PYRO-GUARD Fire Retardant Treated lumber.
g = green lumber.
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.
Ic = Incised lumber.
FJ = Finger Jointed lumber.
L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value.
L/defl = ratio of Length between bearings, in inches, divided by the vertical Deflection due to creep, 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(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and
maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment.
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.
Page 2 of 3
References:
1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175; www.awc.org.
2. ICC: International Code Council; www.iccsafe.orq.
3. Alpine, a division of ITW Building Components Group Inc.: 514 Earth City Expressway, Suite 242, Earth City, MO
63045; www.alpineitw.com.
4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org.
5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www.sbcindustry.com.
Page 3 of 3
SEQN: 167380 / HIPM
Ply: 1
Job Number: G8265
Cust: R761 JRef:1X4Z7610010 T68
FROM:
Qty: 1
/GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
Dnallo:
119.21.1636.06587
Truss Label: T1
JB / DF 04/29/2021
27"1 5'3"1 1 77'10 9'10"8
27"1 2,8" 2,4"8 22"14
12 = 4X7 111.5X4 = 3X4 = 3X3
5 C D E F
T
B
N
T
a; A
81,
J I H G
2X4(A1) 1111.5X4 = 3X8 - 3X4 111.5X4
7'9"6
1, 2'8"13 I 2'6"4 _I_ 2'8" 111"6
2'8"13 5'3"1 7'11"2 9110"8
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.009 J 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
B 417 /- /-
/- /265 /-
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.016 J 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.002 C - -
H 679 /- /-
/- /404 /-
Des Ld: 37.00
EXP: C Itzt: NA
HORZ (TL ): 0.004 C - -
G - /-128 /-
/63/-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
p
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.167
B Br Width = 7.6
g
Min Re 1.5
g =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.168
H Brg Width = 3.5
G Brg Width = 1.5
Min Reg = 1.5
Min Reg = -
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Varies by Ld Case
Max Web CSI: 0.137
Bearings B & H are a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 20.02.00A.1020.21
Chords Tens.Comp.
Chords Tens. Comp.
Lumber B - C 346 - 582
D - E 223 - 384
Top chord: 2x4 SP #2; C - D 223 - 384
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces
Per Ply (Ibs)
Special Loads Chords Tens.Comp.
Chords Tens. Comp.
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) B - J 514 -297
J - 1 525 -293
TC: From 55 plf at -1.00 to 55 plf at 2.59
TC: From 28 plf at 2.59 to 28 plf at 9.87
BC: From 4 plf at -1.00 to 4 plf at 0.00 Maximum Web Forces
Per Ply (Ibs)
BC: From 20 pIf at 0.00 to 20 pIf at 2.62 Webs Tens.Comp.
Webs Tens. Comp.
BC: From 10 pIf at 2.62 to 10 pIf at 9.87 I - E 607 - 343
TC: 97 lb Conc. Load at 2.62
E - H 314 432
TC: 51 lb Conc. Load at 4.65, 6.65
TC: 63 lb Conc. Load at 8.65 1MMINlh
BC: 63 lb Conc. Load at 2.62 r S FL
BC: 42 lb Conc. Load at 4.65, 6.65 �ya7
�_
�//�++w•��A•'•a� f
BC: 47 lb Conc. Load at 8.65Purlins
•
In lieu of structural panels use purlins to brace all flat �•
TC @ 24" oc. No. 6w 48p •
•
Wind •
* •
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.''
Wind loading based on both gable and hip roof types. * • (�
•
A
Additional Notes Q oI►sh`R1Q••�
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.'r•'�"�
�nAW.
COA #
04/29/2021
**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, bVV 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 proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10,
Apply face truss Details, kefer
as applicable. plates to each of and position as shown above and on the Join unless noted otherwise. to
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
ALPINE
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in ANSI/TPI 1, for handling, installation bracingof trusses. A this drawingor
p"r"ry Cps m.
conformance with or shipping,, and seal on cover pagpe
listing this drawin indicates acceptance of professional encLsneering responsibilityy solelyor the design shown. The suitabilitand use of fhis
Iucture -Designer
6750 Forum Drive
Suite 305
drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org
Orlando FL, 32821
SEQN: 167337 / HIPM Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T66
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1636.06712
Truss Label: T2 �JB / DF 04/29/2021
4
4'7"1
4'7"1
7'9"6 9' 10"8
3'2"5 2-1 "2
4X7 1111.5X4 3X3
12 C D E
5
fh N
CV
B CV
a 8'1"
H G F
2X4(A1) III 1.5X4 = 3X8 III 1.5X4
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C ICzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
7'9"6
4'8"13
4'8"13
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
3'0"9 2-1 "2
7'9"6 910"8
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): -0.007 H 999 360
VERT(CL): 0.011 H 999 240
HORZ(LL): -0.004 H - -
HORZ(TL): 0.006 H
Creep Factor: 2.0
Max TC CSI: 0.224
Max BC CSI: 0.183
Max Web CSI: 0.077
EW Ver: 20.02.00A.1020.21
S . F�E� f
10Ehl�,••''�
•
No. 648
r
-q, STATE OF
�p
�`�lnArAt !'��
COA #
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 343 /- /-
/251 /191 /135
G 459 /- /-
/244 /270 /-
F 37 /-34 /-
A /13 /-
Wind reactions based on MWFRS
B Brg Width = 7.6
Min Req = 1.5
G Brg Width = 3.5
Min Req = 1.5
F Brg Width = 1.5
Min Req = -
Bearings B & G are a rigid
surface.
Members not listed have
forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
I
ts drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�ris
I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167379 / HIPM Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T55
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1636.06541
Truss Label: T3 �JB / DF 04/29/2021
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
T
6'7"1
6'7"1
7'9"6� 9'10"8
1'2"5 2'1"2
=4X7 1111.5X4 =3X3
C D E
12
5
N
B
a 8'1"
H G B2 F
2X4(A1) =5X5 -3X8 1111.5X6
Wind Criteria
Wind Std: ASCE 7-16
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B2 2x6 SP #2;
Webs: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at -1.00 to 55 plf at 9.87
BC: From 4 plf at -1.00 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 9.87
BC: 1129 lb Conc. Load at 8.65
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
7'9"6
6' 10"9
6' 10"9
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
2'1"2
10"13 21'2
7'9"6 9'10"8
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): 0.020 H 999 360
VERT(CL): 0.038 H 999 240
HORZ(LL): 0.011 H - -
HORZ(TL): 0.020 H
Creep Factor: 2.0
Max TC CSI: 0.622
Max BC CSI: 0.447
Max Web CSI: 0.061
EW Ver: 20.02.00A.1020.21
�NS F�E�
=o.6
rA
STATE OF
COA #
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 369 /- /-
/- /241 /-
G 1000 /- /-
/- /430 /-
F 564 /- /-
/- /261 /-
Wind reactions based on MWFRS
B Brg Width = 7.6
Min Req = 1.5
G Brg Width = 3.5
Min Req = 1.5
F Brg Width = -
Min Req = -
Bearings B & G are a rigid
surface.
Members not listed have
forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
ile. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
6OA-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
irawintq indicates acceptance of professional engpneering responsibility solely Tor the design shown. The suitability and use of t�ris
any s Iucture is the responsibility of the Building -Designer per ANSINI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167382 / HIPS
Ply: 1
Job Number: G8265
Cust: R 761
JRef:1X4Z7610010 T52 /
FROM:
Qty: 1
/GROZA BUILDERS, INC. / /LA
TORTUGA-GAM /MARTIRE RESIDENCE
Dnallo: 119.21.1658.34136
Truss Label: T4
JB / DF
04/29/2021
it
14385
2311 "5
29'8"
9'3"5
14"1111
11
r 8
1'4"
(TYP
-58
H
G I
=3X5 F
J =4X4
12 E
K T3
5 177- D
L
C
5�5X10 T2
+
+ G Al -5X10
_
B '+ Y Z AA
AB AC
N
AD AE AF AHZD
A
O
PAJ
5X10(B2)(I) 61
U =H 510
4310 =Hp510 O
=4X10/IC3
-4X"g
=2R4(C3)
29'8"
5'55"1122 I 4'5162 4494 4'5"6
59'11N. 14
23'10"4
M.2 I 1'
14'9"12 i8'10"12 5111"8
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Gravity Non -Gravity
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.306 M 999 360
Loc R+ / R- / Rh / Rw / U / RL
AJ 2850 /- /- /- /1604 /-
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.538 M 651 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.105 Q - -
O 2873 /- /- /- /1638 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ (TL ): 0.185 Q - -
Wind reactions based on MWFRS
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
AJ Brg Width = 3.6 Min Req = 2.4
Soffit: 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.612
O Br Width = 7.6 Min Re 2.4
g q =
Load Duration: 1.25
BCDL: 4.0 psf
p
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.807
Bearings AJ & O are a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Varies by Ld Case
Max Web CSI: 0.893
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
A - B 3478 -6150 H - 1 2063 -3766
Wind Duration: 1.60
WAVE, HS
B - C 2299 - 4030 I - J 2104 - 3828
Lumber
Top chord: 2x4 SP 2250f-1.9E; T2,T3 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E;
B1 2x4 SP 2700f-2.2E;
Webs: 2x4 SP #2;
Lt Slider: 2x4 SP #2; block length = 2.000'
Rt Wedge: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at 0.00 to 55 plf at 5.36
TC: From 73 plf at 5.36 to 73 plf at 23.97
TC: From 55 plf at 23.97 to 55 plf at 30.67
BC: From 20 plf at 0.00 to 20 plf at 5.36
BC: From 10 plf at 5.36 to 10 plf at 23.97
BC: From 20 plf at 23.97 to 20 plf at 29.67
BC: From 4 plf at 29.67 to 4 plf at 30.67
TC: 363 lb Conc. Load at 5.36
TC: 396 lb Conc. Load at 23.97
PLT: 135 Ib Conc. Load at (7.40,10.74), (9.40,10.74)
(11.40,10.74), (13.40,10.74), (14.67,10.74), (15.94,10.74)
(17.94,10.74), (19.94,10.74), (21.94,10.74)
BC: 201 lb Conc. Load at 5.36
BC: 101 lb Conc. Load at 7.40, 9.40,11.40,13.40
14.67,15.94,17.94,19.94,21.94
BC: 212 lb Conc. Load at 23.97
Plating Notes
All plates are 1.5X4 except as noted.
(1) - plates so marked were sized using 0% Fabrication
Tolerance, 0 degrees Rotational Tolerance, and/or
zero Positioning Tolerance.
+ MEMBER TO BE LATERALLY BRACED FOR
HnRIZONTAL WIND LOADS
Purlins
C - D
2088 -3804
J - K
2140 -3867
In lieu of structural panels use purlins to brace all flat
D - E
2094 -3810
K - L
2092 -3808
TC @ 24" oc.
E - F
2139 - 3867
L - M
2088 - 3803
F - G
2104 - 3827
M - N
2304 - 4035
Wind
G - H
2O63 - 3765
N - O
3672 - 6503
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
WIND LOAD CASE MODIFIED!
LATERALLY BRACE TOP CHORD BELOW FILLER
AT 24" O.C, OR RIGID SHEATING, INCLUDING
A LATERAL BRACE AT CHOJR"NDS.
►S ft
EN
•
. No. 648
• a
A7E ©F i•
IVAL'�`�p''
COA #0"
04/29/2021
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - U 5582 - 3139 S - R 5926 - 3288
U - T 5586 - 3126 R - Q 5953 - 3327
T - S 5721 - 3174 Q - O 5937 - 3333
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
B - W
1233 - 2218
AC- S
2158 -1023
W - X
1232 - 2216
AC -AD
357 - 675
X - Y
1236 - 2220
AD-AE
357 - 676
T - Y
423 -104
AE-AF
357 - 676
Y - Z
351 - 670
AF-AG
351 - 670
Y - S
1011 -1736
AG- R
483 -133
Z -AA
357 - 676
AG-AH
1356 - 2437
AA -AB
357 - 676
R - N
303 - 421
AB -AC
357 -675
AH-AI
1352 -2433
S -AG
1141 -1970
Al- N
1352 - 2434
H -AC 2488 -1275
See DWGS Al8015ENC101014 & GBLLETIN0118
for more requirements.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
I require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
Iis drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�1is
I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
ALPINE
WEMA
6750
Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167363 / SPEC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T64 /
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34416
Truss Label: T5 JB / DF 04/29/2021
T7"10
7'7"10
14'8"
TO"6
=4X5
C
29'8"
21'8"6
TO"6
T514 T2"2 T2"2
T5"14 14'8" 21'10"2
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.117 H 999 360
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.218 H 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.047 G - -
Des Ld: 37.00
EXP: C Kzt: NA
HORZTL
( ): 0.087 G
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.700
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.690
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.786
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Lt Slider: 2x4 SP #2; block length = 2.000'
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types
S • FL1�'1e
No. 64$
if • r
ATE ®F� c
.•�L O R1�.•
04/29/2021
29'8"
T11"10
T9"14 1'
29'8"
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
K 1119 /- /- /611 /650 /257
E 1170 /- /- /678 /685 /-
Wind reactions based on MWFRS
K Brg Width = 3.6 Min Req = 1.5
E Brg Width = 7.6 Min Req = 1.5
Bearings K & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 1242 - 2149 C - D 961 -1505
B - C 962 -1505 D - E 1286 - 2215
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A -1 1909 -1015 H - G 1975 -1058
I-H 1905 -1017 G-E 1980 -1057
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B - H 500 - 650 H - D 546 - 728
C - H 726 - 386
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
lent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
1is drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167366 / HIPS Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T49 /
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34761
Truss Label: T6 JB / DF 04/29/2021
L
=3X4(C3)
7710 14'2"8 _i_ S-8 21'8"6
7'7"10 6'6"14 11. 6'6"14
=4X5
=4X5
C D
29'8"
7'514
T2"2 7,2"2
f'
7'5"14
14'8" 21'10"2
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.115 1 999 360
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.214 1 999 240
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.047 H - -
Des Ld: 37.00
EXP: C Kzt: NA
HORZTL
( ): 0.087 H
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.697
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.690
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.752
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Lt Slider: 2x4 SP #2; block
length = 2.000'
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.M
j
kS FL t
• V •••
•
•
I1 •
• No. 64$ •
1 • a
if • i
ATE ®F• c
Olofts R%1p.•
i`.•hL
04/29/2021
29'8"
T11"10
7'9"14 1'
29'8"
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
L 1119 /- /- /614 /650 /249
F 1170 /- /- /681 /686 /-
Wind reactions based on MWFRS
L Brg Width = 3.6 Min Req = 1.5
F Brg Width = 7.6 Min Req = 1.5
Bearings L & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 1242 - 2148 D - E 961 -1505
B - C 961 -1505 E - F 1286 - 2215
C - D 966 -1343
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - J 1908 -1015 1 - H 1974 -1058
J - 1 1904 -1017 H - F 1979 -1056
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B - I 499 - 650 I - E 544 - 727
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
lent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
1is drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167393 / SPEC Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T59 /
FROM: City: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DwNo: 119.21.1658.34197
Truss Label: T7 JB / DF 04/29/2021
6
6'0"12 9'.1"12 12'S"6 1�" 1T1"8 20'10" 24'11"2 29'8"
ii_ 6'0"12 3'1" 3'3"10 1010 2'8" 3'8"8 41"2 4'8"14
=SS0508(**)
=3X5
=3p5 E FG4 \ 113X6
I\J 3X4
12
1112X6 T2 H K 1,3X4
5 �
C �4X6
t
T 7X6
B
L 3X4
io cN
N
8'1"
A
1
p
s1i2
P
=4X5(61) B1 IIIL5X4
V3X4 62 =5X8 S =3X4 III1.55X4
=4X5(A2)
=4X4 =5X10
29'8"
5'11"12 2'S"12 5'6"14 3'10"10 2'8" 3116
4'7"2 1'
5'11"12 8'S"8 146"14 18'S"8 21'1"8 25'0"14
29'8" i
9
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions
(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/#
Gravity
Non -Gravity
TCDL: 7.00 Speed: 170 mph
Pf: NA Ce: NA VERT(LL): 0.289 U 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.474 U 743 240
A 1425 /- /-
/613 /635 /234
BCDL: 10.00 Risk Category: II
Snow Duration: NA HORZ(LL): 0.092 C - -
O 1430 /- /-
/684 /679 /-
EXP: C Kzt: NA
Des Ld: 37.00
HORZ (TL ): 0.155 C
Wind reactions based on MWFRS
Mean Height: 15.00 ft
NCBCLL: 10.00
Building Code: Creep Factor: 2.0
A Brg Width = 3.6
Min Req = 1.5
TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf
P
FBC 7th Ed. 2020 Res. Max TC CSI: 0.641
O Br Width = 7.6
g
Min Re 1.7
q =
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014 Max BC CSI: 0.754
Bearings A & O are a rigid surface.
Members not listed have forces less than 375#
Spacing: 24.0 " C&C Dist a: 3.00 ft
Rep Fac: Yes Max Web CSI: 0.246
Maximum Top Chord Forces
Per Ply (Ibs)
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Chords Tens.Comp.
Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE, 18SS VIEW Ver: 20.02.00A.1020.21
A - B 1268 -2925
G - H 482 -539
Lumber
LATERALLY BRACE TOP CHORD BELOW FILLER
B - C 1125 - 2635
C - D 1059 -2274
G -1 827 - 2056
H - J 562 -324
Top chord: 2x4 SP #2; T2,T3 2x6 SP 2400f-2.OE;
AT 24" O.C, OR RIGID SHEATING, INCLUDING
D - E 544 -210
I - L 830 -2193
Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E;
A LATERAL BRACE AT CHORD ENDS.
E - F 658 -208
L - N 1222 -2687
B2 2x6 SP 2400f-2.0E;
F - G 1003 - 2049
N - O 1344 - 2962
Webs: 2x4 SP #2;
Plating Notes
Maximum Bot Chord Forces Per Ply (Ibs)
(**) 1 plate(s) require special positioning. Refer to
Chords Tens.Comp.
Chords Tens. Comp.
scaled plate plot details for special positioning
A - W 2637 -1055
T - S 2253 - 790
requirements.
W - V 2642 -1056
S - R 2429 - 928
Loading
V - U 2642 -1056
R - Q 2684 -1151
U - T 2277 - 759
Q - O 2686 -1148
Attic room loading from 9-3-8 to 17-4-8: Live Load: 30
Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0
PSF
i111YNMt�,Mlr
Maximum Web Forces
Per Ply (Ibs)
Truss designed for sleeping room only. No waterbeds
ks FL C
Webs Tens.Comp.
Webs Tens. Comp.
permitted. Provide information to contractor, architect,
and bldg owner. Trusses to be visibly stamped to
•••�•��r•m�%+�+
B - U 388 -524
H - L 479 -514
indicate 30.00 psf MAX LL.
•* I+ E •••
w o
U - C 757 -195
J - T 1044 169
•+• `
D - F 1312 - 2901
T - K 597 - 276
Purlins
+•
H - 1 845 -224
S - K 233 -875
In lieu of structural panels use purlins to brace all flat
No. 648 s •
TC @ 24" oc.
Collar -tie braced with continuous lateral bracing at 24"
1
7� • •
oc. or rigid ceiling.
•
w
.$, ATE of :
Wind
#
Wind loads based on MWFRS with additional C&C
member design.
AA ff +
Q 4" OR Q__•0*
Wind loading based on both gable and hip roof types.L
/ `
6•
6'
COA # A
04/29/2021
**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
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections
properly
B3, B7 or 1310,
as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise.
drawings 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
I#efer to
ALPINE
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in ANSI/TPI 1, for handling, installation bracing trusses. A this drawing
AN,TW COMPANY
conformance with or
listing this drawin indicates acceptance of professional
shipping,. and of seal on or cover pa ga
engineering responsibility solely -for the design shown. The suitability and use of this
-Designer
6750 Forum Drive
Suite 305
drawing for any sfIuctur is the responsibility of the Building
per ANSIRI 1 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or
• AWC: awc.org
Orlando FL, 32821
SEQN: 167368 / SPEC Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T51 /
FROM: City: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34916
Truss Label: T8 �JB / DF 04/29/2021
�14'6�"14 17' "4 2�0'11"12
1'2"14 1'0'. 2 1'10"4
_ 600"1122 93''1
1"12 I 31Z'3!1"6 111'1 24'111"2 29'8"
0 0110 1697 3'16 4'8"14
12 1113X6 T2
5 c
76X6
K
131 w v J
III1.5X4 =3X4
H0510(**)
=880508
3X6
=3X6 E
_3
8F_
1112X4 111X
_
G4X4
H
III.5X4
X5
K
3XN4
c�o
B8'1="
2
T
R
Q
=4X6
=3X4
1111.5X4
=5X10
29'8"
5'11"12 2'S" 5'6"14 3'10"10 2'8" 3'11"6
5'11"12 8'4"12 146"14 18'S"8 21'1"8 25'0"14
9
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-16
TCDL: 7.00 Speed: 170 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
Des Ld: 37.00 EXP: C Kzt: NA
Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2; T2,T3 2x6 SP 2400f-2.OE;
Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E;
B2 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #2;
Plating Notes
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Loading
Attic room loading from 9-3-8 to 17-4-8: Live Load: 30
PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0
PSF
Truss designed for sleeping room only. No waterbeds
permitted. Provide information to contractor, architect,
and bldg owner. Trusses to be visibly stamped to
indicate 30.00 psf MAX LL.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Collar -tie braced with continuous lateral bracing at 24"
oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
4'71'
29'8"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.336 T 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.566 T 622 240
A 1425 /- /- /609 /636 /234
Snow Duration: NA
HORZ(LL): 0.085 C - -
O 1430 /- /- /681 /677 /-
HORZ(TL): 0.147 C
Wind reactions based on MWFRS
Building Code:
Creep Factor: 2.0
A Brg Width = 3.6 Min Req = 1.5
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.628
O Brg Width = 7.6 Min Req = 1.7
TPI Std: 2014
Max BC CSI: 0.757
Bearings A & O are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.262
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE, HS, 18SS
VIEW Ver: 20.02.00A.1020.21
A - B 1266 -2911 F - G 1036 -2181
B - C 1152 - 2704 G - K 1310 - 2698
LATERALLY BRACE TOP CHORD BELOW FILLER
C - D 1074 -2307 K - M 1280 -2677
AT 24" O.C, OR RIGID SHEATING,
INCLUDING
D - E 1167 -386 M - N 1212 -2683
A LATERAL BRACE AT CHORD ENDS.
