HomeMy WebLinkAboutRevisions; Truss Company ChangeOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
PERMI W22,
RECEIPT #
PLANNING & DEVELOPMI
BUILDING & CODE REGULAI
2300 VIRGINIA
FORT PIERCE, FL
(712) 462-'
APPLICATION FOR BUILDING PERM
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
10210 Carlton Road, Fort Pierce, FL 34987
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Changed truss company due to production
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CGC1524734
BUSINESS NAME: Groza Builders,lnc.
QUALIFIERS NAME: John A. Groza
ADDRESS: 511 SW PSL Blvd.
CITY: PSL
PHONE (DAYTIME): 772-336-7653
STATE: FL
OWNER/BUILDER INFORMATION:
h
lei
ST. LUCIE CO CERT. #:
FAX:
NAME: George & Angela Martire
ADDRESS:1711 SE Caryahlo Street
CITY: PSL STATE: FL
PHONE (DAYTIME: 772-643-3699 FAX: _
ARCHITECT/ENGINEER INFORMATION:
ZIP: 34953
ZIP: 34983
NAME: Christopher D. Beers
ADDRESS: 5109 Grand Palmetto Way
CITY: North Port STATE: Fl ZIP: 34291
PHONE (DAYTIME): 941-628-6635 FAX:
SLCCC: 9123109
Revised 06130117
lly
111M1/� a�� Thdsealedocument has been 19MSIgnatu .Prigoad
y^� F � and sealed using a Dfgitai SlgnaMe. Printed
copies without an original signature must be
.*move �! 6,� verified using fhsorigfial electreNc verstan.
•
• "o. s
• •
�. i ANrrWCOMPANYae ALPINE
•
i, VATEOF ,c
.....•
wl-
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
2�
i 4
4o
Cool
Site Information:
Pa a 1:
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 En ineerin Criteria:
Design Code: FBC 7th Ed. 2020 Res
IntelliVlEW 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
1 119.21.1658.34762
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 1
119.21.1641.41677
J1
Florida Certificate of Product Approval #FL1999 Printed 4/29/2021 4:58:38 PM
UM111 jape This document has been elecbonicagysigned
and sealed using a Digital Signature. Printed
copies without an original signahue must be
•.G•:.. F��j� verified using the original electronic version.
EN
No. 646
• COA #0 278
•� ATE OF •:'ttC,,1�04/29/2021
Rk
ftes
• • •�
'0AIA`
•
ALPINE
AN jrW COMPANY
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32821
Phone:(800)755-6001
www.alpineitw.com
Site Information:
Pa a 2:
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
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
K1 S
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
Drawirig'Number
Truss
54
119.21.1641.48017
J3
56
119.21.1641.63303
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
C1
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 1310 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or
other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these
drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to
and may not be relied upon for the temporary stability of the truss components during their installation.
Permanent Lateral Restraint and Bracing:
The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of
the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of
BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional.
These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building
stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building
Designer.
Connector Plate Information:
Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations,
gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60.
Information on model code compliance is contained in the [CC 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.org.
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 JRet1X4Z7610010 T68
FROM:
Qty: 1
/GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
DrwNo: 119.21.1636.06587
�JB
Truss Label: T1
/ DF 04/29/2021
2071-1 63"1 7710 9110"8
271 2'8" 24"8 2'21114
12 =4X7 III1.5X4 =3X4 =3X3
5 C D E F
B ;� N
2X4(A1) 1111.5X4 =3X8 -3X4 III 1. 5X4
7'9"6
2'8"13 2'6"4 2'8" 1'11"6
1 1 + 1 1
2'8"13 5'3"1 7'11"2 9'10118
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 Udell U#
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 A /- /- /265 A
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.016 J 999 240
BCDL: 10.00
Risk Category: Il
Snow Duration: NA
HORZ(LL): 0.002 C - -
H 679 /- /- /- /404 /-
Des Ld: 37.00
EXP: C Kzt: NA
Mean Height: 15.00 ft
HORZ(TL): 0.004 C - -
G - /-128 /- /63
NCBCLL: 10.00
TCDL: 4.0 psf
Building Code:
Creep Factor: 2.0
Wind reactions based on MWFRS
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.167
B Brg Width = 7.6 Min Req = 1.5
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.168
H Brg Width = 3.5 Min Req = 1.5
G Brg Width =1.5 Min Req = -
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
TQ From 28 plf at 2.59 to 28 pif 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 plf at 0.00 to 20 plf at 2.62 Webs Tens.Comp. Webs Tens. Comp.