E - F 1274 -424 N - O 1344 -2964
►S ft
EN
•
. No. 648
y • a
A7E OF i•
VIVO,
v • �0Rlq.•'
IVAL
COA #0
04/29/2021
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - W 2625 -1054 T - S 2239 - 762
W - V 2633 -1056 S - R 2437 - 929
V - U 2633 -1055 R - Q 2686 -1151
U - T 2343 - 785 Q - O 2688 -1149
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
B - U 351 - 448 T - 1 806 - 342
U - C 845 - 225 S - 1 377 - 483
D - F 1582 - 3666 J - K 1161 - 495
H - T 462 -24
**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 bracing installed per BCSI sections B3, B7 or 1310,
as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to ALPINE
drawings 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the NN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawing or cover pa ga 6750 Forum Drive
listing this drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this Suite 305
drawing for any sfIuctur is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821
SEQN: 167408 /
SPEC
Ply: 1
Job Number: G8265
Cust: R 761 JRef:1X4Z7610010 T60
FROM:
City: 1
/GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
DnvNo: 119.21.1658.35041
Truss
Label: T9
JB / DF 04/29/2021
14'6"14
1'2"14
6'0"12
9'1"12 12'!"6 13. "
18'S"8 21'1"8 24'112
29'8" _
6'0"12
3'1" 3'3"10 10'10
3'10"10 2'8" 3'9"10
4'8"14
=880508
=H0310
=H0310 E
D F
1113X104X5
12
T2
III
54
C6
G T3 5X5
H 5X6
TB
6
�
a
>—�U4Z.Sc
A
M
1
s�12Eq
R N yy 18'1"
=4X5(B1) B1 1111.5X4
U5 82
=5X6 D =3X4 1111.5DX4
=4X5(A2)
=H0510(")
=5X10
29'8"
5'11"12
8 5'614
3'10"10 2'8" 311"6
4'7"2 1'
5'1112
8'4"4 14'6"14
18'5"8 21'1"8 25'0"14
29'8"
J12
9'
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Gravity Non -Gravity
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.464 R 760 360
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.765 R 460 240
A 1425 /- /- /605 /638 /234
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.090 C - -
M 1430 /- /- /678 /676 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ (TL ): 0.155 C
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
Building Code:
Creep Factor: 2.0
A Brg Width = 3.6 Min Req = 1.5
Soffit: 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.698
M Br Width = 7.6 Min Re 1.7
9 q =
Load Duration: 1.25
BCDL: 4.0 psf
p
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.753
Bearings A & M are a rigid surface.
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.530
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE,
VIEW Ver: 20.02.00A.1020.21
A - B 1265 -2904 G - H 1346 -3195
Lumber
,
LATERALLY BRACE TOP
CHORD BELOW FILLER
B - C 1170 - 2735 H - 1 1215 - 2746
C - D 1082 -2316 I - J 209 -618
Top chord: 2x4 SP #2; T2,T3 2x6 SP 2400f-2.OE;
AT 24" O.C, OR RIGID SHEATING,
INCLUDING
D - E 1444 -516 1 - K 1160 -2439
Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E;
A LATERAL BRACE AT CHORD ENDS.
E - F 1522 -541 K - L 1213 -2687
B2 2x6 SP 2400f-2.0E;
F - G 1057 - 2239 L - M 1338 - 2960
Webs: 2x4 SP #2;
Plating Notes Maximum Bot Chord Forces Per Ply (Ibs)
(**) 1 plate(s) require special positioning. Refer to Chords Tens.Comp. Chords Tens. Comp.
scaled plate plot details for special positioning A - U 2618 -1053 R - Q 2872 -1056
requirements. U - T 2629 -1056 Q - P 2456 - 930
Loading T - S 2629 -1056 P - O 2682 -1145
Attic room loading from 9-3-8 to 17-4-8: Live Load: 30 S - R 2369 - 800 O - M 2684 -1143
PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0
PSF OWWWWW Maximum Web Forces Per Ply (Ibs)
Truss designed for sleeping room only. No waterbeds S iT' E Webs Tens.Comp. Webs Tens. Comp.
permitted. Provide information to contractor, architect, �LC B - S 350 -470 R - H 1009 -1954
and bldg owner. Trusses to be visibly stamped to •••'••••an �A. S - C 902 -252 Q - H 263 -833
indicate 30.00 psf MAX ILL. • a♦ ;�EN c� •••% ``♦��ty
• �7 t� ♦ D - F 1731 - 3976 Q - J 592 -176
Purlins • ` * G - R 2349 -753 J - K 1021 -385
In lieu of structural panels use purlins to brace all flat s
TC @ 24" oc. No. s4a
Collar -tie braced with continuous lateral bracing at 24" • _
oc. or rigid ceiling. •
Wind •Q ATE OF t [s
Wind loads based on MWFRS with additional C&C
member design. X
Q•.��R1� y•
•
Wind loading based on both gable and hip roof types. •'"'•+•v�y+
COA # �aNA'
04/29/2021
**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 bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to ALPINE
drawings 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawing or cover pa ga 6750 Forum Drive
listing this drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this Suite 305
drawing for any sfIuctur is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821
SEQN: 167405 / SPEC Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T54
FROM: City: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DwNo: 119.21.1636.06275
Truss Label: T10 �JB / DF 04/29/2021
14'7"4
�4
6'1"2 92"2 12'S"12 13'Q"6 1 1T6"10 i 20'5"14 23'1"14
6'1"2 3'1" 3'3�"10 U 10 2'11"6 2 1"4 2,8"
-SS0508
=H0310
-H0310 E
D f
12 1113X6 1113X8
5 F--- C B3 G
_ =4X8
T 07X6 _7H6 T4 I
B
so
v
v
81
A
5N
IM
4x5(B1) III 1.5X4 Q3X5 B2 =4XSN =3X5 1111.5X4
=H0510 =H0510
29'8"6
602 2'4"4 5614 3'9"2 2'S" 2'2"12
6'0"2 1 4"6 1T 4 18'4"6 20'9"6 2'2 2
I�8"
9 1.6
29'8"6
6'6-8
T5
J
K
=3X6(A1)
6'8"4 1'
29'8"6
a
TT1
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions
(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/#
Gravity
Non -Gravity
TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.469 O 751 360
Loc R+ / R- / Rh
/ Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.785 O 449 240
A 1426 /- /-
/602 /644 /235
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.093 C - -
J 1431 /- /-
/675 /687 /-
EXP: C Kzt: NA Des Ld: 37.00 HORZ (TL ): 0.164 C
Wind reactions based on MWFRS
Mean Height: 15.00 ft
NCBCLL: 10.00 Building Code: Creep Factor: 2.0
A Brg Width = 3.5
Min Req = 1.5
TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.666
P
J Br Width = 7.6
g
Min Re 1.5
q =
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.544
Bearings A & J are a rigid surface.
Members not listed have forces less than 375#
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.360
Maximum Top Chord Forces
Per Ply (Ibs)
Loc. from endwall: Any FT/RT:20(0)/5(0)
Chords Tens.Comp.
Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE, HS, 18SS VIEW Ver: 20.02.00A.1020.21
A - B 1288 -2929
F - G 1080 -2254
Lumber
B - C 1197 -2751
G - H 1234 -2858
C - D 1110 - 2323
H - I 1535 - 3301
Top chord: 2x6 SP 2400f-2.OE;
D - E 1517 -557
I - J 1313 -2900
T1 2x4 SP 2700f-2.2E; T4,T5 2x4 SP #2;
E - F 1586 -587
Bot chord: 2x4 SP 2250f-1.9E;
B2 2x6 SP 2400f-2.0E; B3 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords Tens. Comp.
Loading
A - R 2640 -1074
O - N 3395 -1379
Attic room loading from 9-3-14 to 17-4-14: Live Load:
R - Q 2651 -1077
N - M 3394 -1379
30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls:
Q - P 2651 -1077
M - L 2620 -1090
0 PSF
P - O 2381 - 829
L - J 2614 -1092
Truss designed for sleeping room only. No waterbeds
permitted. Provide information to contractor, architect,
and bldg owner. Trusses to be visibly stamped to
Maximum Web Forces
Per Ply (Ibs)
indicate 30.00 psf MAX LL.
Webs Tens.Comp.
Webs Tens. Comp.
Purlins kS F C
B - P 363 -498
O - H 750 -1389
� 8n
In lieu of structural panels use purlins to brace all flat ""a"
TC @ 24" oc. f + •• �/
��ENyc••o.
P - C 925 -246
D - F 1807 - 4062
G - O 1389 -417
H - M 283 -872
M -1 1043 - 398
•�*'
Collar -tie braced with continuous lateral bracing at 24" ► +
oc. or rigid ceiling.
•
Wind No. 648
� } �
Wind loads based on MWFRS with additional C&C
member design. •
Wind loading based on both gable and hip roof types. .p� ATE OF
y'
• fir
� � ♦• . ,
04/29/2021
**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
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections
properly
B3, B7 or 1310,
as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to
drawings 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
ALPINE
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in ANSI/TPI 1, for handling, installation bracing trusses. A this drawing
AN,TW COMPANY
conformance with or shipping,. and of seal on or cover pa ga
listing this drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this
-Designer
6750 Forum Drive
Suite 305
drawing for any sfIuctur is the responsibility of the Building per ANSIRI 1 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or
• AWC: awc.org
Orlando FL, 32821
SEQN: 167400 /
SPEC
Ply: 1
Job Number: G8265
Cust: R 761
JRef:1X4Z7610010 T63
FROM:
City: 1
/GROZA BUILDERS, INC.
/ /LA TORTUGA-GAM /MARTIRE RESIDENCE
DwNo: 119.21.1636.06743
Truss Label: T11
JB / DF
04/29/2021
11'6,2
1 i_ 7'G"10
1'1'
11'
6'1"2
9'2"2 10'5"12
15'1"14 16'7"p 20'S"14 1 22'5"11l_ 25'1.141_
- -
29'8"6
6'1"2
3'1" — 0
37' 1'5" 2'11"4 2' 2'8"
=_5X5
=5X8
1112X6 =3X4
III 1.5X4
T2 3pX6 E
F=3G4
1113
12
C
HS z 3X4
5
T
V
76X6
63 T4
N =7X6 =-5X8
M
N
J K
ro
n
T N
M
8'1"
Z,
A
L
N
t
1
0
T 8.111
4X5(Bl) 1111.
X4 T 4X4
N
B2 =3X6 =3X4 =4XX5 1111. X4
=Ot2)
=H0510
=H0510
6'0"2 2,4"4
6'0"2 8'4"6
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-16
TCDL: 7.00 Speed: 170 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
Des Ld: 37.00 EXP: C Kzt: NA
Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2; T2 2x6 SP #2;
T4 2x6 SP 2400f-2.0E;
Bot chord: 2x4 SP 2250f-1.9E;
B2 2x6 SP 2400f-2.0E; B3 2x4 SP #2;
Webs: 2x4 SP #2;
Loading
Attic room loading from 9-3-14 to 17-4-14: Live Load:
30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls:
0 PSF
Truss designed for sleeping room only. No waterbeds
permitted. Provide information to contractor, architect,
and bldg owner. Trusses to be visibly stamped to
indicate 30.00 psf MAX LL.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Collar -tie braced with continuous lateral bracing at 24"
oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
29'8"6
T6"14 1'9"2 2' 2'2"12 1'_i
16'7"4 18'4" 22V.C, 25'0"2 29'8"6
2'S"
9'0"6 902
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.328 R 999 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.589 R 599 240
A 1426 /- /- /605 /647 /206
Snow Duration: NA
HORZ(LL): 0.054 N - -
L 1431 /- /- /679 /689 /-
HORZ(TL): 0.090 N
Wind reactions based on MWFRS
Building Code:
Creep Factor: 2.0
A Brg Width = 3.5 Min Req = 1.5
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.708
L Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.589
Bearings A & L are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.347
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE, HS
VIEW Ver: 20.02.00A.1020.21
A - B 1289 -2913 H - 1 1314 -3036
B - C 1263 - 2895 I - J 1743 - 3799
C - D 1197 - 2533 J - K 1790 - 3882
F - G 517 - 777 K - L 1366 - 2961
G - H 1166 - 2463
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - U
2627 -1074
Q - P
3523 -1457
U - T
2639 -1078
P - O
4026 -1724
T - S
2639 -1078
O - N
2688 -1165
S - R
2608 - 928
N - L
2685 -1167
R - Q
3523 -1457
Maximum Web Forces Per Ply (Ibs)
S'a
iiF"
Webs
Tens.Comp.
Webs
Tens.
Comp.
+a ene��
ENS 4,% �I►
S - C
D - V
752 -175
1022 - 2592
H - R
R - 1
1280
700
- 381
-1282
♦� %
E - V
543 - 201
1 - P
463
- 289
V - W
735 -1934
P - J
364
- 703
�a'�
V - F
302 - 690
J - O
450
- 947
+ *
W - G
772 -2031
O - K
1538
-633
1
STATE OF
•
COA #
04/29/2021
**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 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 1310,
as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to ALPINE
drawings 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawing or cover pa ga 6750 Forum Drive
listing this drawing indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this Suite 305
drawing for any suctur is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821
SEQN: 167397 /
FROM:
SPEC
Ply: 1
City: 1
Job Number: G8265
/GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
Truss Labeglg:
Cust: R 761 JRef:1X4Z7610010 T67
DnvNo: 119.21.1636.06212
JB / DF 04/29/2021
�gT12
s 6 P
1'10"
274
2'7"4
it
6'1"14
T8"1p
34"6
71"14
24'5"14
7-1 14
9 8"6
6'1"14
I-
9
Y8"
21i3
=4X7
111.5X6
=4X7
=3X8
1112X6
D
E
F
12
%7C8
�5XC"8
5 � �3X4
T T
B
U
33 W
X Y
3X5
H
'
v
c
=H0510
=5X10
m
I
T4 J
A
N
(V
K
TT
1
-
1
=4X5 B1
T S �IR
=5X 0=59C6
B2
Q P
=3X5 =4X4
O
=H0610
N
=3X10
M
=3X8(A1)
29'8"6
6'0"2
14'
3'2"
2'1
r
6'0"2
T8"i
21'8"14
24'10"14
27'0"2
29'86
i T8"14 i14' iT11"8
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2; T4 2x4 SP 2250f-1.9E;
Bet chord: 2x4 SP 2250f-1.9E;
B2 2x6 SP 2400f-2.0E; B3 2x4 SP #2;
Webs: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at 0.00 to 55 plf at
20.38
TC: From 28 plf at 20.38 to 28 plf at
27.16
TC: From 55 plf at 27.16 to 55 plf at
30.70
BC: From 20 plf at 0.00 to 20 plf at
9.32
BC: From 90 plf at 9.32 to 90 plf at
17.41
BC: From 20 plf at 17.41 to 20 plf at
20.38
BC: From 10 pit at 20.38 to 10 plf at
27.13
BC: From 20 plf at 27.13 to 20 plf at
29.70
BC: From 4 plf at 29.70 to 4 plf at
30.70
TC: 104 lb Conc. Load at 27.13
BC: 564 lb Conc. Load at 20.38
BC: 37 lb Conc. Load at 22.38
BC: -51 lb Conc. Load at 24.38
BC: 81 lb Conc. Load at 27.13
Plating Notes
All plates are 1.5X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all
flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
H
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.391 Q 903 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.655 Q 539 240
A 1567 /- /- /- /1087 /-
Snow Duration: NA
HORZ(LL): 0.067 M - -
K 1771 /- /- /- /1124 /-
HORZ(TL): 0.112 M
Wind reactions based on MWFRS
Building Code:
Creep Factor: 2.0
A Brg Width = 3.5 Min Req = 1.5
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.841
K Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.743
Bearings A & K are a rigid surface.
Rep Fac: Varies by Ld Case
Max Web CSI: 0.657
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE, HS
VIEW Ver: 20.02.00A.1020.21
A - B 2298 -3221 F - G 1796 -2644
Additional Notes
B - C 2291 -3171 G - H 2899 -4313
C - D 889 -1330 H - I 3416 - 5243
WIND LOAD CASE MODIFIED!
D - E 1486 -1856 I - J 3826 -6025
E - F 1486 -1856 J - K 2333 - 3710
Collar -tie braced with continuous lateral
bracing at 24" OC. or rigid ceiling.
S FL
�JM ••
•
RM
.,� STATE OF O R
kIN; 4, ©R1p4`o'`+
Wind loading based on both gable and hip roof types. COA #
04/29/2021
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - T
2899 - 2054
P - O
4878 - 3169
T - S
2909 - 2065
O - N
6403 -4087
S - R
2927 - 2101
N - M
3382 - 2109
R - Q
3519 - 2500
M - K
3375 - 2115
Q - P
3922 - 2641
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
C - S
394 - 506
Y - Q
1105 - 615
C - R
1580 -1072
Y - G
879 -1265
C - U
1683 - 2629
Q - G
550 - 840
U - V
1687 - 2638
G - P
1144 - 617
D - W
1010 - 700
P - H
671 -1203
V - W
1689 - 2650
O - H
982 - 510
W - X
755 -1195
0-1
998 -1665
W - F
265 -766
1- N
1011 -1467
X - F
978 - 557
N - J
2912 -1892
X - Y
850 -1250
**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 bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to ALPINE
drawings 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawing or cover pa ga 6750 Forum Drive
listing this drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this Suite 305
drawing for any sfIuctur is the responsibility of the Building -Designer per ANSINI 1 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821
SEQN: 167330 / SPEC Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T53
FROM: City: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1636.06243
Truss Label: T13 �JB / DF 04/29/2021
6'1"2 + 9,5"12
6'1"2 3'4"10
12 T2
5 7--
_ 11'1"51 17'6"10
9 6'5"5
=4X4
3X8
C 1.5X4
E T3
co
N M L 62
III 1.5X4 _4X43X4
20'3"13
6'0"2 2,5"3 1 8'8"
6'0"2 6'5"5 r 17'8"6
20'3"13
11111111
-10X10
1113 F10 G
�4XH
TT
0 0
K J I
-7X6 III 1.5X6
=5X12
11� 83
IH
9'0'6
20'3"13
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Gravity Non -Gravity
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.211 C 999 360
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.346 C 698 240
A 964 /- /- /463 /425 /170
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.073 E - -
1 1129 /- /- /366 /444 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ (TL ): 0.122E - -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
Building Code:
Creep Factor: 2.0
A Brg Width = 3.5 Min Req = 1.5
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
P
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.413
I Br Width = - Min Re
g q =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.893
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.715
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 20.02.00A.1020.21
A - B 773 -1862 E - F 582 -1383
B - C 640 -1597 F - G 593 -1406
Lumber
C - E 384 - 895 G - H 277 - 689
Top chord: 2x4 SP #2; T2 2x6 SP #2;
D - E 201 -602
T3 2x8 SP 2400f-2.OE;
Bot chord: 2x4 SP #2; B2 2x6 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Hangers / Ties
A - N 1660 - 796 L - K 1383 - 536
(J) Hanger Support Required, by others
N - M 1662 - 796 K - J 699 - 250
Loading
M - L 1663 -796
Attic room loading from 9-3-14 to 17-4-14: Live Load:
Maximum Web Forces Per Ply (Ibs)
30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls:
0 PSF
Webs Tens.Comp. Webs Tens. Comp.
Truss designed for sleeping room only. No waterbeds
L - C 627 -131 G - J 423 -1722
permitted. Provide information to contractor, architect,
611W!!uu4
'+�t
F - K 1079 -1755 J - H 1167 -442
and Bldg owner. Trusses to be visibly stamped to
Q c
K - G 3168 -1154 H - 1 470 -1195
indicate 30.00 psf MAX LL.
Y�s���•a E•MJ�A-
Purlins •a+ ;�EN�+n•••% /f
In lieu of structural panels use purlins to brace all flat •a ` 0
TC @ 24" oc.
Collar -tie braced with continuous lateral bracing at 24"
No. 648
*a
oc. or rigid ceiling. +
•
Wind
Wind loads based on MWFRS with additional C&C•iry �r� �F t+•�
member design. 1
Right end vertical not exposed to wind pressure. QN.©R1�4►�a}►
Wind loading based on both gable and hip roof types.
i 1tii*060.0004
LATERALLY BRACE TOP CHORD BELOW FILLER
aAWL
AT 24" O.C, OR RIGID SHEATING, INCLUDING COA #
A LATERAL BRACE AT CHORD ENDS. 04/29/2021
**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 BCSI. Unless otherwise, top have bottom have
per noted chord shall properly attached structural sheathing and chord shall a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310,
as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to
drawings 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
ALPINE
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in ANSI/TPI 1, for handling, installation bracing trusses. A this drawing
NN,TW COMPANY
conformance with or shipping,. and of seal on or cover page
listing this drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this
-Designer
6750 Forum Drive
Suite 305
drawing for any sfIuctur is the responsibility of the Building per ANSIRI 1 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org
Orlando FL, 32821
SEQN: 167331 / SPEC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T47
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE Dnallo: 119.21.1636.06447
Truss Label: T14 JB / DF 04/29/2021
277 19' "6
2T'15 8,
6'1" 9'8"6 13'1"5 17'9'11 19'
3'S"9 3'7"5 3'4"15 4'8"6 1'2"
=4X4
12 D
5
3X4
C
4AX8(++) -5aX5
z io -T P
1
11110
5X4 =3X10 =3X8
2'0"3
2'5"11
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-16
TCDL: 7.00 Speed: 170 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
Des Ld: 37.00 EXP: C Kzt: NA
Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Lt Bearing Leg: 2x6 SP #2;
Plating Notes
(++) - This plate works for both joints covered.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Right cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
i(SRS) 1111.5X4 =3X4
E F GH
5X10(SRS) II
111.5X6
2.5 0
12
19'3"8 {
7'2"11 3'6"11 4'8"6 1'0"�
9'8"6 13'3"1 17'11"7 19'
3u8
Y 9'3"8
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.052 M 999 360
Loc R+ / R- / Rh / Rw / U / RL
P 723 /- /- /380 /424 /121
Lu: NA Cs: NA
VERT(CL): 0.097 M 999 240
Snow Duration: NA
HORZ(LL): -0.013 J - -
J 743 /- /- /343 /444 /-
HORZ(TL): 0.023 J
Creep Factor: 2.0
Wind reactions based on MWFRS
P Brg Width = 3.5 Min Req = 1.5
Building Code:
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.245
J Brg Width = 3.5 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.513
Bearings P & J are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.414
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
A - B 679 -1401 D - E 599 -1002
B - C 853 -1663 E - F 241 - 399
WAVE
C - D 597 -1007 F - G 228 - 385
S FL
Na. WeS48
M
W1
VATE OF r` �
COA #0 A14
04/29/2021
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
N - M 1182 - 752 L - K 1193 - 705
M - L 1189 - 707
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
A - N
1425 - 762
D - M
554
- 278
P - A
449 - 820
E - K
526
- 899
N - B
485 - 791
K - G
832
- 492
N - C
430 -106
G - J
438
- 744
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
1is drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�1is
I for any s Iucture is the responsibility of the Building -Designer per ANSINI 1 Sec.2.
AL WE
NMA
6750
Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167332 / SPEC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T44
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1636.06697
Truss Label: T15 JB / DF 04/29/2021
_1 _ 9'8"6 _ i _ 15'1"5 _ i _ 19,
4'1"15 5'0"15 5'4"15 3110"11
12 -4X4
5 C
=4X8
.5X5
=5X5
II1.5X4 =4X5
A
B
D E FG
1. T
T
O
i7 m 911'
fV �V
r1a 1 N
M L
=4X4 =3X8
K Jg,1.
1111.5X45X5
11115X4
I H
1111.5X6
2.5 0
12
19'3"8 4 1 A
310"7 5'4"7 6'3"1 3'0"9
r 4'3"15 9'8"6 15'117 19,
5" 3u'8
5" 9 9'3"8
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Lt Bearing Leg: 2x6 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Right cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.090 D 999 360
VERT(CL): 0.167 D 999 240
HORZ(LL): 0.029 1 - -
HORZ(TL): 0.053 1
Creep Factor: 2.0
Max TC CSI: 0.391
Max BC CSI: 0.626
Max Web CSI: 0.396
EW Ver: 20.02.00A.1020.21
�p►S FLEA
s � �
•
No. 648
r �
'P • �•�tf�ir
COA # -AIA%.
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
O 723 /- /- /345 /431 /86
1 744 /- /- /364 /437 /-
Wind reactions based on MWFRS
O Brg Width = 3.5 Min Req = 1.5
1 Brg Width = 3.5 Min Req = 1.5
Bearings O & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 924 -1600 D - E 970 -1672
B - C 684 -1161 E - F 947 -1635
C-D 679-1161
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
M - L 1694 - 988 K - J 1674 - 971
L - K 1697 - 994
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A - M 1513 - 859 C - L 520 - 212
O - A 561 - 889 L - D 448 - 687
M - B 370 - 477 J - F 1756 -1017
B - L 446 - 691 F - I 455 - 728
04/29/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or 1310,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
11s drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167333 / SPEC
Ply: 1
Job Number: G8265
Cust: R761 JR&AX4Z7610010 T45
FROM:
Qty: 1
/GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
Dnallo:
119.21.1636.06775
Truss Label: T16
JB / DF 04/29/2021
12'8I"10
41'1"10
1'9"11
1'1011
4'96 8'11" 10'1Q"15 1 _ 17'0"4 19'10"i _ 22'7"1� 28'9"1 _ i 31'10"i
_ 359"9 39'2"15�
,41'10"
4'9"6 4'1"10 1'11 15 4'3"10 2'91 2'9"1 6'1"5 3'0"15 3'11"9 3'5"6
8 6
SXS6X10(SRS) -5H8
=5x5
12 D III 5X2 =X5 5
T :6 =5W
T 5 �1.5X4 E F G I J
�3L4
N i o C
To
M
= 5M5 =4XN
SO
o
I B X W v U
T S
Q 0
a
�iA =5X6 =3X5 1111.5X4 =5X5
=3X8 =5X5
l l
R �8y.
z
=4X5
Q P
=3X5AlAA
( ) = 8 1111. X4
=6X8 a 2.5
1111.5X6
12
12'8"10 28'8"8
4 14
8'11" 2'1"1�1 510"9 2'0"1i3 5'8"1 34"7 43"1 50"9
8'11" 11'0"11 1T10"15 19'1 "12 28'S"9 31.10'.
Ti"1 41'1"10
411'5"2
1'9" 1 2'9"1
12'1 "6 22'9'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.209 J 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
B 274 /-294 /-
/161 /133 /261
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.401 J 855 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.064 Q - -
Y 2361 /- /-
/1162 /1382 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ (TL ): 0.120 Q
Q 858 /- /-
/473 /494 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
p
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.708
B Br Width = 7.6
g
Min Re 1.5
q =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.614
Y Brg Width = 3.5
Q Brg Width = 3.5
Min Reg = 2.8
Min Reg = 1.5
Spacing: 24.0 "
C&C Dist a: 4.18 ft
Rep Fac: Yes
Max Web CSI: 0.772
Bearings B, Y, & Q are a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 20.02.00A.1020.21
Chords Tens.Comp.
Chords Tens. Comp.
Lumber
B-C 1028 -326
I-J 1392 -2401
Top chord: 2x4 SP #2;
C - D 1168 - 563
J - K 964 -1618
Bot chord: 2x4 SP #2;
D - E 1165 - 542
K - L 950 -1624
Webs: 2x4 SP #2;
E - F 2374 -1332
L - M 1517 -2683
Purlins
F - G 2386 -1342
M - N 995 -1771
G - H 688 - 352
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Maximum Bot Chord Forces
Per Ply (Ibs)
Wind
Chords Tens.Comp.
Chords Tens. Comp.
Wind loads based on MWFRS with additional C&C
B -AA 321 -919
V - U 1353 -655
member design.
AA- Z 1092 -1871
U - T 2442 -1322
Right end vertical not exposed to wind pressure.
Z - Y 1091 -1874
T - S 2368 -1325
Right cantilever is exposed to wind
Y - X 716 -1112
S - R 2215 -1263
Wind loading based on both gable and hip roof types. a�+7 FL
W - V 1344 -657
Additional Notes �•�r■....,an/��
Maximum Web Forces
Per Ply (Ibs)
Negative reaction(s) of -294# MAX. from a non -wind ••+ ,,�EN� '• �" V/�
•i
Webs Tens.Comp.
Webs Tens. Comp.
load case requires uplift connection. See Maximum •e
C -AA 375 -399
I - U 1124 660
Reactions. •
D -AA 576 - 907
J - T 688 -1149
Shim all supports to solid bearing. No. 648 :
AA- E 1536 -828
K - T 1025 -560
• •
E -Y 629 -1046
T - L 629 - 966
Y - G 923 -1622
L - S 529 - 225
• •
G-X 1081 -529
M-R 747 -1214
0 ATE OF t
X - H 774 -1312
R - N 1904 -1069
e i v
H - W 823 - 469
N - Q 477 - 810
� ' Z• k©R1�,�'���
W -1 844 -1422
AL
COA 4
04/29/2021
**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, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide
bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall
temporary
have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10,
Apply face truss Details, kefer
as applicable. plates to each of and position as shown above and on the Join unless noted otherwise.
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
to
ALPINE
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
in ANSI/TPI 1, for handling, installation A
pry rnry Cps m.
truss conformance with or shipping,, and bracingof trusses. seal on this drawingor cover pagpe
listing this drawin indicates acceptance of professional encLlneering responsibilityy solelyor the design shown. The suitabilitand use of fhis
Iucture -Designer
6750 Forum Drive
Suite 305
drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or
• AWC: awc.org
Orlando FL, 32821
SEQN: 167334 / SPEC
Ply: 1
Job Number: G8265
Cust: R 761 JRef:1X4Z7610010 T41
FROM:
City: 1
/GROZA
BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
DrwNo: 119.21.1636.06274
Truss Label: T17
JB / DF 04/29/2021
33'9"9
1'11�.9
4'97 8'11"1
ii
12'10"1 20'2"7 25'S"12 30'9"1
31'10" 1 41'10"
4'9"7 } 4'1"10 +
3'11"13 7'3"9 } 5'3"5 + 5'3"5
} 1'd"15 r 8'0"7 t
5X5
=5X8
12 D
=3X8 =5X6 =3X4 -5X5 I
E F G H �3J4 T
T � 5
1.5X4
1
Y' C
FD
-v o
(a
:ZZ
A
1 �1� B
K
P O N43X8
a�
-5X6 =4X4 =3X
B4 �8'1"
R
Q
3X5(A1) -3X4
=6X8
_
0 2.5
=3X6(C6)(F1)
12
12'8"10
28'8"8
Al
8'111
3'11"5 70"9 5'3"5 53"5
1'4"7 7V. i�"8
8'111
12'10, 19'10"15 25'2"4 30'5"9
31' 0" 41'1"10 41'5"2
1
34'1"1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Gravity Non -Gravity
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.193 H 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 229 /-388 /- /194 /213 /200
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.372 H 917 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.055 L - -
Q 2499 /- /- /1211 /1460 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ (TL ): 0.103 L - -
K 828 /- /- /532 /480 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TIC CSI: 0.981
B Br Width = 7.6 Min Re 1.5
g q =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.529
Q Brg Width = 3.5 Min Req = 2.9
K Brg Width = 3.5 Min Reg = 1.5
Spacing: 24.0 "
C&C Dist a: 4.18 ft
Rep Fac: Yes
Max Web CSI: 0.624
Bearings B, Q, & K are a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 20.02.00A.1020.21
Chords Tens.Comp. Chords Tens. Comp.
Lumber
B - C 1264 - 590 G - H 1065 -1793
Top chord: 2x4 SP #2;
C - D 1407 -682 H - I 999 -1634
Bot chord: 2x4 SP #2; B4 2x4 SP 2250f-1.9E;
D - E 2144 -1119 I - J 1020 -1669
Webs: 2x4 SP #2;
F - G 778 -1297 J - K 1299 - 2391
Rt Slider: 2x4 SP #2; block length = 3.043'
Bracing
Maximum Bot Chord Forces Per Ply (Ibs)
(a) 1 x4 "T" reinforcement. 80% length of web
Chords Tens.Comp. Chords Tens. Comp.
member. Same species & grade or better, attached
B - R 635 -1135 N - M 1809 - 861
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
R - 807 Q 807 -127 5 M - L 20676
Q
or (1) continuous lateral restraint equally spaced on
member.
--111
10
Q - 1- 2295 L - K 216
O - N 1358 - 614
Purlins
In lieu of structural panels use purlins to brace all flat
Myypen
'�'
Maximum Web Forces Per Ply (Ibs)
TIC @ 24" oc.
Wind
� ��
Webs Tens.Comp. Webs Tens. Comp.
C - R 396 -416 O - G 384 -499
•�•+••■.••an
`1LJ��
D - Q 743 -1356 G - N 499 -262
Wind loads based on MWFRS with additional C&C
design.
*• fir•• �
o••
E - Q 705 -1018 H - M 473 - 767
member
•r•
+
E - P 2086 -1125 1 - M 1301 - 880
Right cantilever is exposed to wind
g p
+
P - F 689 - 963 M - J 572 - 801
Wind loading based on both gable and hip roof types.
No. 64$
F - O 1430 -815 J - L 500 107
•
Additional Notes
* •
Negative reaction(s) of -388# MAX. from a non -wind
r
• •
load case requires uplift connection. See Maximum
ATE OF
Reactions.
.p� y'
Shim all supports to solid bearing.
731'
� LOR1�����i
•
*0M ii�•
Al
co A #0
04/29/2021
**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
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections
properly
B3, B7 or B10,
as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to ALPINE
drawings 16OA-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the NN,TW COMPANY
truss in ANSI/TPI 1, for handling, installation bracing trusses. A this drawing
conformance with or shipping,. and of seal on or cover pa ga 6750 Forum Drive
listing this drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this Suite 305
-Designer
drawing for any sfIuctur is the responsibility of the Building
per ANSI(TPI 1 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or
• AWC: awc.org Orlando FL, 32821
SEQN: 167335 / HIPS
Ply: 1
Job Number: G8265
Cust: R761 JRef:1X4Z7610010 T40
FROM:
Qty: 1
/GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
Dnallo:
119.21.1636.06774
Truss Label: T18
JB / DF 04/29/2021
5'113 10'11"1 12'1 6 17'6"7 22'0"11 26'3"3 1 ""15
36'7"13
41'10"
5'113 4'11"14 1'11.5 4'8"1 4,6"4 4'2"8 4'7"12
5'8"14
5'2"3
=5X8 =3X5 =3X5 =5X6 =3X4 =5X8
12 D E F G H I
T 5
T
3X4
C
=1.5X4
-
o
J
m
v T P O N
;3X5=5X10(SRS)
M
rn
''' 0 A B =3X4 1111.5X45X5
K LS1"
1
=3X5(A1) 1111: X4 =3X4=6X80 2.5
=3X5(F'1)
12
12'810 29'1"6
5'1"10 1'11"5 4'4"8 4'8"1 4'7"12 4'2"8
1'3"14 9'0"9
8"6
5'9"7 10'11"1 12'1 "6 17'2"15 21'10"15 26'6"11 30'9"3
32' "1 41'1"10
4 '10"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.180 M 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
B 198 /-445 /-
/228 /262 /230
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.346 M 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.066 M - -
R 2599 /- /-
/1244 /1515 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZTL
( ): 0.124 M
K 853 /- /-
/603 /501 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
p
FBC 7th Ed. 2020 Res.
Max TIC CSI: 0.718
B Br Width = 7.6
g
Min Re 1.5
g =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.897
R Erg Width = 3.5
K Brg Width = 7.6
Min Reg = 3.1
Min Reg = 1.5
Spacing: 24.0 "
C&C Dist a: 4.18 ft
Rep Fac: Yes
Max Web CSI: 0.457
Bearings B, R, & K are a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 20.02.00A.1020.21
Chords Tens.Comp.
Chords Tens. Comp.
Lumber
B - C 1373 - 576
H - 1 702 -1187
Top chord: 2x4 SP #2;
C - D 1685 - 866
I - J 1023 - 2008
Bot chord: 2x4 SP #2;
D - E 1965 - 992
J - K 1533 - 2549
Webs: 2x4 SP #2;
E - F 979 -456
Purlins
In lieu of structural panels use purlins to brace all flat
Maximum Bot Chord Forces Per Ply (Ibs)
TIC @ 24" oc.
Chords Tens.Comp.
Chords Tens. Comp.
Wind
B-T 611 -1243
P-O 1153 -413
T - S 611 -1249
O - N 1533 - 638
Wind loads based on MWFRS with additional C&C
S - R 1037 -1547
N - M 1532 - 635
member design.
R - Q 1318 -2016
M - K 2361 -1339
Wind loading based on both gable and hip roof types.
Q - P 725 - 941
Additional Notes
Negative reaction(s) of -445# MAX. from a non -wind ►S Ft
load case requires uplift connection. See Maximum
Maximum Web Forces
Webs Tens.Comp.
Per Ply (Ibs)
Webs Tens. Comp.
F■■.■,
Reactions. •A� a"•y+�/d/�
C - S 474 -641
F - P 1311 -686
A +*
Shim all supports to solid bearing. V .• +r�i� +i
• +*
D - R 639 -1144
P - H 599 -1034
✓✓
E - R 661 -1056
0-1 271 -429
+
No. 648 %.
E - Q 1293 - 697
1 - M 728 - 206
+ a
Q-F 613 -957
M-J 590 -500
■
1
•
A7E OF
COA #o � �-
04/29/2021
**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, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide
bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall
temporary
have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10,
Apply face truss Details, kefer
as applicable. plates to each of and position as shown above and on the Join unless noted otherwise.
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
to
ALPINE
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in ANSI/TPI 1, for handling, installation bracingof trusses. A this drawingor
pry rnrycwm.
conformance with or shipping,, and seal on cover pagpe
listing this drawin indicates acceptance of professional encLsneering responsibilityy solelyor the design shown. The suitabilitand use of fhis
Iucture -Designer
6750 Forum Drive
Suite 305
drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or
• AWC: awc.org
Orlando FL, 32821
SEQN: 167336 / HIPS
Ply: 1
Job Number: G8265
Cust: R761 JRef:1X4Z7610010 T43
FROM:
Qty: 1
/GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
Dnallo:
119.21.1636.06698
Truss Label: T19
JB /
DF 04/29/2021
6'10"13 12'11"1 _ 18'6"12 1 24'0"11 i 28'10"15_i_
35'6"1
41'10"
6'10"13 6'0"4 91, 5'5"15 4'10"4
6'7"2
6'3"15
=5X8 =3X5 1111.5X4 =5X8
D E F G
12
5 �
T
3X4
3X4
C
H
N M L
rs io B=5X10(SRS)
I
A 1.5 X45X5
K
J
�3 =4XX4
1.5X4
3X5(A1) 1111.5QX4 =5X8 0 2.5
=3X5(1`1)
12
12'8"10 29'1"6
6'1"5 5'4"14 5'711 4'10"4 9'3"14
5'6"12
5'5"13 8"6
6'9"1 12'10"6 18'3"4 23,10"15 28'9"3 30' "1
35'7"13
41'1"10 4 '10"
�1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.186 H 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 178 /-456 /-
/227 /289 /266
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.357 H 968 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.070 K - -
P 2619 /- /-
/1275 /1484 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZTL
( ): 0.132 K
I 849 /- /-
/613 /509 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
Wind reactions based
on MWFRS
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
p
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.952
B Br Width = 7.6
g
Min Re 1.5
g =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.904
P Brg Width = 3.5
I Brg Width = 7.6
Min Reg = 3.1
Min Reg = 1.5
Spacing: 24.0 "
C&C Dist a: 4.18 ft
Rep Fac: Yes
Max Web CSI: 0.948
Bearings B, P, & I are
a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord
Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 20.02.00A.1020.21
Chords Tens.Comp.
Chords Tens. Comp.
Lumber
B - C 1449 -570
F - G 451 -643
Top chord: 2x4 SP #2;
C - D 1911 - 911
G - H 918 -1684
Bot chord: 2x4 SP #2;
D - E 602 -155
H - I 1448 - 2533
Webs: 2x4 SP #2;
E - F 440 -631
Purlins
In lieu of structural panels use purlins to brace all flat
Maximum Bot Chord
Forces Per Ply (Ibs)
TC @ 24" oc.
Chords Tens.Comp.
Chords Tens. Comp.
Wind
B-Q 615 -1310
N-M 1255 -462
Q-P 615 -1316
M-L 1254 -464
Wind loads based on MWFRS with additional C&C
P - O 1134 -1749
L - K 2338 -1261
member design.
O - N 474 - 565
K - 1 2329 -1250
Wind loading based on both gable and hip roof types.
Additional Notes
Maximum Web Forces Per Ply (Ibs)
�1MMIMf
Negative reaction(s) of -456# MAX. from a non -wind r �J FLU
Z.
Webs Tens.Comp.
Webs Tens. Comp.
load case requires uplift connection. See Maximum t7 •..■■e..
Reactions. �/�
C - P 557 -750
E - N 1277 641
(� • E1V cA'•••
�7
P - D 1063 -1839
D O 1408 775
N - G 420 -746
G L 674 314
Shim all supports to solid bearing. w �•
;+
- -
- -
*
•
O - E 666 -1005
L - H 654 - 792
• No. 648 •
1 r •
if • i
ATE ®F• c
••�L O R1pP�ti��c'
coA #oAIAIL
04/29/2021
**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, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide
bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall
temporary
have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10,
Apply face truss Details, kefer
as applicable. plates to each of and position as shown above and on the Join unless noted otherwise.