BC: From 10 plf at 2.62 to 10 plf at 9.87 I - E 607 -343 E - H 314 -432
TC: 97 lb Conc. Load at 2.62
TC: 51 lb Conc. Load at 4.65, 6.65
TC: 63 lb Conc. Load at 8.65 lttti4ul
BC: 63 lb Conc. Load at 2.62 cam" �i
BC: 42 lb Conc. Load at 4.65, 6.65 r `pAes7 ��
BC: 47 lb Conc. Load at 8.65 �7 :•...•• ��/��,�
rrAI • -���yi
Purlins ®••••• ��G��••m••�
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
os
No. 648
Wind c '
0
Wind loads and reactions based on MWFRS. 0
Right end vertical not exposed to wind pressure. % ATE OF •
�
Wind loading based on both gable and hip roof types. o•�
•
�s
Additional Notes ® 46 VIP •e�
,�
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. ov'o4P`••
04/29/2021
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme cafe In fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety InformaLon, b
TPI end'SBCA) r safPety practices rior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted o herwise, top chord shall have properPv attached structural sheathing and bottom chord shall have a propaXy
attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310,
as applicable. Apply lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer 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 Buildin Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the A,nWCO A ,
truss in with ANSIf� PI 1, or for handling, installation, bracinnq trusses. A this drawin
conformance shipping,, and of seal on or cover pa a 6750 Forum Drive
listing this drawin indicates acceptance of professional -en meenng responsibili solelyfor the design shown. The suitability and use of Phis
drawing for any structure is the responsibility the Building�esigner ANSI/T�I 1 Sc.2. Suite 305
of per
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
FROM: 1673371 HIPM Qp ; GROZA BUIL ERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE �JBrwNDo:7 111 21 163 .06712021 T66
Truss Label: T2
4"1
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;
Webs: 2x4 SP #2;
4'7"1
4'7"1
776 9'10"8
3'2"5 2'1"2
=4X7 III1.5X4 =3X3
12
C D E
5 FiT T
-4
N �
B iV
1 ti'1"
H G F
2X4(A1) III 1.5X4 -3X8 III 1.5X4
7'9"6
4'8"13 3'0"9 2'1"2
1' F 4'8"13 776 I 9'10"8
i Criteria
! Std: ASCE 7-16
:d: 170 mph
osure: Closed
Category: II
C Kzt: NA
n Height: 15.00 ft
L: 4.0 psf
L: 4.0 psf
-RS Parallel Dist: 0 to h/2
Dist a: 3.00 It
from endwali: Any
GCpi: 0.18
1 Duration: 1.60
Puriins
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.
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 U#
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
Ver. 20.02.00A.1020.21
Ft EN
a�
0
No. 648
*B o�
1�TE OF c�
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 P
F 37 /-34 P
/4 /13 P
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 fabricatin , handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nen Safety Information, b TPI an SBCA) r sa ety practices pnor to performing the a functions. Installers shall provide tempos
per BCSI. Unless not o�herwise, top chord shall have pr4perl% attached structu al s�reathing and bottom chord shall have a properly
d n id ceilin . Locations shown for permanent lateral restraint of webs shall have �r cm installed per BCSI sections B3, B7 or B10,
icab�e. Apply laces to each face, otruss and position as shown above and on the �oinf9Details, unless noted otherwise. Pefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Buildin Components Group Inc. shall not be r s onsible for any deviation from this drawing, any failure to build the
conformance with ANSIf�} PI 1, or for handling, shipping,, installation and bracrn of trusses. A seal on this drawin or cover pa e
nis drawintq indicates acceptance of professional engpneenng responsibilit�yy solely or the design shown. The suitability and use of t�tis
I for any s ructure is the responsibility of the Building esigner, per ANSI/fP1 1 Sec.2.