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
to
ALPINE
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in ANSI/TPI 1, for handling, installation bracingof trusses. A this drawingor
pry rnry Cps m.
conformance with or shipping,, and seal on cover pagpe
listing this drawin indicates acceptance of professional encLsneering responsibilityy solelyor the design shown. The suitabilitand use of fhis
Iucture -Designer
6750 Forum Drive
Suite 305
drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or
• AWC: awc.org
Orlando FL, 32821
SEQN: 167338 / HIPS
Ply: 1
Job Number: G8265
Cust: R 761 JRef:1X4Z7610010 T42
FROM:
City: 1
/GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
DrwNo: 119.21.1636.06494
Truss Label: T20
JB / DF 04/29/2021
6'1013 12'10"6 14'1�"1 20'6"12 26'10"15 _12T11"5 346"1 41'10"
r' 6'10"13 5'11"9 1'0"11 5'7"11 6'4"3 1' "6 6'6"12 T3"15
5X6
111.5X4
-5X8 -3X4 1111.5X4
5X5 E F G H
I
D
12
T
5 �
3X4
3X4
C
io
J o
iD
o O N
D
= 5X12
N g p =_5X10(SRS)
M K
J_+8,1,,
A O -3X5
1111.5X4 L
3X5(A1) III1.5X4 =6X8 -5X5 0 2.5
=3X5(1`1)
12
12'8"10 291"6
1' 6'91 6'1"5 2'0"1�1 5'4"3 5'7"11 2'2"?� 6'6"12 6'5113 8'i6
_
6'91 12'10"6 14'1 "1 20'3"4 25'10"15 28'1'1 34'7"13 41110 ��'10"
�1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Gravity Non -Gravity
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.199 J 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 189 /-425 /- /226 /280 /302
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.381 J 907 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.076 M - -
R 2578 /- /- /1265 /1446 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ (TL ): 0.144 M
K 863 /- /- /631 /518 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.856
B Br Width = 7.6 Min Re 1.5
g q =
Load Duration: 1.25
BCDL: 4.0 psf
p
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.743
R Brg Width = 3.5 Min Reg = 3.
K Brg Width = 7.6 Min Reg = 1.5
Spacing: 24.0 "
C&C Dist a: 4.18 ft
Rep Fac: Yes
Max Web CSI: 0.937
Bearings B, R, & K are a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 20.02.00A.1020.21
Chords Tens.Comp. Chords Tens. Comp.
Lumber
B - C 1374 -519 G - H 603 -899
Top chord: 2x4 SP #2;
C - D 1822 - 830 H - I 971 -1488
Bot chord: 2x4 SP #2;
D - E 1152 -409 I - J 807 -1477
Webs: 2x4 SP #2;
F - G 594 -890 J - K 1432 -2537
Purlins
In lieu of structural panels use purlins to brace all flat
Maximum Bot Chord Forces Per Ply (Ibs)
TC @ 24" oc.
Chords Tens.Comp. Chords Tens. Comp.
Wind
B - S 571 -1243 O - N 979 -242
S - R 570 -1248 N - M 2331 -1231
Wind loads based on MWFRS with additional C&C
R - Q 1068 -1693 M - K 2330 -1224
member design.
Q - P 778 -1090
Wind loading based on both gable and hip roof types.
Additional Notes
Maximum Web Forces Per Ply (Ibs)
�+ C
Negative reaction(s) of -425# MAX. from a non -wind {'.� i'
Webs Tens.Comp. Webs Tens. Comp.
,�
load case requires uplift connection. See Maximum " .+■•••e„ �1
`-,,
C - R 513 -714 F - O 1051 -502
Reactions. * AG"E N
D - R 1041 -1846 O - H 134 -433
Shim all supports to solid bearing. �+ :+
D - Q 1520 -728 H - N 1052 -687
E - Q 760 -1463 1 - N 388 - 363
i
Qw:
NO.�77`�'7�e
E-P 1275 -669 N -J 751 -1016
.
• *
P - F 602 - 924
1
ArE OF
pc�''�••hl O R10.•
# nIVAt
COA
04/29/2021
**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
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections
properly
B3, B7 or 1310,
as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to ALPINE
drawings 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the NN,TW COMPANY
truss in ANSI/TPI 1, for handling, installation bracing trusses. A this drawing
conformance with or shipping,. and of seal on or cover pa ga 6750 Forum Drive
listing this drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this Suite 305
-Designer
drawing for any sfIuctur is the responsibility of the Building per ANSINI 1 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or
• AWC: awc.org Orlando FL, 32821
SEQN: 167339 / HIPS
Ply: 1
Job Number: G8265
Cust: R761 JRef:1X4Z7610010 T39
FROM:
Qty: 1
/GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
Dnallo: 119.21.1636.06883
Truss Label: T21
JB / DF 04/29/2021
6'10"8 12'10"6 16'11"1 24'10"15 29'9"9
35'6"7 41'10.'
r 6'108 511"14 4'0"11 7'11"14 4'10"10
N' 14 6'3"9
=5X6
=6X8 1111.5X4
E F G
4X6
12 D z�z 3X4
5 [�-- H
H0510
: 5X5 ;o
"v C
I rn
N M
r3.10 Is =_H0619 =5X5
A
J
K
1
_4�
1111.5X4 �8'1"
=3X5(A1) 1111.5X4 =6X8 0 2.5
=3W(F1)
12
12'8"10 29'1"6
1 6'1"5 4'0"11 6'11"14 6'2"2
5'6"12 5'S"13 8"6
12'10"6 16'11"1 23'1615 30'1"1
35'7"13 41'1"10 4 '10"
�1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.191 1 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 186 /-422 /- /235 /286 /338
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.366 1 944 240
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.076 L - -
P 2572 /- /- /1263 /1449 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZTL
( ): 0.144 L
J 862 /- /- /634 /517 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
p
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.839
=
B Br Width = 7.6 Min Re 1.5
g
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.883
P Brg Width = 3.5 Min Reg = 3.5
g
J Brg Width = 7.6 Min Reg = 1.5
Spacing: 24.0 "
C&C Dist a: 4.18 ft
Rep Fac: Yes
Max Web CSI: 0.935
Bearings B, P, & J are a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE, HS
VIEW Ver: 20.02.00A.1020.21
Chords Tens.Comp. Chords Tens. Comp.
Lumber
B - C 1367 - 528 F - G 432 - 506
Top chord: 2x4 SP #2;
C - D 1819 - 839 G - H 381 - 561
Bot chord: 2x4 SP #2;
D - E 680 -168 H - 1 998 -1800
Webs: 2x4 SP #2;
E - F 422 -495 1 - J 1454 -2561
Purlins
In lieu of structural panels use purlins to brace all flat
Maximum Bot Chord Forces Per Ply (Ibs)
TC @ 24" oc.
Chords Tens.Comp. Chords Tens. Comp.
Wind
B - Q 589 -1236 N - M 1554 -643
Q - P 588 -1241 M - L 2360 -1261
Wind loads based on MWFRS with additional C&C
P - O 1077 -1691 L - J 2351 -1253
member design.
O - N 562 -616
Wind loading based on both gable and hip roof types.
Additional Notes �My
Maximum Web Forces Per Ply (Ibs)
F
Webs Tens.Comp. Webs Tens. Comp.
Negative reaction(s) of -422# MAX. from a non -wind �J�/
load case requires uplift connection. See Maximum+.+••ane `,A.
C - P 511 -712 N - F 368 -396
Reactions. O ••r•• ftt
D - P 1052 -1842 N - H 757 -1200
••••
Shim all supports to solid bearing. •
D - O 1576 - 754 H - M 657 - 258
E - O 708 -1262 M - 1 565 - 694
•
• No. 648 a
E - N 1252 - 631
• • y
r
ATE QF i• c
�.t��'•�L O R10P��'[�
` NAV-
COA #
04/29/2021
**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, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide
bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall
temporary
have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10,
Apply face truss Details, kefer
as applicable. plates to each of and position as shown above and on the Join unless noted otherwise.
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
to ALPINE
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the pry rnry Cps m.
truss in ANSI/TPI 1, for handling, installation bracingof trusses. A this drawingor
conformance with or shipping,, and seal on cover pagpe 6750 Forum Drive
listing this drawin indicates acceptance of professional encLlneering responsibilityy solelyor the design shown. The suitabilitand use of fhis Suite 305
Iucture -Designer
drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or
• AWC: awc.org Orlando FL, 32821
SEQN: 167340 / HIPS
Ply: 1
Job Number: G8265
Cust: R761 JRef:1X4Z7610010 T35
FROM:
Qty: 1
/GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
Dnallo: 119.21.1636.06495
Truss Label: T22
JB / DF 04/29/2021
6'107 12'10"6 18'11"1 22'10"15� 27'6" 31'11"5
36'8"3 41113
6'107 5'11"15 6'0"11 3'11"14 4'7"1 4'5"5
4'8"14 5'113
=5X8 =5X8
E F
e 4X5
12 4X5 G
D
5 1111.5X4
H
5X5
a SXS
I
1T B p N 3X4 =5X14 J
A
i �[ :4X4 =5X6
3X5(A1) 131 p R6X8
111.5X4 0 2.5
=3X5(F1)
12
12'5"13 294"3
6'1"5 6'0"11 2'11"1{t 9'2"2
il5
9'0"9 8"6
6'9"1 12'10"6 18'11"l 21'10" 32'1"1
41'1"10 4 '10"
1'
2210"15
1'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.255 H 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 293 /-276 /- /547 /285 /373
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.475 H 737 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.097 L - -
R 2304 /- /- /1320 /1251 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZTL
( ): 0.181 L
J 955 /- /- /684 /568 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
p
FBC 7th Ed. 2020 Res.
Max TIC CSI: 0.748
=
B Br Width = 7.6 Min Re 1.5
g
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.941
R Brg Width = 7.6 Min Reg = 1.5
g
J Brg Width = 7.6 Min Reg = 1.5
Spacing: 24.0 "
C&C Dist a: 4.18 ft
Rep Fac: Yes
Max Web CSI: 0.852
Bearings B, R, & J are a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 20.02.00A.1020.21
Chords Tens.Comp. Chords Tens. Comp.
Lumber
B - C 1060 -713 G - H 1530 -2567
Top chord: 2x4 SP #2;
C - D 1265 - 566 H - I 1384 - 2549
Bot chord: 2x4 SP #2; 61 2x4 SP 2250f-1.9E;
E - F 437 - 443 I - J 1775 - 2957
Webs: 2x4 SP #2;
F - G 486 - 671
Purlins
In lieu of structural panels use purlins to brace all flat
Maximum Bot Chord Forces Per Ply (Ibs)
TC @ 24" oc.
Chords Tens.Comp. Chords Tens. Comp.
Wind
B - Q 1005 -954 N - M 570 -85
Q-P 1983 -1918 M-L 1197 -461
Wind loads based on MW FRS with additional C&C
P - O 807 -1154 L - J 2735 -1559
member design.
Wind loading based on both gable and hip roof types.
Maximum Web Forces Per Ply (Ibs)
Left bottom chord exposed to wind.
Webs Tens.Comp. Webs Tens. Comp.
Additional Notes ` �(J'
Lr
Q - C 480 -319 N - F 359 -783
Negative reaction(s) of -276# MAX. from a non -wind
load See Maximum ••'•��•"°"•. f�
C - P 375 - 718 F - M 802 337
D - P 1009 -1678 M - G 615 -836
case requires uplift connection.
Reactions. •* 4�j E1V� `•11
• � o
*
D - O 1496 - 695 G - L 1524 - 838
Shim all supports to solid bearing. "i
*
E - O 495 - 899 L - I 453 - 347
+
E - N 731 - 353
• No. 648
E QF :•
�.►•h�OROsse1o*��1�
04/29/2021
**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, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide
bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall
temporary
have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10,
Apply face truss Details, kefer
as applicable. plates to each of and position as shown above and on the Join unless noted otherwise.
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
to ALPINE
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the pry rnry Cps m.
truss in ANSI/TPI 1, for handling, installation bracingof trusses. A this drawingor
conformance with or shipping,, and seal on cover pagpe 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibilityy solelyor the design shown. The suitabilitand use of fhis Suite 305
Iucture -Designer
drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or
• AWC: awc.org Orlando FL, 32821
SEQN: 167341 HIPS
Ply: 1
Job Number: G8265
Cust: R761 JRef:1X4Z7610010 T38
FROM:
Qty: 1
/GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
Dnallo:
119.21.1639.14550
Truss Label: T23
JB / DF 04/29/2021
6'10"7 12'10"6 16'111 20'0"1 24'10"15 29'6' 3T11"11 41'10"
r 6'107 5'11"15 4'0"11 3'1"10 4'10"4 4'7"1 4'5"11 7'10"5
1
=5X8 1111.5X4 =5X8
E F G
g4D �4X5
12
H
5 �
5X5
5X5
`v
r`
i
m
o
r`
rs +u B N M
L
J
1i A 0=5X10(SRS) =3X4
=5X14
_4
3X5(A1) III 1.5X4 R6X8
=3X5(F1)
0 2.5
12
12'5"13 29'4"3
6'1"5 4'0'11 _i_ 2'11„1{4 5' 9,2"2
70"9
_ 8'i6
6'9"1 12'10"6 16'11"1 19'10" 5 24'10"15 34'1"1
41'1"10
4 '10"
�1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.250 1 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
B 310 /-201 /-
/505 /295 /338
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.465 1 753 240
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.093 L - -
R 2197 /- /-
/1329 /1141 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZTL
( ): 0.173 L
J 983 /- /-
/701 /602 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
p
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.709
B Br Width = 7.6
g
=
Min Re 1.5
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.888
R Brg Width = 7.6
J Brg Width = 7.6
g
Min Reg = 1.5
Min Reg = 1.5
Spacing: 24.0 "
C&C Dist a: 4.18 ft
Rep Fac: Yes
Max Web CSI: 0.849
Bearings B, R, & J are a
rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 20.02.00A.1020.21
Chords Tens.Comp.
Chords Tens. Comp.
Lumber
B - C 861 -586
G - H 720 -996
Top chord: 2x4 SP #2;
C - D 1109 - 385
H - 1 1911 - 2978
Bot chord: 2x4 SP #2;
E - F 454 - 365
I - J 1734 - 3005
Webs: 2x4 SP #2;
F - G 460 -371
Purlins
In lieu of structural panels use purlins to brace all flat
Maximum Bot Chord Forces Per Ply (Ibs)
TC @ 24" oc.
Chords Tens.Comp.
Chords Tens. Comp.
Wind
B - Q 854 -813
N - M 873 -270
Q - P 1681 -1630
M - L 1484 - 734
Wind loads based on MW FRS with additional C&C
P - O 633 - 997
L - J 2761 -1496
member design.
Wind loading based on both gable and hip roof types.
Maximum Web Forces
Per Ply (Ibs)
Left bottom chord exposed to wind. 1M14M1p
Webs Tens.Comp.
Webs Tens. Comp.
Additional Notes r kS FL j
Q - C 482 -314
N - G 386 -759
Negative reaction(s) of -201# MAX. from a non -wind �7+.•�'••`• 4a•" FI�a'
••._
C - P 381 -743
D P 953
G - M 668 -310
M H 592
load case requires uplift connection. See Maximum * � ,ENS �/'1
- -1673
D O 1373 620
- -779
H L 1575 959
Reactions. •• ;�
- -
- -
Shim all supports to solid bearing. i
E - O 487 - 996
1 - L 377 - 293
No. a,� :
Ll•f
E - N 897 -468
1 •
if • i
ATE ®F� c
OJ*ftw R1p.•
i`.•hL
coA #oAIAIL
04/29/2021
**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, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide
bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall
temporary
have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10,
Apply face truss Details, kefer
as applicable. plates to each of and position as shown above and on the Join unless noted otherwise.
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
to
ALPINE
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in ANSI/TPI 1, for handling, installation bracingof trusses. A this drawingor
pry rnry Cps m.
conformance with or shipping,, and seal on cover pagpe
listing this drawin indicates acceptance of professional encLsneering responsibilityy solelyor the design shown. The suitabilitand use of fhis
Iucture -Designer
6750 Forum Drive
Suite 305
drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or
• AWC: awc.org
Orlando FL, 32821
SEQN: 167390 HIPS
Ply: 1
Job Number: G8265
Cust: R761 JRef:1X4Z7610010 T37
FROM:
City: 1
/GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
DrwNo:
119.21.1639.16703
Truss Label: T24
JB / DF 04/29/2021
38
3'3"6
0
T;22'4"15 2615 _ 31'6"
355 41'10"
T2" 6'2"12 5 4'2"8 TV
1"5 5'10"11
=5X8 =3X5 III1.5X4 =5X8
04X5 E F G H
D
12 a 3X5
5 � I
3X4
C
1111.5X4
co
m
J
1z
ro•m A
B Q .5X6 =4X�7 =5X6
=5X12
K L i�
ay..
3X5(Ai) 1112X4 e8X10(")
=3X5(F1)
a 2.5
12
e 5X5
13'4"5 28'5"11
�1' 7'0"4 6'4"8 1'6"5 4'6" 4'6" 9'2"2 5'0"9
8"6
7'0"4 13'4"12 14' 1"1 22'4"15 26'10"15 36'1"l
41'1"10
41 '10"
17'10" 5
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.187 J 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
B 253 /-299 /-
/534 /291 /302
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.358 J 947 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.059 M - -
T 2431 /- /-
/1438 /1296 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ (TL ): 0.111 M - -
K 876 /- /-
/638 /527 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
p
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.786
B Br Width = 7.6
g
Min Re 1.5
q =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.794
T Brg Width = 7.6
K Brg Width = 7.6
Min Reg = 2.
Min Reg = 1.5
Spacing: 24.0 "
C&C Dist a: 4.18 ft
Rep Fac: Yes
Max Web CSI: 0.919
Bearings B, T, & K are a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 20.02.00A.1020.21
Chords Tens.Comp.
Chords Tens. Comp.
Lumber
B - C 1077 -670
H - I 588 -855
Top chord: 2x4 SP #2;
C - D 1553 - 680
I - J 1617 - 2626
Bot chord: 2x4 SP #2;
D - E 1077 - 349
J - K 1479 - 2655
Webs: 2x4 SP #2;
E - F 481 -50
Plating Notes
(**) 1 plate(s) require special positioning. Refer to
Maximum Bot Chord Forces Per Ply (Ibs)
scaled plate plot details for special positioning
Chords Tens.Comp.
Chords Tens. Comp.
requirements.
B - S 895 -968
P - O 407 -422
Purlins
S - R 883 - 974
O - N 739 -196
R - Q 936 -1452
N - M 1299 - 639
In lieu of structural panels use purlins to brace all flat
Q - P 749 -1041
M - K 2436 -1276
TC @ 24" oc.
Wind
Maximum Web Forces
Per Ply (Ibs)
�Wind loads based on MWFRS with additional C&C S7 /��
Webs Tens.Comp.
Webs Tens. Comp.
�
member design. .......•e„•'�/A-
•••••
S - C 542 -338
P - F 679 -1051
Wind loading based on both gable and hip roof types. O E. �1
C - R 454 -871
F - O 1057 -596
•••`
Left bottom chord exposed to wind. •
D - R 973 -1672
O - H 350 - 687
D - Q 1323 - 614
H - N 574 - 257
Additional Notes :
No. 648
E - Q 662 -1403
N - 1 541 -684
• `
Negative reactionof -299# MAX. from anon -wind • •
E - P 1075 - 574
1 - M 1348 - 775s)
load case requires uplift connection. See Maximum
Reactions.
Shim all supports to solid bearing. ATE OF--
AM.
C #
04/29/2021
**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
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections
properly
B3, B7 or B10,
as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to
drawings 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
ALPINE
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in ANSI/TPI 1, for handling, installation bracing trusses. A this drawing
AN,TW COMPANY
conformance with or shipping,. and of seal on or cover pa ga
listing this drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this
-Designer
6750 Forum Drive
Suite 305
drawing for any sfIuctur is the responsibility of the Building per ANSINI 1 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or
• AWC: awc.org
Orlando FL, 32821
SEQN: 167343 HIPS
Ply: 1
Job Number: G8265
Cust: R761
JRef:1X4Z7610010 T36
FROM:
Qty: 1
/GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
Dnallo: 119.21.1639.18877
Truss Label: T25
JB / DF 04/29/2021
6'11"3 12'11"1 15'4"12 22'1"13 1 28'10"15 1_ 33'6" _1_ 37'11"5_1_
41'10"_i
6'11"3 5,11"14 2'5"1 6'9"2 6'9"2 4'7"1 4'5"5
3'10"11
=5X8 =3X6 1111.5X4 =5X8
D E F G
12
5 �
T
3X43X4
HC1111.5X4
I
zo
�
I
zo
B
J
'y'° �i AN M
L
K
=3X5(A1) 1111.5X4 =3XQ4 O3X3 =4X8 =5X6
=5X12
=3X5(F1)
=6X6
2.5
0
12
15'4"5 26'5"11
6'1"10 2'5"11 6'9"2 6'9"2
9'2"2
3'0"9
6'9"7 12-11"1 15'4" 2 22'1"13 28'10"15
38'1"1
�11
411
�8"6
41-10"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.166 1 999 360
Loc R+ / R- / Rh
/ Rw / U / RL
B 513 /- /-
/622 /379 /266
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.313 1 999 240
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.041 1 - -
P 1900 /- /-
/1247 /950 /-
Des Ld: 37.00
EXP: C Kzt: NA
() HORZ TL : 0.067 N - -
J 959 /- /-
/689 /593 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
Wind reactions based on
MWFRS
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
p
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.591
B Br Width = 7.6
g
=
Min Re 1.5
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.943
P Brg Width = 7.6
J Brg Width = 7.6
g
Min Reg = 1.5
Min Reg = 1.5
Spacing: 24.0 "
C&C Dist a: 4.18 ft
Rep Fac: Yes
Max Web CSI: 0.972
Bearings B, P, & J are a rigid
surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 20.02.00A.1020.21
Chords Tens.Comp.
Chords Tens. Comp.
Lumber
B - C 534 -760
F - G 639 -676
Top chord: 2x4 SP #2;
C - D 423 -65
G - H 876 -1279
Bot chord: 2x4 SP #2;
D - E 585 -25
H - I 1795 -2893
Webs: 2x4 SP #2;
E - F 639 -676
I - J 1702 -2940
Purlins
In lieu of structural panels use purlins to brace all flat
Maximum Bot Chord Forces Per Ply (Ibs)
TC @ 24" oc.
Chords Tens.Comp.
Chords Tens. Comp.
Wind
B-R 939 -401
N-M 1134 -515
R - Q 923 - 400
M - L 1641 - 936
Wind loads based on MWFRS with additional C&C
Q - P 297 - 378
L - J 2691 -1495
member design.
O - N 362 - 570
Wind loading based on both gable and hip roof types.
Left bottom chord exposed to wind. IMNINy,., _
Maximum Web Forces Per Ply (Ibs)
Additional Notes [yS FIL
Webs Tens.Comp.
Webs Tens. Comp.
Shim all supports to solid bearing. V•,.•■••.Q„•. A-
•.•
R- C 519 -319
C Q 430 841
E - N 1478 -804
F N 377 398
••` �� ENS
•• ST `
- -
D - Q 700 - 393
- -
N - G 271 - 579
••
i
D - P 336 - 796
G - M 532 - 206
•
No. '648
P - O 766 -1Z78
M - H 494 - 595
� :
a
O - E 764 -1177
H - L 1188 - 654
•
A7E ©F i•
• ORIp.•�` '
,
COA #0
04/29/2021
**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, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide
bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall
temporary
have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10,
Apply face truss Details, kefer
as applicable. plates to each of and position as shown above and on the Join unless noted otherwise.
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
to
ALPINE
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in ANSI/TPI 1, for handling, installation bracingof trusses. A this drawingor
pry rnry Cps m.
conformance with or shipping,, and seal on cover pagpe
listing this drawin indicates acceptance of professional encLsneering responsibilityy solelyor the design shown. The suitabilitand use of fhis
Iucture -Designer
6750 Forum Drive
Suite 305
drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or
• AWC: awc.org
Orlando FL, 32821
SEQN: 167344 SPEC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T33
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1639.21957
Truss Label: T26 JB / DF 04/29/2021
5'3"8 _ _ 10'7" _ _ 12'3"1¢_ 1T7"12
5'3"8 5'3"8 1'8"15 5'3"13
12
5 ["— =4X4
D
24'11"15
24'11"15
7'4"3
2.5 0
12
i_ 5' _i_ 52 _i_ 1'10"11_ 5-7"5 _i_ 5'3"13 1'0
"a T
8 10'S"4 12'3"1 1T11"4 24'3 9
8 i_8"f
38 24' 1"15
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.105 E 999 360
VERT(CL): 0.194 E 999 240
HORZ(LL): 0.045 1 - -
HORZ(TL): 0.083 1
Creep Factor: 2.0
Max TC CSI: 0.453
Max BC CSI: 0.805
Max Web CSI: 0.582
EW Ver: 20.02.00A.1020.21
�►S FL
V r•• •■ENS
•
•
No. 648
r
ATE OF rres;`
Q' •,,LUR1'010
COA # �aNA'
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
O 932 /- /- /486 /581 /296
G 1001 /- /- /626 /564 /-
Wind reactions based on MWFRS
O Brg Width = 3.6 Min Req = 1.5
G Brg Width = 7.6 Min Req = 1.5
Bearings O & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 543 - 912 D - E 758 -1301
B - C 543 - 912 E - F 1046 -1925
C - D 786 -1247 F - G 1375 - 2508
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
M - L 1291 - 498 J - 1 2167 -1187
L - K 1289 -498 1 - G 2257 -1199
K - J 1722 - 831
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
A - N
592 - 892
C - K
248
- 399
A - M
1220 - 758
D - K
752
- 402
N - O
572 - 932
K - E
473
- 658
M - C
325 -492
J - F
358
-431
04/29/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
1is drawino indicates acceptance of professional engineering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167345 SPEC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T30
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1639.23520
Truss Label: T27 JB / DF 04/29/2021
4'3"8 8'7" 12'3"15 18'2"5
4'3"8 4'3"8 3.8"15 5'10"6
12
5 [--- =4X4
D
24'11"15
24'11"15
6'9"10
4'3"8 4'1"12 3'10"11 6'0"2 6'7"14 1'
r 4'3"8 8'5"4 12'3"15 18'4"1 24'11"15
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.076 E 999 360
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.142 E 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.028 H - -
Des Ld: 37.00
EXP: C Kzt: NA
HORZTL
( ): 0.051 H
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.491
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.517
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.457
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
tlMYNth
,
• •kS• 4.
No. 648
f
�►rE OF
�. • O1R10.10
�nAW.
COA #
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
L 932 /- /- /464 /564 /245
F 1006 /- /- /623 /572 /-
Wind reactions based on MWFRS
L Brg Width = 3.6 Min Req = 1.5
F Brg Width = 7.6 Min Req = 1.5
Bearings L & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 555 - 915 D - E 772 -1277
B - C 555 - 915 E - F 1040 -1866
C - D 784 -1241
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
K - J 1406 - 613 1 - H 1663 - 846
J - 1 1403 - 615 H - F 1667 - 845
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A - L 576 - 895 C - 1 257 - 407
A - K 1210 - 734 D - I 657 - 340
K - C 404 - 653 1 - E 458 - 606
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
lent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
1is drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167346 SPEC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T34
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1639.25027
Truss Label: T28 JB / DF 04/29/2021
67" 12'3"15 18'2"5
67" 68"15 5'10"6
12 =4X4
5 F --- C
24'11"15
6'3"8
6'0"7 6'0"2
6'38
12'3"15 18'4"1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.087 H 999 360
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.163 H 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.026 G - -
Des Ld: 37.00
EXP: C Kzt: NA
HORZTL
( ): 0.049 G
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TIC CSI: 0.723
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.522
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.820
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
tlMYNth
� •��•i4 1.
EPV
No. 648
f
ArE aF v
Os� Q R�Q.-
CAA #�nIVAt
04/29/2021
24'11"15
6'9"10
6'7"14 1'
24'11"15
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
J 932 /- /- /452 /556 /232
E 1006 /- /- /608 /579 /-
Wind reactions based on MWFRS
J Brg Width = 3.6 Min Req = 1.5
E Brg Width = 7.6 Min Req = 1.5
Bearings J & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 923 -1555 C - D 792 -1283
B - C 793 -1280 D - E 1055 -1863
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
I - H 1613 - 776 G - E 1664 - 858
H - G 1660 - 859
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A - J 574 - 875 B - H 361 - 550
A - 1 1692 -1003 C - H 628 - 314
I - B 486 - 588 H - D 449 - 596
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
lent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
1is drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167347 SPEC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T26
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1639.26543
Truss Label: T29 JB / DF 04/29/2021
11
4'7" 6'5"9g 12'3"15 18'2"5
4'7" 1'10"9 5'10"6 610"6
=4X4
D
24'11"15
4'3"8 1'10"9i, 6'1"14 602
i, 4'3"8 62"1 12'3"15 18'4"1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.087 1 999 360
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.162 1 999 240
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.029 H - -
Des Ld: 37.00
EXP: C Kzt: NA
HORZTL
( ): 0.054 H
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TIC CSI: 0.483
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.513
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.443
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types. 0 .► M11i1114�
FL
V .••' r�EN� fi•.'��►
No. 648 •%
r
ATE QF i• c
'93OR10P
COA # ` NA%.
04/29/2021
24'11"15
6'9"10
6'7"14 1'
24'11"15
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
L 932 /- /- /453 /549 /227
F 1006 /- /- /596 /584 /-
Wind reactions based on MWFRS
L Brg Width = 3.6 Min Req = 1.5
F Brg Width = 7.6 Min Req = 1.5
Bearings L & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 923 -1582 D - E 807 -1287
B - C 1040 -1754 E - F 1067 -1861
C - D 802 -1283
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
K - J 1683 - 845 1 - H 1658 - 870
J - 1 1603 - 809 H - F 1662 - 869
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A - L 560 - 886 C -1 377 - 527
A-K 1744-1017 D-I 612 -307
K - B 483 - 732 1 - E 445 - 588
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
lent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
its drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167348 SPEC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T25
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1639.28010
Truss Label: T30 JB / DF 04/29/2021
L
ill
Z7"
27„
6'5"9 12'3"15
3'10"9 5'10"6
=4X4
D
24'11"15
18'2"5
5,10"6
2'3"8 3'10"9 i_ 6'1"14 i 6'0"2
2'3"8 6'2"1 12'3"15 18'4"1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.086 1 999 360
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.159 1 999 240
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.032 H - -
Des Ld: 37.00
EXP: C Kzt: NA
HORZTL
( ): 0.060 H
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.485
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.513
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.445
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
IMNIN
r
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...
...F••Q•
�7.•.• EIN�•••••�;►
•
•
No. 648
•
A7E ©F i•
; 4Rlp.0
,
COA #0
04/29/2021
24'11"15
6'9"10
67'14 1'
24'11"15
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
L 932 /- /- /468 /545 /222
F 1006 /- /- /588 /587 /-
Wind reactions based on MWFRS
L Brg Width = 3.6 Min Req = 1.5
F Brg Width = 7.6 Min Req = 1.5
Bearings L & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 873 -1506 D - E 815 -1286
B - C 1049 -1784 E - F 1075 -1861
C-D 812-1283
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
K - J 1690 - 899 1 - H 1658 - 878
J - 1 1611 - 836 H - F 1662 - 877
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A - L 541 - 896 C -1 399 - 537
A - K 1709 - 990 D - I 614 - 316
K - B 530 - 815 1 - E 445 - 589
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
lent Safety Information, bV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted oyherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pa e
1is drawino indicates acceptance of professional engpneering responsibility solelyor the design shown. The suitability and use of g is
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167349 / COMN Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T2 /
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34323
Truss Label: T31 JB / DF 04/29/2021
6710
6'9"10
1 Z8"
5'10"6
=4X4
C
25'4"
186"6
610"6
i 6'714 6'0"2 6'0"2
i
6'7"14 12'8" 18'8"2
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.089 H 999 360
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.166 H 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.035 G - -
Des Ld: 37.00
EXP: C Kzt: NA
HORZTL
( ): 0.066 G
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TIC CSI: 0.498
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.536
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.456
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
IVIEW Ver: 20.02.00A.1020.21
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types
��a►S Ft
�7 .•.• EIN�•.•••,
•
•
No. 648
A7E ©F i•
COA #0
04/29/2021
25'4"
6'9"10
67'14 1'
25'4"
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 951 /- /- /522 /551 /222
E 1013 /- /- /587 /594 /-
Wind reactions based on MWFRS
A Brg Width = 7.6 Min Req = 1.5
E Brg Width = 7.6 Min Req = 1.5
Bearings A & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 1099 -1890 C - D 830 -1301
B - C 830 -1302 D - E 1092 -1881
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A -1 1690 - 900 H - G 1676 - 894
I - H 1686 - 901 G - E 1680 - 893
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B - H 457 - 605 H - D 449 - 594
C - H 639 - 343
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
its drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167350 / COMN Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T18 /
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34371
Truss Label: T32 JB / DF 04/29/2021
6710
6'9"10
1'' 67'14
67'14
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
1 Z8"
5'10"6
=4X4
D
25'4"
6'0"2
12'8"
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
*i
18'6"6
5' 10"6
6'0"2
18'8"2
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.090 1 999 360
VERT(CL): 0.166 1 999 240
HORZ(LL): 0.036 H - -
HORZ(TL): 0.066 H
Creep Factor: 2.0
Max TC CSI: 0.490
Max BC CSI: 0.513
Max Web CSI: 0.448
EW Ver: 20.02.00A.1020.21
4
.o
No. 648
, 71a STATE OF :,
0,g L 4
COA�#O—AIA%..!Woo�
264"
6'9"10
67'14 1'
25'4"
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1012 /- /- /588 /593 /236
F 1012 /- /- /588 /593 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
F Brg Width = 7.6 Min Req = 1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 1090 -1877 D - E 828 -1298
C - D 828 -1298 E - F 1090 -1877
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - J 1676 - 890 I - H 1672 - 892
J - 1 1672 - 892 H - F 1676 - 890
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - 1 449 - 593 1 - E 449 - 593
D - I 635 - 340
04/29/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
its drawino indicates acceptance of professional engineering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167351 / HIPS Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T17 /
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34182
Truss Label: T33 JB / DF 04/29/2021
6'9"10 11'11"1 13'4' 18'6"6
6'9"10 5'1 "7 1'5"1 5' 1 "7
1' 67'14
67'14
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
III 1.5X4(**)
=3X4 =4X4
25'4"
6'0"2
12'8"
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Sid: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
El
6'0"2
18'8"2
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.088 K 999 360
VERT(CL): 0.163 K 999 240
HORZ(LL): 0.036 J - -
HORZ(TL): 0.066 J
Creep Factor: 2.0
Max TC CSI: 0.480
Max BC CSI: 0.516
Max Web CSI: 0.418
EW Ver: 20.02.00A.1020.21
>V - L tsS
Na. WeS48
W1
VATE OF r` �
R"go,\q'
COA #o —�a�. '
;1LIP1.9 ► IRAI
25'4"
6'9"10
SO
60
25'4"
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1012 /- /- /592 /593 /224
H 1012 /- /- /592 /593 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
H Brg Width = 7.6 Min Req = 1.5
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 1088 -1873 E - F 836 -1183
C-D 831 -1303 F-G 831 -1301
D - E 821 -1155 G - H 1088 -1874
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - L 1672 - 888 K - J 1669 - 889
L - K 1668 - 889 J - H 1673 - 888
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - K 437 - 581 K - G 437 - 584
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
gent Safety Information, bVV TPI and SECA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
its drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167352 / HIPS Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T9 /
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34370
Truss Label: T34 JB / DF 04/29/2021
5'3"6 i9'11"1 15'4"15 20'0"9
5'3"6 4'7"-Z 5555 47"10
-4X7 -4X7
D E
25'4"
1' 9111"1 i T '15 2'8"15
9111"1 12'8" 164"15
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.088 J 999 360
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.163 J 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.035 1 - -
Des Ld: 37.00
EXP: C Kzt: NA
HORZTL
( ): 0.064 1
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.353
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.862
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.169
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
IUMIN
r
�S Ft
�7.•.• EIN�•••••�;►
•
•
No. 648
•
A7E ©F i•
; 4Rlp�'�` '
,
IVAL
COA #0
04/29/2021
264"
5'3"7
9'11"1
25'4"
5
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1012 /- /- /597 /595 /192
G 1012 /- /- /597 /595 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
G Brg Width = 7.6 Min Req = 1.5
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 1162 -1882 E - F 939 -1555
C - D 939 -1555 F - G 1162 -1882
D - E 931 -1369
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - K 1698 - 972 J - 1 1389 - 651
K - J 1389 - 651 I - G 1698 - 972
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
D - K 442 - 74 E - I 442 - 74
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
its drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167353 / HIPS Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T8 /
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34651
Truss Label: T35 JB / DF 04/29/2021
12'8" 17'4"15
4'8"15 4.8"15
-4X8 III1.5X4 =4X8
C D E
25'4"
T11"1
12
5
B F �
A G
J I H
-3X4(A1) III1.5X4 =5X8 III1.5X4-3X4(A1)
1' 8'0"13
8'0"13
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
25'4"
4'7"3 4'7"3
12'8" 17'3"3
8'0"13 i 1'
25'4"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.095 D 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 1012 /- /- /596 /596 /160
Lu: NA Cs: NA
VERT(CL): 0.175 D 999 240
Snow Duration: NA
HORZ(LL): 0.033 H - -
F 1012 /- /- /596 /596 /-
HORZ(TL): 0.061 H
Creep Factor: 2.0
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
Building Code:
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.758
F Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.661
Bearings B & F are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.116
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
B - C 1046 -1794 D - E 1131 -1758
WAVE
C - D 1131 -1758 E - F 1046 -1794
�►S FLEA
.•• i•�ENs
No. 648
r
ATE GF rres;`
COA # -AIA'L
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - J 1587 - 830 I - H 1595 - 829
J - 1 1595 - 829 H - F 1587 - 830
04/29/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or 1310,
cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
its drawino indicates acceptance of professional engineering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167381 / HIPS Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T76 /
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34557
Truss Label: T36 JB / DF 04/29/2021
5'11"1
5'11"1
9'4"6 12'8" 15'11"9 I 19'4"15
3'6"5 3'3"9 3'3"9 3'5"5
12 - C5 =3DX4 III1.EX4 T2 =3F4 =5C5
25'4"
5'11"1
5SO
�
cV
B H Cl)
4F 1i
L K z '�� J
4X8(A2) =4X4 = H0510 =4X4 = 3X10(A1)
1' 6'2"9
6'2"9
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From
55 plf at -1.00 to 55 plf at
5.92
TC: From
28 plf at 5.92 to 28 plf at
19.41
TC: From
55 plf at 19.41 to 55 plf at
26.33
BC: From
4 plf at -1.00 to 4 plf at
0.00
BC: From
20 plf at 0.00 to 20 plf at
5.95
BC: From
10 plf at 5.95 to 10 plf at
19.38
BC: From
20 plf at 19.38 to 20 pif at
25.33
BC: From
4 plf at 25.33 to 4 plf at
26.33
TC: 428 lb
Conc. Load at 5.95,19.38
TC: 141 lb
Conc. Load at 7.35, 9.35,11.35,13.35
15.35,17.35
BC: 228 lb
Conc. Load at 5.95,19.38
BC: 106 lb
Conc. Load at 7.35, 9.35,11.35,13.35
15.35,17.35
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
25'4"
6'5"7
12'8"
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Sid: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
6'5"7
1917
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.294 E 999 360
VERT(CL): 0.539 E 557 240
HORZ(LL): -0.079 J - -
HORZ(TL): 0.144 J
Creep Factor: 2.0
Max TC CSI: 0.790
Max BC CSI: 0.749
Max Web CSI: 0.361
EW Ver: 20.02.00A.1020.21
STATE OF i
•
COA #
04/29/2021
I_J
61'
20
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2175 /- /- /- /1328 /-
H 2137 /- /- /- /1304 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.8
H Brg Width = 7.6 Min Req = 1.8
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 2896 -4784 E - F 3496 -5840
C - D 2666 - 4485 F - G 2612 - 4395
D - E 3496 - 5840 G - H 2837 - 4687
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - L 4352 - 2615 K - J 5316 - 3265
L - K 5371 - 3302 J- H 4262 - 2560
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - L 1148 - 430 K - F 659 - 290
L-D 814 -1134 F-J 836 -1179
D - K 590 - 244 J - G 1144 - 444
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
its drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167387 / SPEC Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T1 /
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34447
Truss Label: T37 �JB / DF 04/29/2021
T
N_
Co
27'10 5'11"10
27' 10 3'4"
=4X4 =4X4 12
A B a 5
F
C T
N
E
4X6
1113X8=2X5(A1)
5'11"10
2'4"2 37"8
+ + 1
2'4"2 5'11"10
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): -0.014 E 999 360
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.026 E 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.004 A - -
Des Ld: 37.00
EXP: C Kzt: NA
HORZTL
( ): 0.007 A
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.213
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.413
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Varies by Ld Case
Max Web CSI: 0.317
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x6 SP #2;
Webs: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at 0.00 to 55 plf at
6.97
BC: From 20 plf at 0.00 to 20 plf at
5.97
BC: From 4 plf at 5.97 to 4 plf at
6.97
BC: 1191 lb Conc. Load at 1.91
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc. ft%,
Wind S FLC
Wind loads and reactions based on MWFRS. O •rr '�+ E 1�'� a•�•.
Left end vertical not exposed to wind pressure. `• v J r*
Wind loading based on both gable and hip roof types. r
No. 646
r
ATE aF rr c
COA #
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
F 1013 /- /- /- /609 /-
C 686 /- /- /- /431 /-
Wind reactions based on MWFRS
F Brg Width = 7.6 Min Req = 1.5
C Brg Width = 7.6 Min Req = 1.5
Bearings F & C are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 727 -1228 B - C 776 -1276
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
E - C 1153 - 693
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A - F 482 - 774 A - E 1405 - 831
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
I
ts drawintq indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of iris
I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167354 / SPEC Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T62 /
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34744
Truss Label: T38 �JB / DF 04/29/2021
47'10 L 5'11 "10
47'10 1'4" 1
12
a 5
4X4
4X4
A
B
C
10"12
t`
F
E
3X4
111.5X4(**)
= 2X4(A1)
1. 5'11"10
611"10
51110 + 1
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/#
TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.008 E 999 360
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.014 E 999 240
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 B - -
TL 03
EXP: C Kzt: NA HORZ
Des Ld: 37.00 Mean Height: 15.00 ft ( ): 02B
NCBCLL: 10.00 Building Code: Creep Factor: .0
TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.275
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.165
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.079
Loc. from endwall: Any FT/RT:20(0)/5(0)
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind 000mu"10140
Wind loads based on MWFRS with additional C&C _
member design. 1y�7
Left end vertical not exposed to wind pressure. .•"""• any' �If
Wind loading based on both gable and hip roof types. /:90k
,GEN��••o�
Ill's'
M
IW
STATE OF31
COA # 12AIM-toloo/
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
F 212 /- /- /104 /127 /55
C 296 /- /- /117 /187 /-
Wind reactions based on MWFRS
F Brg Width = 7.6 Min Req = 1.5
C Brg Width = 7.6 Min Req = 1.5
Bearings F & C are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - B 214 - 393 B - C 254 - 432
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
E-C 399 -219
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
ile. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
6OA-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
irawintq indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of t�1is
any s Iucture is the responsibility of the Building -Designer per ANSINI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167385 / HIPS Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T3 /
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34854
Truss Label: T39 �JB / DF 04/29/2021
4'9"2 8'11" + 13'10"
4'9"2 4'1"14 4'11"
r 6'3" 1'4" -{
(TYP)
14'4"8
4'1"12 5'0"8
1' 4'112 97"4
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at -1.00 to
55 plf at 4.03
TC: From 73 plf at 4.03 to
73 plf at 13.83
TC: From 28 plf at 13.83 to
28 plf at 14.38
BC: From 4 plf at -1.00 to
4 plf at 0.00
BC: From 20 plf at 0.00 to
20 plf at 4.03
BC: From 10 plf at 4.03 to
10 plf at 14.38
TC: 212 lb Conc. Load at 4.03
TC: 91 lb Conc. Load at 13.77
PLT: 91 lb Conc. Load at ( 5.77,10.05), (7.77,10.05)
(9.77,10.05), (11.77,10.05)
BC: 124 lb Conc. Load at 4.03
BC: 70 lb Conc. Load at 5.77, 7.77,
9.77,11.77
13.77
Plating Notes
All plates are 1.5X4 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Additional Notes
WIND LOAD CASE MODIFIED!
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
=4X4
F
5'2"4
14'4"8
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): -0.080 D 999 360
VERT(CL): 0.138 D 999 240
HORZ(LL): -0.023 D - -
HORZ(TL): 0.037 D
Creep Factor: 2.0
Max TC CSI: 0.449
Max BC CSI: 0.842
Max Web CSI: 0.327
EW Ver: 20.02.00A.1020.21
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
STATE OFc
0 x 6LOR1p
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1139 /- /- /- /699 /-
J 1191 /- /- /- /723 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
J Brg Width = - Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 1382 - 2294 F - G 564 - 946
C - D 708 -1102 G - H 578 - 970
D - E 580 - 968 H - 1 659 -1051
E - F 561 - 948
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - L 2079 -1241 L - K 2095 -1236
Maximum Web Forces Per Ply (Ibs)
Webs
Tens.Comp.
Webs
Tens. Comp.
C - M
348 - 605
K - 1
1289 - 738
C - K
373 - 627
P - Q
352 - 608
M - N
350 - 606
Q - R
350 - 606
N - O
352 - 608
R - 1
348 - 605
F-0
439 -185
I-J
755 -1119
O - P
352 - 608
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
1is drawintq indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of t�1is
I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167355 / SPEC Ply: 1 Job Number: G8265 Cust: R761 JR&AX4Z7610010 T5 /
FROM: Qty: 4 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE Dnallo: 119.21.1658.34137
Truss Label: T40 JB / DF 04/29/2021
4'9"6 8'11" 1 13'0"10 i 17'6"
4'9"6 4'1"10 4'1"10 4'5"6
=4X4
D
17'6"
8'11"
87'
1,
8'11"
17'6"
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
TCDL: 7.00 Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): -0.040 G 999 360
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.074 G 999 240
B 719 /- /- /430 /422 /159
BCDL: 10.00 Risk Category: II
Snow Duration: NA
HORZ(LL): -0.017 G - -
F 655 /- /- /357 /379 /-
EXP: C Itzt: NA
Des Ld: 37.00
HORZ (TL ): 0.029 G - -
Wind reactions based on MWFRS
Mean Height: 15.00 ft
NCBCLL: 10.00
Building Code:
Creep Factor: 2.0
B Brg Width = 7.6 Min Req = 1.5
TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf
P
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.298
F Br Width = 3.6 Min Re 1.5
g q =
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.702
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Spacing: 24.0 " C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.119
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 20.02.00A.1020.21
B - C 744 -1195 D - E 539 -895
Lumber
C - D 541 -898 E - F 726 -1159
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Webs: 2x4 SP #2;
Chords Tens.Comp. Chords Tens. Comp.
Wind
B - G 1070 -624 G - F 1025 -602
Wind loads based on MWFRS with additional C&C
Maximum Web Forces Per Ply (Ibs)
member design.
Webs Tens.Comp.
Wind loading based on both gable and hip roof types.
D - G 463 -190
��S • F
No. B48
yk
STATE OFc
0 , 1%LOR1pP�ti��c'
04/29/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
1is drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167356 / SPEC Ply: 1 Job Number: G8265 Cust: R761 JR&AX4Z7610010 T6 /
FROM: Qty: 4 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE Dnallo: 119.21.1658.34151
Truss Label: T41 JB / DF 04/29/2021
4'9"6 8'11" I 130"10 17'5"2
4'9"6 4'1"10 '41"10 4'4"8
=4X4
D
im
17VT
8'11"
8'6"2
1
8-11"
17'5"2
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
TCDL: 7.00 Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): -0.042 E 999 360
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.076 G 999 240
B 718 /- /- /429 /421 /159
BCDL: 10.00 Risk Category: II
Snow Duration: NA
HORZ(LL): -0.018 G - -
F 652 /- /- /354 /377 /-
EXP: C Itzt: NA
Des Ld: 37.00
HORZ (TL ): 0.032 G - -
Wind reactions based on MWFRS
Mean Height: 15.00 ft
NCBCLL: 10.00
Building Code:
Creep Factor: 2.0
B Brg Width = 7.6 Min Req = 1.5
TCDL: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf
P
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.307
F Br Width = 3.5 Min Re 1.5
g q =
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.701
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Spacing: 24.0 " C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.119
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 20.02.00A.1020.21
B - C 741 -1190 D - E 536 -890
Lumber
C - D 537 -893 E - F 720 -1147
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Webs: 2x4 SP #2;
Chords Tens.Comp. Chords Tens. Comp.
Wind
B-G 1065 -623 G-F 1012 -597
Wind loads based on MWFRS with additional C&C
Maximum Web Forces Per Ply (Ibs)
member design.
Webs Tens.Comp.
Wind loading based on both gable and hip roof types.
D - G 458 -187
a .......... [ey
EPNV &.,Az
.�G'
No. 648
r
STATE OF
4pQ'... h,
��1nArAt �'�',
COA #i0000
04/29/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
1is drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167357 / SPEC
Ply: 1
Job Number: G8265
Cust: R761 JR&AX4Z7610010 T7 /
FROM:
Qty: 1
/GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
Dnallo: 119.21.1658.34355
Truss Label: T42
JB / DF 04/29/2021
1�7'5"2
5-
it "8'11" 12'8"10
0"15I '11"1014"66 42 620"11
=4X4
D
12 T
T5 1.5X4 z 3 E8
o C
c =5F5=4X7(+G) m
a
H 1r v
B
T
1 ED 7'1 A
K
_
2X4(A1) =3X8 =5X5 —5X5 =3X4 1111.5X4
0 2.5
12
12'8"10 4'8"8
8'11" 3'11"6 1'0"� 1'9"3
1
8'11" 12'10"6 13'10�'15 1' 6'11"1b
1'3"8; 5"
"2
15'2"7 17
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Gravity Non -Gravity
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): -0.015 C 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 520 /- /- /347 /290 /162
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.032 M 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.005 M - -
L 790 /- /- /376 /496 /-
Des Ld: 37.00
EXP: C Itzt: NA
HORZ (TL ): 0.015 M - -
H 107 /-17 /- /52 /48 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
p
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.265
B Br Width = 7.6 Min Re 1.5
g g =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.566
L Brg Width = 3.5 Min Reg = 1.5
H Brg Width = 3.5 Min Reg = 1.5
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.129
Bearings B, L, & H are a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 20.02.00A.1020.21
Chords Tens.Comp. Chords Tens. Comp.
Lumber B - C 423 -703 D - E 213 -379
Top chord: 2x4 SP #2; C - D 212 - 389
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2; Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Plating Notes
B - M 620 - 395
(++) - This plate works for both joints covered.
Purlins Maximum Web Forces Per Ply (Ibs)
In lieu of structural panels use purlins to brace all flat Webs Tens.Comp. Webs Tens. Comp.
TC @ 24" oc. M - E 542 - 272 E - L 459 - 716
Wind
Wind loads based on MWFRS with additional C&C Ulm"
member design. AS F
�`
Right end vertical not exposed to wind pressure. F■■.■,
Wind loading based on both gable and hip roof types. o
�G�+r�',��
••�,+
•
No. 648
0% A7E OF r'a00
04/29/2021
**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, bVV 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 proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10,
Apply face truss Details, kefer
as applicable. plates to each of and position as shown above and on the Join unless noted otherwise. to ALPINE
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the pry rnryCwm.
in ANSI/TPI 1, for handling, installation A
truss conformance with or shipping,, and bracingof trusses. seal on this drawingor cover pagpe 6750 Forum Drive
listing this drawin indicates acceptance of professional encLlneering responsibilityy solelyor the design shown. The suitabilitand use of fhis Suite 305
Iucture -Designer
drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821
SEQN: 167358 / SPEC
Ply: 1
Job Number: G8265
Cust: R761 JR&AX4Z7610010 T4 /
FROM:
Qty: 1
/GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
Dnallo: 119.21.1658.34448
Truss Label: T43
JB / DF 04/29/2021
_ 4'96 _ _ 8111" _ 1 _ 12'10"15 _ i _ 16"11"10 _117',5"2
4'9"6 4'"10 3'11"15 4.0"11 5"
=4X4
D
77
12
5 �1.5X4=5X10ESRS) =4X7F
C
o m
o
a v a
G 911,.
B y"8"8
T
I
J° 7-1 A X
-5X5 -2X6
K J 1111.5X4
2X4(A1) =3X8 =5X5
0 2.5
12
12'8"10 4'8"8
1, 8'11" 3'116 3'0"9 10"11
8'11" 12'10"6 15'10"15 16'11'10
1' 17S"2
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Gravity Non -Gravity
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): -0.016 C 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 519 /- /- /350 /284 /167
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.032 K 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.005 K - -
J 774 /- /- /364 /498 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ (TL ): 0.015 K - -
G 129 /-18 /- /61 /63 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.265
=
B Br Width = 7.6 Min Re 1.5
g
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.568
J Brg Width = 3.5 Min Reg = 1.5
g
G Brg Width = 3.5 Min Reg = 1.5
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.129
Bearings B, J, & G are a rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Members not listed have forces less than 375#
GCpi: 0.18
Plate Type(s):
Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: 1.60
WAVE
VIEW Ver: 20.02.00A.1020.21
Chords Tens.Comp. Chords Tens. Comp.
Lumber B - C 408 - 701 D - E 198 - 377
Top chord: 2x4 SP #2; C - D 198 - 388
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2; Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Purlins
B-K 618 -431
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Maximum Web Forces Per Ply (Ibs)
Wind Webs Tens.Comp. Webs Tens. Comp.
Wind loads based on MWFRS with additional C&C K - E 556 -318 J - E 482 -693
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types. ��►S FL
AI
EN
F
i
No. 648
A7E OF
coa #o MAIAL
04/29/2021
**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, bVV 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 proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10,
Apply face truss Details, kefer
as applicable. plates to each of and position as shown above and on the Join unless noted otherwise. to ALPINE
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the pry rnry Cps m.
in ANSI/TPI 1, for handling, installation A
truss conformance with or shipping,, and bracingof trusses. seal on this drawingor cover pagpe 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibilityy solelyor the design shown. The suitabilitand use of fhis Suite 305
Iucture -Designer
drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821
SEQN: 167383 / HIPM Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T24 /
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34822
Truss Label: T44 JB / DF 04/29/2021
4'11"1 1010"5
4'11 "1 5'11 "4
16'9"9
611 "4
5X8 1112X4 = 5X6
12 C D E
1 5'0"13
5'0"13
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1 x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
16'9"9
5'9"8
10"0"5
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Sid: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
TC: From 55 plf at -1.00 to
55 plf at
4.92
TC: From 28 plf at 4.92 to
28 pif at
16.80
BC: From 4 plf at -1.00 to
4 plf at
0.00
BC: From 20 plf at 0.00 to
20 plf at
4.95
BC: From 10 plf at 4.95 to
10 plf at
16.80
TC: 307 lb Conc. Load at 4.95
TC: 115 lb Conc. Load at 6.98, 8.98,10.98,12.98
14.98,16.44
BC: 175 lb Conc. Load at 4.95
BC: 87 lb Conc. Load at 6.98, 8.98,10.98,12.98
•
14.98,16.44
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.112 D 999 360
VERT(CL): 0.201 D 993 240
HORZ(LL): -0.026 C - -
HORZ(TL): 0.048 C
Creep Factor: 2.0
Max TC CSI: 0.954
Max BC CSI: 0.884
Max Web CSI: 0.591
EW Ver: 20.02.00A.1020.21
ll1'a' • i :'
El
es In lieu
•i Sf ATE OF t C7
In lieu of structural panels use purlins to brace all flat
1 •
TC @ 24" oc. •
Wind � '•+� f �� 0
+rs�ae'r'r 17
Wind loads and reactions based on MWFRS.�aNA�
Right end vertical not exposed to wind pressure. CIA #
Wind loadin based on both able and hip roof ty es
i T
5'11 "4
16'9"9
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1240 /- /- /- 1763 /-
F 1332 /- /- /- /813 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
F Brg Width = 3.6 Min Req = 1.6
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 1544 - 2540 D - E 1531 - 2513
C - D 1531 - 2514
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 2301 -1386 H - G 2322 -1382
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
D-G 611 -581 E-F 816 -1148
G - E 2620 -1596
g 9 p 04/29/2021
**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, bVV 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 proper) attached structural sheathing and bottom chord shall have a properly
attached ri id ceilin Locations shown for ermanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10,
as applicabgla. App�y plates to each face of truss and position as shown above and on the Join tails, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawingor cover pagpe
listing this drawin indicates acceptance of professional enc iineering responsibilityy solelyor the design shown. The suitabilitand use of fhis
drawing for any s Iucture is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167359 / HIPM Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T27 /
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34713
Truss Label: T45 JB / DF 04/29/2021
611"1 11'10"5 16'9"9
6'11"1 4'11"4 4'11"4
=4X7 III 1.5X4 4X4
C D E
12
5
N
fM co
B
a�i A
H G PF
16'9"9
7'0"1 3 4'9"8
1
7'0"13 1I'll 0"5
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): -0.042 H 999 360
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.055 H 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.012 F - -
Des Ld: 37.00
EXP: C Kzt: NA
HORZTL
( ): 0.016 F
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.474
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.587
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.451
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types. 1MMINth
Left bottom chord exposed to wind. �' eFL�l ,
• No, 648 %
* • = It
•
AYE OF �•
�. 0 LoFtS,
04/29/2021
4'11 "4
16'9"9 '
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 699 /- /- /727 /524 /194
F 623 /- /- /579 /591 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
F Brg Width = 3.6 Min Req = 1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 843 -1069 D - E 748 - 786
C - D 748 - 786
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 947 - 806 H - G 964 - 814
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - H 466 - 284 E - F 547 - 578
G - E 903 - 859
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
tis drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167360 / HIPM Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T28 /
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34464
Truss Label: T46 JB / DF 04/29/2021
4' 9"7 8' 11 " 1 12' 10"5 16' 9"9
4'9"7 4'1"10 3'11 "4 3'11 "4
=4X7 1111.5X4 =4X4
D E F
12
5 1.5X4
C
o
SO
B
A8'1"
I H G
16'9"9
8'11"1 3'114
1
8'11"1 12l '5
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.036 1 999 360
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.053 C 999 240
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.016 1 - -
Des Ld: 37.00
EXP: C Kzt: NA
HORZTL
( ): 0.021 1
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TIC CSI: 0.364
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.843
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.304
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types. 1MMINth
Left bottom chord exposed to wind. �' eFL�l ,
EPV
• No, 648 %
* • = It
•
AYE OF �•
�. 0 LoFtS,
04/29/2021
3'11"4
16'9"9
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 699 /- /- /746 /490 /244
G 623 /- /- /598 /568 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
G Brg Width = 3.6 Min Req = 1.5
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 752 -1142 D - E 470 - 522
C - D 676 - 885 E - F 470 - 521
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B -I 1042 -775 I- H 792 -621
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
D - I 635 - 378 H - F 716 - 645
D - H 230 - 413 F - G 530 - 585
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
tis drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167361 / HIPM Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T29 /
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34572
Truss Label: T47 JB / DF 04/29/2021
5'11"3
611 "3
10'11"1
4'11"14
1679
5'10"8
=4X7 1111.5X4
D E
Li
12
5 o C4
M
7 N
B
IF, A Do Ll
H G F
5'9"7
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Left bottom chord exposed to wind.
16'9"9
5'1"10
10'11"1
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
5'10"8
16'9"9
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.043 H 999 360
VERT(CL): 0.060 H 999 240
HORZ(LL): 0.015 F - -
HORZ(TL): 0.022 F
Creep Factor: 2.0
Max TC CSI: 0.588
Max BC CSI: 0.570
Max Web CSI: 0.660
EW Ver: 20.02.00A.1020.21
No. 646
STATE OF i
cOA #
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 699 /- /- /761 /463 /295
F 623 /- /- /621 /538 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
F Brg Width = 3.6 Min Req = 1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 735 -1201 C - D 462 - 659
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 1133 - 749 G - F 588 - 429
H - G 1123 - 744
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
H - C 383 - 237 D - G 708 -424
C - G 351 - 596 D - F 545 - 747
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10,
cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
tis drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167384 / COMN Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T50 /
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34963
Truss Label: T48 JB / DF 04/29/2021
3'4" 6'8"
3-4N 3,4N 'I
- 4X4
12 C
5 �
B D
4 E N 10,9"
F
- 2X4(A1) 1111.5X4 - 2X4(A1)
5'8" 1'
1,
34
3'4
3'4"
6'8"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): -0.044 F 317 360
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.073 F 189 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.011 C - -
Des Ld: 37.00
EXP: C Kzt: NA
HORZTL
( ): 0.019 C
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.232
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.787
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Varies by Ld Case
Max Web CSI: 0.039
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at -1.00 to 55 plf at 7.67
BC: From 4 plf at -1.00 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 6.67
BC: From 4 plf at 6.67 to 4 plf at 7.67
TC: 217 lb Conc. Load at 3.36
BC: 116 lb Conc. Load at 3.36
Wind
Wind loads and reactions based on MWFRS. �► AS FL'''r+�I�
Right cantilever is exposed to wind ■�■�^■■■■.0e
Wind loading based on both gable and hip roof types. O `•■•• 1�('jEN`4,..�_ V/f
No. 646 •%
r
ATE QF it c
'93OR10P
COA # ` NA%.
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 401 /- /- /- /238 /-
G 569 /- /- /- /353 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
G Brg Width = 4.0 Min Req = 1.5
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 207 - 447 C - D 222 - 447
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - F 389 -168 F - D 774 - 334
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
its drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167362 / COMN Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T72
FROM: Qty: 3 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34121
Truss Label: T49 JB / DF 04/29/2021
3'4" 6'8"
3'4" 3'4"
- 4X4
12 C
5 �
B D iv
A E 10,9„
F H 1��TTT
2X4(A1) III 1.5X4 - 2X4(A1)
6 41110
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left and right cantilevers are exposed to wind
Wind loading based on both gable and hip roof types.
3'4"
3'4"
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
3'4"
6-8N 1
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.022 F 631 360
VERT(CL): 0.038 F 367 240
♦ Maximum Reactions (lbs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
G 321 /- /- /263 /170 /87
HORZ(LL): 0.008 C - -
H 339 /- /- /282 /178 /-
HORZ(TL): 0.009 C
Wind reactions based on MWFRS
Creep Factor: 2.0
G Brg Width = 7.6 Min Req = 1.5
Max TC CSI: 0.131
H Brg Width = 4.0 Min Req = 1.5
Max BC CSI: 0.339
Bearings G & H are a rigid surface.
Max Web CSI: 0.031
Members not listed have forces less than 375#
EW Ver: 20.02.00A.1020.21
STATE OF i
tv
COA #0ArAt!�,
04/29/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
its drawino indicates acceptance of professional engineering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167364 / COMN Ply: 1 Job Number: G8265 Cust: R761 JR&AX4Z7610010 T73 /
FROM: Qty: 4 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34869
Truss Label: T50 JB / DF 04/29/2021
3'4" 6'8"
3'4" 3'4"
4X4
12 C
5 �
"2M(Al)
D �v�TTT
10,9„ H E
.X2X4(A1)
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left and right cantilevers are exposed to wind
Wind loading based on both gable and hip roof types.
4'8" 1'
3'4"
3'4"
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
3'4"
6-8N 1
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.023 F 609 360
VERT(CL): 0.036 F 388 240
♦ Maximum Reactions (lbs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
G 332 /- /- /282 /172 /87
HORZ(LL): -0.009 C - -
H 332 /- /- /128 /211 /-
HORZ(TL): 0.011 C
Wind reactions based on MWFRS
Creep Factor: 2.0
G Brg Width = 4.0 Min Req = 1.5
Max TC CSI: 0.128
H Brg Width = 4.0 Min Req = 1.5
Max BC CSI: 0.325
Bearings G & H are a rigid surface.
Max Web CSI: 0.032
Members not listed have forces less than 375#
EW Ver: 20.02.00A.1020.21
STATE OF i
tv
COA #0ArAt!�,
04/29/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
1is drawino indicates acceptance of professional engineering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167365 / COMN Ply: 1 Job Number: G8265 Cust: R761 JR&AX4Z7610010 T19 /
FROM: Qty: 6 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34762
Truss Label: T51 JB / DF 04/29/2021
11"14 3'3"8 5'7"2 6'7"
r 11"14 2'3"10 2'3"10 11"14
=4X4
12
D
5
T
5�3X4
z3X4
III1.5X4 C
E 1111.5X4
B
F
T A
CO
G
V
L K
J
I H
1111.5X4
=3X8
1111.5X4
1111.5X4
1111.5X4
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Left and right cantilevers are exposed to wind
Wind loading based on both gable and hip roof types.
12 5'3„8 i ,�
1'0"8 2'S"6 2'S"6 1'0"8
5'8„14 ��
�2 6'7"� —
10"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Pf: NA Ce: NA
VERT(LL): 0.009 F 999 360
Lu: NA Cs: NA
VERT(CL): 0.011 B 918 240
Snow Duration: NA
HORZ(LL): -0.004 F - -
HORZ(TL): 0.005 F
Building Code:
Creep Factor: 2.0
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.108
TPI Std: 2014
Max BC CSI: 0.117
Rep Fac: Yes
Max Web CSI: 0.026
FT/RT:20(0)/5(0)
Plate Type(s):
IVIEW Ver: 20.02.00A.1020.21
v\rnvF
S FL
E111,��'•.,��i'
No. 64$
if • r
ATE OFF c
.•�L O R1�.•
04/29/2021
♦ Maximum Reactions (lbs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
K 324 /- /- /226 /176 /87
1 324 /- /- /229 /175 /-
Wind reactions based on MWFRS
K Brg Width = 3.5 Min Req = 1.5
1 Brg Width = 3.5 Min Req = 1.5
Bearings K & I are a rigid surface.
Members not listed have forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
lent Safety Information, bV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted oyherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or 1310,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pa e
1is drawino indicates acceptance of professional engpneering responsibility solelyor the design shown. The suitability and use of g is
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167321 EJAC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T56
FROM: Qty: 11 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.41677
Truss Label: J1 �JB / DF 04/29/2021
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
10'5"14
12
5 F77-
00 N
CV �
M
B
A 8-1„
D
5,8"
1'
5.8"
Wind Criteria
Wind Std: ASCE 7-16
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
M
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.009 D
HORZ(TL): 0.015 D
Creep Factor: 2.0
Max TC CSI: 0.398
Max BC CSI: 0.304
Max Web CSI: 0.000
EW Ver: 20.02.00A.1020.21
>- L1tsS
Na. WeS48
W1
VATE OF r` �
COA #0 A14
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 285 /- /-
/215 /139 /162
D 101 /- /-
/58 /3 /-
C 135 /- /-
/88 /144 /-
Wind reactions based on MWFRS
B Brg Width = 7.6
Min Req = 1.5
D Brg Width = 1.5
Min Req = -
C Brg Width = 1.5
Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
ile. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
6OA-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
irawintq indicates acceptance of professional engpneering responsibility solely Tor the design shown. The suitability and use of t�ris
any s Iucture is the responsibility of the Building -Designer per ANSINI 1 Sec.2.
AL NE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167370 EJAC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T61
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.43740
Truss Label: J2 �JB / DF 04/29/2021
12 C
G r—�
2'6"8
1'
2'6"8
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at -1.00 to 55 plf at 2.54
BC: From 4 plf at -1.00 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 2.54
BC: 97 lb Conc. Load at 1.32
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
M
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.001 D
HORZ(TL): 0.002 D
Creep Factor: 2.0
Max TC CSI: 0.080
Max BC CSI: 0.139
Max Web CSI: 0.000
EW Ver: 20.02.00A.1020.21
>- L1tsS
Na. WeS48
W1
VATE OF r` �
COA #0 A14
04/29/2021
9'2"4
00
8r 1 rr
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 227 /- /- /- /147 /-
D 61 /- /- /- /9 /-
C 60 /- /- /- /48 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
I
ts drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�ris
I for any s Iucture is the responsibility of the Building -Designer per ANSINI 1 Sec.2.
AL NE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167322 EJAC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T69
FROM: Qty: 3 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.48017
Truss Label: J3 �JB / DF 04/29/2021
12 C
5 �
T
LO
A
D
2X4(A1)
1'
2'7"1
2'7"1
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.001 D
HORZ(TL): 0.001 D
Creep Factor: 2.0
Max TC CSI: 0.067
Max BC CSI: 0.046
Max Web CSI: 0.000
EW Ver: 20.02.00A.1020.21
�p►S FLEA
s � �
•
No. 648
r �
.q JQ1�E f?F
�.►''•hl O R*mem1o*�11�
rk 9'2"8
N
8' 1 If
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 178 /- /- /148 /93 /84
D 42 /- /- /24 /- /-
C 51 /- /- /30 /58 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
04/29/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any'
ny failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
I
ts drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�ris
I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167323 EJAC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T70
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.50393
Truss Label: J3A �JB / DF 04/29/2021
V
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
12
5 [:77- B
9'2"8
A `'n
C;;��8'1"
C
2X4(A1)
J� 271
1' 8 2'8"9
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.001 C
HORZ(TL): 0.002 C
Creep Factor: 2.0
Max TC CSI: 0.079
Max BC CSI: 0.070
Max Web CSI: 0.000
EW Ver: 20.02.00A.1020.21
�p►S FLEPV
EA
s � �
•
No. 648
r �
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 97 /- /- /63 /39 /64
C 47 /- /- /30 /6 /-
B 63 /- /- /42 /65 /-
Wind reactions based on MWFRS
A Brg Width = 1.5
C Brg Width = 1.5
B Brg Width = 1.5
Members not listed have forces less than 375#
04/29/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any'
ny failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
I
ts drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�ris
I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
AL NE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167324 EJAC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T22
FROM: Qty: 8 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.53303
Truss Label: J4 �JB / DF 04/29/2021
T
2X4(A1)
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
5'11"1
5'11"1
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
C.
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.011 D
HORZ(TL): 0.017 D
Creep Factor: 2.0
Max TC CSI: 0.442
Max BC CSI: 0.337
Max Web CSI: 0.000
EW Ver: 20.02.00A.1020.21
��►S FL
E��
EN•�
No. 648
r
ATE GF r'r�
COA #-AIA'L
107"3
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 294 /- /-
/221 /143 /168
D 106 /- /-
/61 /3 /-
C 141 /- /-
/92 /151 /-
Wind reactions based on MWFRS
B Brg Width = 7.6
Min Req = 1.5
D Brg Width = 1.5
Min Req = -
C Brg Width = 1.5
Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
04/29/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any'
ny failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
I
ts drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�ris
I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167325 EJAC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T31
FROM: Qty: 7 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.54863
Truss Label: J5 �JB / DF 04/29/2021
C
12 10'2' 3
5 F:77-
r
r
N �
N
B
A 8,1„
D
2X4(A1)
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
4' 11 "1
4'11"1
Snow Criteria (Pg,Pf
in PSF)
Pg: NA Ct: NA
CAT: NA
Pf: NA
Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.006 D
HORZ(TL): 0.009 D
Creep Factor: 2.0
Max TC CSI: 0.284
Max BC CSI: 0.220
Max Web CSI: 0.000
EW Ver: 20.02.00A.1020.21
��►S FL
E��
EN•�
No. 648
r
ATE GF r'r�
COA #-AIA'L
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 258 /- /-
/198 /127 /143
D 87 /- /-
/49 /2 /-
C 115 /- /-
/74 /124 /-
Wind reactions based on MWFRS
B Brg Width = 7.6
Min Req = 1.5
D Brg Width = 1.5
Min Req = -
C Brg Width = 1.5
Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
04/29/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any'
ny failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
I
ts drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�ris
I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167326 EJAC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T15
FROM: Qty: 6 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.57540
Truss Label: J6 �JB / DF 04/29/2021
9'9"9
O M
(V
B N
AX$.1„
D
= 2X4(A1)
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
4'
4'
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
*i
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.003 D
HORZ(TL): 0.004 D
Creep Factor: 2.0
Max TC CSI: 0.169
Max BC CSI: 0.135
Max Web CSI: 0.000
EW Ver: 20.02.00A.1020.21
4
.o
No. 648
a STATE OF
o, S�1-o"A14!
0Rw
coA #o
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 225 /- /- /177 /113 /120
D 70 /- /- /38 /1 /-
C 91 /- /- /58 /98 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
04/29/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any'
ny failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
I
ts drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�ris
I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167327 EJAC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T79
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.58940
Truss Label: J7 �JB / DF 04/29/2021
19
— 2X4(A1)
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
3'3"4
3'3"4
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
*i
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.001 D
HORZ(TL): 0.002 D
Creep Factor: 2.0
Max TC CSI: 0.099
Max BC CSI: 0.083
Max Web CSI: 0.000
EW Ver: 20.02.00A.1020.21
4
.o
No. 648
a STATE OF
o, N�1-o"A14!
0Rw
coA #o
12'1"15
10'9"
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 200 /- /- /162 /102 /102
D 56 /- /- /30 /0 /-
C 71 /- /- /44 /78 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
04/29/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any'
ny failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
I
ts drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�ris
I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167371 HIP_ Ply: 1 Job Number: G8265 Cust: R761 JRef: 1 X4Z761 0010 T57
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.00300
Truss Label: K1 �JB / DF 04/29/2021
12 1UY11
3.54
M
00
N T
M
B
s A 8' 1
D
2M(A1)
8'0"3
1'5"
8'0"3
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.019 D
Des Ld: 37.00
C Kzt: NA
HORZ(TL): 0.035 ID
Building Code:
NCBCLL: 0.00
Mean Height: 0.00 ft
Mea
Creep Factor: 2.0
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.531
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.543
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: No
Max Web CSI: 0.000
Loc. from endwall: NA
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Loading
Hipjack supports 5-8-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types
Additional Notes
Provide (3) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. rP.N
�+7 FQM
648 •':
r
ATE OFOswei• c
�•t'•�iL O R1�P��'[�
coA # f �Mt.
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 243 /- /-
/- /152 /-
D 111 /- /-
/15 /- /-
C 261 /- /-
/- /231 /-
Wind reactions based on MWFRS
B Brg Width = 10.8
Min Req = 1.5
D Brg Width = 1.5
Min Req = -
C Brg Width = 1.5
Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
1is drawintq indicates acceptance of professional engpnearing responsibility solely Tor the design shown. The suitability and use of t�1is
I for any s Iucture is the responsibility of the Building -Designer per ANSINI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167372 HIP_ Ply: 1 Job Number: G8265 Cust: R761 JRef: 1 X4Z761 0010 T48
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.01707
Truss Label: K1S �JB / DF 04/29/2021
J-
5"12
A-
M
12 10'5"11
3.54 �
M
ao
N
A
8,1,.
C
2X4(A1)
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 0.00 ft
NCBCLL: 0.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
TY12
TY12
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): 0.013 C
HORZ(TL): 0.025 C
Building Code:
Creep Factor: 2.0
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.890
TPI Std: 2014
Max BC CSI: 0.476
Rep Fac: No
Max Web CSI: 0.000
FT/RT:20(0)/5(0)
Plate Type(s):
I VIEW Ver: 20.02.00A.1020.21
WAX/P
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Loading
Hipjack supports 5-3-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (3) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 11111"
V .••' r�EIV�fi•.���,
No. 646
r
ATE aF i• c
COA #f
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 169 /- /- /- /99 /-
C 100 /- /- /14 /- /-
B 228 /- /- /- /206 /-
Wind reactions based on MWFRS
A Brg Width = 4.4 Min Req = 1.5
C Brg Width = 1.5 Min Req = -
B Brg Width = 1.5 Min Req = -
Bearing A is a rigid surface.
Members not listed have forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
1is drawintq indicates acceptance of professional engpnearing responsibility solely Tor the design shown. The suitability and use of t�1is
I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167373 HIP_ Ply: 1 Job Number: G8265 Cust: R761 JRef: 1 X4Z761 0010 T65
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.04630
Truss Label: K2 �JB / DF 04/29/2021
12
3.54
C
9,2„1
rn
g Nt Q03 A $rlrr
D
= 2X4(A1)
3r7'r2
1 r5n TB
1
3'7"2
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.001 D
Des Ld: 37.00
MC Kzt: NA
ean Height: 0.00 ft
Mea
HORZ(TL): 0.001 D
NCBCLL: 0.00
TCDL: 4.0 psf
Building Code:
Creep Factor: 2.0
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.061
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.040
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: No
Max Web CSI: 0.000
Loc. from endwall: NA
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Loading
Hipjack supports 2-6-8
setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0",
min. toe -nails at top chord.
Provide (2) 0.131 "x3.0",
min. toe -nails at bottom chord.
W?1I�
��1++M�1
FL
4.
*'.
C► G,
.,ENS
•
•
Q� •
• No. 64$ •
1 • a
if • i
ATE OF• a
Q�t,•..t OR •• �ti��'
*snow*
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 71 /- /-
/- /49 /-
D 20 /- /-
/3/-
C 44 /- /-
/- /39 /-
Wind reactions based on MWFRS
B Brg Width = 10.8
Min Req = 1.5
D Brg Width = 1.5
Min Req = -
C Brg Width = 1.5
Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
1is drawintq indicates acceptance of professional engpnearing responsibility solely Tor the design shown. The suitability and use of t�1is
I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167374 HIP_ Ply: 1 Job Number: G8265 Cust: R761 JRef: 1 X4Z761 0010 T71
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.07180
Truss Label: K3 �JB / DF 04/29/2021
V
Y
12
3.54
= 2X4(A1)
A
37n15
V5°
37" 15
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.001 D
Des Ld: 37.00
MC Kzt: NA
Mea
ean Height: 0.00 ft
HORZ(TL): 0.001 D
NCBCLL: 0.00
TCDL: 4.0 psf
Building Code:
Creep Factor: 2.0
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.066
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.044
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: No
Max Web CSI: 0.000
Loc. from endwall: NA
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Loading
Hipjack supports 2-7-1
setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0",
min. toe -nails at top chord.
Provide (2) 0.131 "x3.0",
min. toe -nails at bottom chord.
W?1I�
��1++M�1
FL
4.
*'.
C► G,
.,ENS
•
•
Q� •
• No. 64$ •
1 • a
if • i
ATE OF• a
Q�t,•..t OR •• �ti��'
*snow*
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 72 /- /-
/- /49 /-
D 21 /- /-
/3/-
C 46 /- /-
/- /41 /-
Wind reactions based on MWFRS
B Brg Width = 10.8
Min Req = 1.5
D Brg Width = 1.5
Min Req = -
C Brg Width = 1.5
Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
1is drawintq indicates acceptance of professional engpnearing responsibility solely Tor the design shown. The suitability and use of t�1is
I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167375 HIP_ Ply: 1 Job Number: G8265 Cust: R761 JR&AX4Z7610010 T23
FROM: Qty: 2 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.08747
Truss Label: K4 JB / DF 04/29/2021
C
12 10'6"15
3.54
r`
N N
co
B
A8'1��
D
2X4(A1)
1'5"
8'4"8
8'4"8
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 0.00 ft
NCBCLL: 0.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): 0.023 D
HORZ(TL): 0.042 D
Building Code:
Creep Factor: 2.0
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.615
TPI Sid: 2014
Max BC CSI: 0.624
Rep Fac: No
Max Web CSI: 0.000
FT/RT:20(0)/5(0)
Plate Type(s):
IVIEW Ver: 20.02.00A.1020.21
v\rnvF
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Loading
Hipjack supports 5-11-1 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (3) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
111111111111811111th
� •��•i4
EPV
No. 648
f
�►rE aF
Os� Q R�Q.-
�nAW.
COA #
04/29/2021
♦ Maximum Reactions (lbs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 261 /- /-
/- /163 /-
D 122 /- /-
/16 /- /-
C 287 /- /-
/- /253 /-
Wind reactions based on MWFRS
B Brg Width = 10.8
Min Req = 1.5
D Brg Width = 1.5
Min Reg = -
C Brg Width = 1.5
Min Reg = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint otiYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
1is drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167376 HIP_ Ply: 1 Job Number: G8265 Cust: R761 JRef: 1 X4Z761 0010 T32
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.12683
Truss Label: K5 �JB / DF 04/29/2021
T
3"13
C
12 10'1"15
3.54
ti
N Q)
B N
A t
8-1
D
2X4(A1)
6'11 "8
1'5" r
6' 11 "8
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 0.00 ft
NCBCLL: 0.00
TCDL: 4.0 psf
Building Code:
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: No
Loc. from endwall: NA
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Loading
Hipjack supports 4-11-1 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.013 D
HORZ(TL): 0.024 D
Creep Factor: 2.0
Max TC CSI: 0.656
Max BC CSI: 0.401
Max Web CSI: 0.000
EW Ver: 20.02.00A.1020.21
a :S. F�o f
No. 648
MA
.$, STATE OF
�`�1nArAt !i00001'��
COA #
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 176 /- /-
/- /109 /-
D 88 /- /-
/8/-
C 191 /- /-
/- /170 /-
Wind reactions based on MWFRS
B Brg Width = 10.8
Min Req = 1.5
D Brg Width = 1.5
Min Req = -
C Brg Width = 1.5
Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
1is drawintq indicates acceptance of professional engpnearing responsibility solely Tor the design shown. The suitability and use of t�1is
I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167377 HIP_ Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T16
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.14500
Truss Label: K6 �JB / DF 04/29/2021
T 3
VY
= 2X4(A1)
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 0.00 ft
NCBCLL: 0.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Loading
Hipjack supports 4-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
17
57' 14
57' 14
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std: 2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
M
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.005 D
HORZ(TL): 0.008 D
Creep Factor: 2.0
Max TC CSI: 0.310
Max BC CSI: 0.189
Max Web CSI: 0.000
EW Ver: 20.02.00A.1020.21
>- L1tsS
Na. WeS48
W1
VATE OF r` �
COA #0 A14
04/29/2021
C
9'9e5
M
O
T
N 811
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 147 /- /-
/- /97 /-
D 54 /- /-
/7/-
C 121 /- /-
/- /107 /-
Wind reactions based on MWFRS
B Brg Width = 10.8
Min Req = 1.5
D Brg Width = 1.5
Min Req = -
C Brg Width = 1.5
Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
1is drawintq indicates acceptance of professional engpnearing responsibility solely Tor the design shown. The suitability and use of t�1is
I for any s Iucture is the responsibility of the Building -Designer per ANSINI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167378 / HIP_ Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T80
FROM: Qty: 2 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56505
Truss Label: K7 JB / DF 04/29/2021
F.,
VY
12
7 GA
=2X4(A1)
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 0.00 ft
NCBCLL: 0.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Special Loads
-----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 0 plf at -1.41 to 32 plf at 0.00
TC: From 0 plf at 0.00 to 58 plf at 4.63
BC: From 0 plf at 0.00 to 21 plf at 4.63
TC: 40 lb Conc. Load at -1.41
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
4'7"8
Snow Criteria (Pg,Pf
in PSF)
Pg: NA Ct: NA
CAT: NA
Pf: NA
Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Sid: 2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
El
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.001 D
HORZ(TL): 0.002 D
Creep Factor: 2.0
Max TC CSI: 0.154
Max BC CSI: 0.064
Max Web CSI: 0.000
EW Ver: 20.02.00A.1020.21
>V - L 1tsS
Na. WeS48
W1
STATE OF
"go,'s
COA #o -�a�. '
;1LIP1.9 ► IRAI
5
12'1"11
co
00 -
CV
10'9"
♦ Maximum Reactions (lbs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 142 /- /-
/- /97 /-
D 30 /- /-
/8/-
C 73 /- /-
/- /65 /-
Wind reactions based on MWFRS
B Brg Width = 10.8
Min Req = 1.5
D Brg Width = 1.5
Min Reg = -
C Brg Width = 1.5
Min Reg = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
its drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167312 / JACK Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T14
FROM: Qty: 8 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56553
Truss Label: C1 �JB / DF 04/29/2021
12
5 F::7— C
B T
r M
A
D
2X4(A1)
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.000 D
HORZ(TL): 0.000 D
Creep Factor: 2.0
Max TC CSI: 0.066
Max BC CSI: 0.009
Max Web CSI: 0.000
EW Ver: 20.02.00A.1020.21
�p►S FLEA
s � �
•
No. 648
r �
.q JQ1�E f?F
�.►''•hl O R*mem1o*�11�
:. •
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 148 /- /- /142 /99 /44
D 10 /-1 /- /15 /11 /-
C - /-13 /- /30 /30 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
04/29/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any' failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawnc] or cover pa e
I
ts drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�ris
I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167313 / JACK Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T78
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56693
Truss Label: C1C �JB / DF 04/29/2021
12
5 F77-
C
B 117 9
� M
A10,91,
2X4(A1) D 10'4"4
r � r 2'1„8
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/#
TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.003 D 999 360
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.004 D 999 240
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 D - -
EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft HORZ (TL
): 0.002 D
NCBCLL: 10.00 TCDL: 4.0 psf Building Code: Creep Factor: 2.0
Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.073
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.006
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000
Loc. from endwall: Any FT/RT:20(0)/5(0)
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
**Fascia beam designed and furnished by
others. Provide connection for reactions
shown.
I :
M
11
STATE OF31
COA # 12AIM-toloo/
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 60 /- /- /33 /36 AS
D 15 /- /- /8/-
C 63 /- /- /43 /59 /-
Wind reactions based on MWFRS
A Brg Width = 1.5
D Brg Width = 1.5
C Brg Width = 1.5
Members not listed have forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
ile. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
6OA-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
irawintq indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of t�ris
any s Iucture is the responsibility of the Building -Designer per ANSINI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167314 / JACK Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T13
FROM: Qty: 7 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56444
Truss Label: C2 �JB / DF 04/29/2021
12 C
31
31
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.001 D
Des Ld: 37.00
EXP: C Kzt: NA
Mean Height: 15.00 ft
HORZ (TL ): 0.001 D
NCBCLL: 10.00
TCDL: 4.0 psf
Building Code:
Creep Factor: 2.0
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.077
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.067
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.000
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0",
min. toe -nails at top chord.
Provide (2) 0.131 "x3.0",
min. toe -nails at bottom chord.
►J 'S FLI
E1V�••...0
No. 64$
1 .
if • i
ATE OF• a
Q�t,•�t O R10.• �ti��'
04/29/2021
rk 9'4"9
M
8' 1
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 191 /- /- /156 /99 /95
D 50 /- /- /28 /0 /-
C 63 /- /- /39 /70 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
I
ts drawintq indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of iris
I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167411 / JACK Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T77
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56771
Truss Label: C2C �JB / DF 04/29/2021
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
12 C
5 T T rL
co
B
A
= 2X4(A1) E D
3' al
1' 3'
Wind Criteria
Wind Std: ASCE 7-16
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at -1.00 to 55 plf at 3.00
BC: From 4 plf at -1.00 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 3.00
TC: 35 lb Conc. Load at -1.00
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Additional Notes
WIND LOAD CASE MODIFIED!
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
1�
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): -0.042 D 330 360
VERT(CL): 0.069 D 203 240
HORZ(LL): 0.019 C - -
HORZ(TL): 0.031 C
Creep Factor: 2.0
Max TC CSI: 0.264
Max BC CSI: 0.486
Max Web CSI: 0.000
EW Ver: 20.02.00A.1020.21
,�S F
•
No* B48
1 0% STATE OF Cif
0'•�L O R1p�ti��c'
coa #o - 0
04/29/2021
12'0"9
10'9"
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
E 374 /- /- /284 /242 /95
D - /-103 /- /98 /65 /-
C 51 /- /- /33 /77 /-
Wind reactions based on MWFRS
E Brg Width = 4.0 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing E is a rigid surface.
Members not listed have forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
ile. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
6OA-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
irawintq indicates acceptance of professional engpneering responsibility solely Tor the design shown. The suitability and use of t�ris
any s Iucture is the responsibility of the Building -Designer per ANSINI 1 Sec.2.
AL NE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167315 / JACK Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T20
FROM: Qty: 4 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56599
Truss Label: C3 �JB / DF 04/29/2021
C
10'2"9
12
5
co
N
B N
A 8,1„
D
5
1
5'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.006 D
Des Ld: 37.00
EXP: C Kzt: NA
HORZ (TL ): 0.010 D
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.295
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.228
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.000
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord
S FL
•�. ,GENE014,
No. 646
r
ATE aF i• c
sessee
C A# f�Mt.
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 261 /- /- /199 /128 /145
D 89 /- /- /50 /2 /-
C 117 /- /- /76 /126 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
ile. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
6OA-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
irawintq indicates acceptance of professional engpneering responsibility solely Tor the design shown. The suitability and use of t�1is
any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167316 / JACK Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T12
FROM: Qty: 9 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56458
Truss Label: C4 �JB / DF 04/29/2021
12
5 F::7- C
B T
r M
A
D
2X4(A1)
1,
1' eTe e
1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.000 D
Des Ld: 37.00
EXP: C Kzt: NA
Mean Height: 15.00 ft
HORZ (TL ): 0.000 D
NCBCLL: 10.00
TCDL: 4.0 psf
Building Code:
Creep Factor: 2.0
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.066
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.009
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.000
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0",
min. toe -nails at top chord.
Provide (2) 0.131 "x3.0",
min. toe -nails at bottom chord.
S1p�Yrl!
V r�EIV�fi•.���,
.••'
No. 646
r
ATE aF i• c
�•t'•�iL O R1�P��'[�
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C A#
04/29/2021
:. •
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 148 /- /- /142 /99 /44
D 10 /-1 /- /15 /11 /-
C - /-13 /- /30 /30 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
I
ts drawintq indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of iris
I for any s Iucture is the responsibility of the Building -Designer per ANSI(TPI 1 Sec.2.
AL NE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167317 / JACK Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T11
FROM: Qty: 7 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56786
Truss Label: C5 �JB / DF 04/29/2021
12 C
31
31
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.001 D
Des Ld: 37.00
EXP: C Kzt: NA
Mean Height: 15.00 ft
HORZ (TL ): 0.001 D
NCBCLL: 10.00
TCDL: 4.0 psf
Building Code:
Creep Factor: 2.0
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.077
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.067
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.000
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0",
min. toe -nails at top chord.
Provide (2) 0.131 "x3.0",
min. toe -nails at bottom chord.
1111011"
S Ft
�7 EIN�•.•••,
.•.•
•
•
No. 648
•
A7E ©F i•
; 4R&fte 1p�'�` '
, apt
COA #0
04/29/2021
rk 9'4"9
M
8' 1
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 191 /- /- /156 /99 /95
D 50 /- /- /28 /0 /-
C 63 /- /- /39 /70 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
I
ts drawintq indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of iris
I for any s Iucture is the responsibility of the Building -Designer per ANSI(TPI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167318 / JACK Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T46
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56646
Truss Label: C5S JB / DF 04/29/2021
T
5"12
A-
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.00
Speed: 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt: NA
Des Ld: 37.00
Mean Height: 15.00 ft
NCBCLL: 10.00
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
12
5 B
9'4"9
T
A ~
8'1"
C
2X4(B1)
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
2'8"
2'8"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): -0.001 C
HORZ(TL): 0.001 C
Building Code:
Creep Factor: 2.0
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.083
TPI Std: 2014
Max BC CSI: 0.061
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/5(0)
Plate Type(s):
IVIEW Ver: 20.02.00A.1020.21
v\rnvF
S • FL1�'1e
E111,�•'•.,��i'
No. 64$
if • r
ATE ®F� c
.•�L O R1�.•
04/29/2021
♦ Maximum Reactions (lbs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 106 /- /- /68 /41 /6E
C 48 /- /- /27 /- /-
B 66 /- /- /43 /74 /-
Wind reactions based on MWFRS
A Brg Width = 3.6 Min Req = 1.5
C Brg Width = 1.5 Min Reg = -
B Brg Width = 1.5 Min Reg = -
Bearing A is a rigid surface.
Members not listed have forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10,
cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape
its drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis
for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.
ALPINE
NE
AN OW COMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167319 / JACK Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T21
FROM: Qty: 3 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56552
Truss Label: C6 �JB / DF 04/29/2021
C
10'2"9
12
5
co
N
B N
A 8,1„
D
5
1
5'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): NA
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): NA
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.006 D
Des Ld: 37.00
EXP: C Kzt: NA
Mean Height: 15.00 ft
HORZ (TL ): 0.010 D
NCBCLL: 10.00
TCDL: 4.0 psf
Building Code:
Creep Factor: 2.0
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.295
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.228
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.000
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
Wind Duration: 1.60
WAVE
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0",
min. toe -nails at top chord.
Provide (2) 0.131 "x3.0",
min. toe -nails at bottom chord.
►J 'S FLI
E1V�••...0
No. 64$
1 .
if • i
ATE OF• a
X•�tORQo�ti��'
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 261 /- /- /199 /128 /145
D 89 /- /- /50 /2 /-
C 117 /- /- /76 /126 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary
per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
I
ts drawintq indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of iris
I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167320 JACK Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T58
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56537
Truss Label: C6S �JB / DF 04/29/2021
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
5"12
1.9
10,2„9
5
10
CV
A
8,1„
C
-2X4(B1)
Wind Criteria
Wind Std: ASCE 7-16
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
4-8"
418"
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.005 C
HORZ(TL): 0.007 C
Creep Factor: 2.0
Max TC CSI: 0.292
Max BC CSI: 0.214
Max Web CSI: 0.000
EW Ver: 20.02.00A.1020.21
a ....F�E�f
XGENS.,,,.'.,�,
No.;(548
r
.$, STATE OF
t�#"'�.; �l O Ri!i0000
e•'"+
�`�1nArAt '��
COA #
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 181 /- /-
/117 /75 /116
C 86 /- /-
/49 /- /-
B 117 /- /-
/77 /128 /-
Wind reactions based on MWFRS
A Brg Width = 3.6
Min Req = 1.5
C Brg Width = 1.5
Min Req = -
B Brg Width = 1.5
Min Req = -
Bearing A is a rigid surface.
Members not listed have forces less than 375#
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
ile. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
6OA-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e
irawintq indicates acceptance of professional engpneering responsibility solely Tor the design shown. The suitability and use of t�ris
any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2.
ALPINE
6750 Forum Drive
Suite 305
Orlando FL, 32821
CLR Reinforcing
This detail is to be used when a Continuous Lateral Restraint (CLR)
is specified on a truss design but an alternative web
reinforcement Method is desired.
Notes:
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.
Use scabs instead of L- or T- reinforcement on webs with intersecting
truss joints, such as K-web joints, that may interfere with proper
application along the narrow face of the web.
Web Member
Specified CLR
Alternative Reinforecement
Size
Restraint
T- or L- Reinf.
Scab Reinf.
2x3 or 2x4
1 row
2x4
1-2x4
2x3 or 2x4
2 rows
2x6
2-2x4
2x6
1 row
2x4
1-2x6
2x6
2 rows
2x6
2-2x4OK)
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x6(
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,
010 Center scab on wide face of web. Apply (1) scab to each
face of web.
Member Substitution
T-Reinforcement
Or T-Reinf,
L-Reinforcement: or
L-Reinf,
Apply to either side of web narrow face.
Attach with 10d (0.128'x3,0',min) nails
at 6' o.c, Reinforcing member is
a minimum 80% of web
member length.
Scab Reinforcement:
Apply scab(s) to wide face of web.
No more than <1) scab per face.
Attach with 10d 0.128'x3.0',min) nails
at 6' o.c, Reinforcing member is a
minimum 80% of web member length.
AM
••WARNINOM READ AND FDLLDW ALL MTES ON THIS DRAvnaa r :
AWWEI tTANTa Fl1RNISH THIS DRAWD7G TD ALL CRiTRACTORS INCLUDING THE INSTALLER •
T C L L PSF
*
REF CLR S u b s t,
DATE 01/02/19
ALPINE
AN TW COMPANY
514 Earth City Expressway
Suite 242
Trusses require extreme care In fabricating, handling, shipping, InstalUng and brncIng. Refn
follow the latest edition of BCSI (Building Component Safety Information, by TPI anI SBCA> f s }
temporary bracing BCSI. •
these functions. Installers shall structural
practices prior to wise, top
Unless noted otherwise, top chord shall have properly attached structural sheathing and bo o
shall have a properly attached rigid telling. Locations shown for permanent lateral restrain •
J or BIB, as unlessapplicable.no Apply plates to ea
shall have bracing Installed per BCSI sections the
of truss and position as shown above and on tMe Joint Details, unless noted otherwise.
Refer to drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviatb
this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shippin
Instollatlon 6 bracing of trusses.
A seat on this drawing or cover page Ustig this drawing, Indicates acceptance of professional
erngIneerlrg responslbWty solely for the design shorn. The sWtob�ity and use of this dmwIng
for any s k the respornsB�Rlty of the Bukdkg Designer per ANSLTPI 1 Sec.P—
•
• TC DL PSF
A7E OF �+ $C DL PSF
��QR�pP,�' , BC LL PSF
•~•'rN�••diB �, TOT. LD, PSF
DUR, FACE
DRWG BRCLBSUB0119
Earth City, MO 63045
For more Information see this Job's general notes page and these web sites,
ALPINE, www.alpineitw.comi TPI1 www.tpinst.org; SBCA, www.sbcindustry.orgi ICC, wwwJccsafe.org
SPACING
Gable Stud Reinforcement Detail
ASCE 7-161 180 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or, 160 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or, 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species Grade
P 9
No
Braces
(1) lx4 'L' Brace Ill
(1) 2x4 'L' Brace w
(2) 2x4 'L' Brace ww
(1) 2x6 'L' Brace Ill
(2) 2x6 'L' Brace w
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
U
S P rr
#1 / #2
3' 6'
6' 0'
6' 3'
7' 1'
7' 4'
8' 5'
8' 9'
11' 1'
11' 7'
13' 3'
13' 9'
#3
3' 4'
5' 1'
5' 5'
6' 9'
7' 3'
8' 4'
8' 8'
10' 7'
11' 4'
13' 1'
13' 7'
H F
Stud
3' 4'
5' 0'
5' 4'
6' 9'
7' 2'
1 8' 4'
8' 8'
10' 6'
11' 3'
13' 1'
13' 7'
Q
Standard
3' 4'
4' 4'
4' 7'
1 5' 9'
6' 2'
7' 10'
8' 5'
9' 1'
9' 8'
12' 4'
13' 2'
#1
3' 8'
6' 1'
6' 4'
7' 2'
7' 5'
8' 6'
8' 10,
11' 3'
11' 8'
13' 4'
13' 11'
J
S P
#2
3' 6'
5' 9'
6' 2'
7' 1'
7' 4'
8' 5'
8' 9'
ill 1'
11' 7'
13' 3'
13' 9'
(U
r
D r L
#3
3' 5'
4' 7'
4' 10'
6' 1'
6' 6'
8' 2'
8' 9'
9' 6'
10' 2'
12' 11'
13' 8'
Stud
3' 5'
4' 7'
4' 10'
6' 1'
6' 6'
8' 2'
8' 9'
9' 6'
10' 2'
12' 11'
13' 8'
Standard
3' 1'
4' 0'
4' 3'
5' 4'
5' 9'
7' 3'
7' 9'
8' 5'
9' 0'
11' 5'
12' 3'
U
#1 / #2
4' 0'
6' 10'
7' 2'
8' 1'
8' 5'
9' 8'
10, 1'
12' 9'
13' 3'
14' 0'
14' 0'
QJ
_
U
O
S P P
u r
I� r
#3
3' 10'
6' 2'
7' 2'
1 8' 0'
8' 4'
9' 7'
9' 11'
12' 7'
13' 1'
14' 0'
14' 0'
Stud
3' 10'
6' 2'
6' 7'
8' 0'
8' 4'
9' 7'
9' 11'
12' 7'
13' 1'
14' 0'
14' 0'
Standard
3' 10'
5' 4'
5' 8'
7' 1'
7' 7'
9' 7'
9' ill
11' 1'
ill 11'
14' 0'
14' 0'
#1
4' 3'
7' 0'
7' 3'
8' 3'
8' 6'
9' 9'
10' 2'
12' 11'
13' 5'
14' 0'
14' 0'
S P
#2
4' 0'
6' 10'
7' 2'
8' 1'
8' 5'
9' 8'
10, 1'
12' 9'
13' 3'
14' 0'
14' 0'
#3
3' 11'
5' 7'
5' 11'
7' 5'
7' 11'
9' 7'
10, 0'
ill 8'
12' 6'
14' 0'
14' U'
(1)1
D rr L
Stud
3' 11'
5' 7'
5' 11'
7' 5'
7' 11'
9' 7'
10, 0'
ill 8'
12' 6'
14' 0'
14' 0'
Standard
3' 9'
4' 11'
5' 3'
6' 7'
7' 0'
8' 11'
9' 6'
10' 4'
11' 1'
14' 0'
14' 0'
0
d
S P P
#1 / #2
4' 5'
7' 7'
7' 10,
8' 11'
9' 3'
9' 8'
11' 1'
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 3'
7' 2'
7' 7'
8' 10,
9' 2'
10' 6'
10, 11'
13' 10'
14' 0'
14' 0'
14' 0'
U
I. I P
Stud
4' 3'
7' 1'
7' 7'
8' 10,
9' 2'
10' 6'
10, 11'
13' 10'
14' 0'
14' 0'
14' 0'
O
I�I
Standard
4' 3'
6' 2'
6' 6'
8' 2'
8' 9'
10' 6'
10, 11'
12' 10'
13' 9'
14' 0'
14' 0'
X
S P
#1
4' 8'
7' 8'
7' 11'
9' 0'
9' 5'
10, 9'
11' 2'
14' 0'
14' 0'
14' 0'
14' 0'
#2
4' 5'
7' 7'
7' 10'
8' 11'
9' 3'
10' 8'
11' 1'
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 4'
6' 5'
6' 10'
8' 7'
9' 12'
10' 7'
ill 0'
13' S'
14' 0'
14' 0'
14' 0'
r -d
D P L
Stud
4' 4'
6' 5'
6' 10'
8' 7'
9' 12'
10' 7'
11' 0'
13' 5
14' 0'
14' 0'
14' 0'
Standard
4' 3'
5' 8'
6' 1'
7' 7'
8' 1'
10' 3'
10' 11'
11' 11'
12' 9'
14' 0'
14' 0'
Diagonal brace options
vertical length may be
doubled when diagonal
brace Is used. Connect
diagonal brace for 775#
at each end. Max web
total length Is 14'.
Vertical length shown
In table above,
Jymm
About
18'
'L' Brace End
Zones, typ,
2x6 DF-L #2 or
better diagonal
r
braced single
8,
or double cut
II
(as shown) at
1
upper end.
Connect diagonal at
midpoint of vertical web.
I
'
Refer to chart k
"WARNNpa READ AND FOLLOW ALL NOTES ON THIS BRA
wwDIPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS ICLUDDdG TIE DSTALLER
Trusses require extresx care In fabricating, handling, shipping, Installing and bracing. Ref
foltow the latest edition of SCSI (BuRtlirg Component Safety Information, by TPI and SBCA> f sc
practices prior to performing these functions. Installers shall provide temporary bracing B
Unless noted otherwise, top chord shall have properly attached structural sheathing and bo I
shad have a properly attached rigid ceNing. Locations shown for permanent lateral restrain f
shall have bracing Installed per BCSI sectlons B3, or BIB, as applkable. Apply plates to ea
LPI N E
of truss and position Joint Details, uess noted otherwise.
unless
Refer to drawings t60A-Z shown above and on the -Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviatd
this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipl
AN ITW COMPANY
Installatlon S. bracing of trusses.
A seal on this drawing or cover page Ustlrng this drawing, indcntes acceptance of professional
514 Earth City Expressway
engheering responsbOty solely for the design shorn. The sultabllity and use of this drawing
suite 242
for any structure k the responsblUty of the Bu0.tlng Designer per ANSI/TPI I Sect.
Earth City, MO 63045
For more information see this Job's general notes page and these web sites,
ALPINE, www.alpineitw.cont TPI, www.tpinst.orgl SBCA, www.sbcintlustryargi ICG wwwJccsafe.org
Z
•
'E OF r p_
Qss.V*
:Rwsliso
AlL
Bracing Group Species and Grades:
Group A:
S ruce-Pine-Fir Hem -Fir
#1 / #2 Standard #2 Stud
#3 Stud #3 IStandard
Dou las Fir -Larch Southern Pinewww
#3 #3
Stud Stud
Standard I Standard
Group B:
Hem -Fir
#1 & Btr
#1
Do" u I. Fir -Larch Southern Pinewww
#1 #1
#2 #2
ix4 Braces shall be SRB (Stress -Rated Board).
wwFor 1x4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grades.
Gable Truss Detail Notes:
Wind Load deflection criterion is L/240.
Provide uplift connections for 100 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0,128'x3.0' min) nails.
)K For (1) 'L' braces space nails at 2' o.c.
In 18' end zones and 4' o.c. between zones.
)K)KFor (2) 'L' braces: space nails at 3' o.c.
In 18' end zones and 6' o.c. between zones.
'L' bracing must be a minimum of 80% of web
member length,
Gable Vertical Plate Sizes
+ Refer to common truss design for
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detail.
Vertical Len
th
No Splice
Less than 4' 0'
2X3
Greater than 4'
0', but
4X4
less than 10'
0'
MAX. TOT, LD, 60 PSF
MAX, SPACING 24,0'
REF ASCE7-16-GAB18015
DATE 01/26/2018
DRWG A18015ENC160118