ALP NI E
ANMCOMPAW
6750 Forum Drive
Suite 305
Orlando FL, 32821
AWC:
job Number: G8265
61
FROM; 167379 / HIPM Qty. ; GROZA BUIL ERS, INC. / /LA TORTU_GA-GAM /MARTIRE RESIDENCE I Dr No:7111 21 163 .0 Z9 2021 T55
Truss Label: T3
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
SDacinQ: 24.0 "
T
6'7"1
6'7"1
7'9"6 910"8
175 2'1"2
=4X7 1111.5X4 =3X3
C D E
12
5 p
N_
c0
f0
B
A
H G B2 F
2X4(A1) =5X5 =3X8 III1.5X6
7'9"6
2'1"2
1, + 610"9 `f' 10"13 2'1"2
6'10"9 7'9'6t' 9110"8
I Criteria
I Std: ASCE 7-16
�d: 170 mph
osure: Closed
Category: II
C Kzt: NA
n Height: 15.00 ft
L: 4.0 psf
L: 4.0 psf
:RS Parallel Dist: 0 to h/2
Dist a: 3.00 ft
from endwall: Any
GCpi: 0.18
t Duration: 1.60
Lumber
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 pif at -1.00 to 55 pif at 9.87
BC: From 4 plf at -1.00 to 4 plf at 0.00
BC: From 20 pif at 0.00 to 20 pif 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 pudins to brace all flat
TC @ 24" cc.
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.
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
Plate Type(s):
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc Udefl U#
Gravity Non -Gravity
VERT(LL): 0.020 H 999 360
Loc R+ / R- / Rh / Rw / U / RL
VERT(CL): 0.036 H 999 240
B 369 /- /- /- /241 /-
HORZ(LL): 0.011 H - -
G 1000 /- /- /- /430 /-
HORZ(TL): 0.020 H - -
F 564 /- /- /- /261 /-
Creep Factor. 2.0
Wind reactions based on MWFRS
Max TC CSI: 0.622
B Brg Width = 7.6 Min Req = 1.5
Max BC CSI: 0.447
G Brg Width = 3.5 Min Req = 1.5
Max Web CSI: 0.061
F Brg Width =- Min Req = -
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Ver: 20.02.00A.1020.21
FLOC +�
E.
•i
No. 848
e •
•
$TATE ®F e7
�.c•;t OFa"��•����'
co 0
04/29/2021
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
auire extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, b TPI an 'SBCA) r safety practices nor to performing the a functions. Installers shall provide tempos
BCSI., Unless noted o�herwise, top chord shall have propef, attached structural s�ieathing and bottom chord shall have a properly
id ce!Im . Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
e. Apply fates to ach face• of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to
60A-Z for standard pe(ate positions. Refer to job's General Notes page for additional information.
a division of
from this drawing, any failure to build the
>. A seal on this drawingor cover pacla
;ign shown. The suitabilitand use of Q is
ALPINE
NE
any
r r,.
SBCA:
Nl fN/CD/AY
6750 Forum Ddve
Suite 305
Orlando FL, 328:
SEQN: 167382 / HIPS Ply: 1 Job Number: G8265 Cuse R 761 JRef 1X4Z7610010 T52
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34136
Truss Label: T4 �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
Spacinq: 24.0 "
5'4.11 14 f 23'11°5 29'6°
5'4'11 9'35 9'3'5 5'6'11
i- e'4 I
m pj =5H8
29'E'
25'S'12 ��_ 4'5'6 T 4'S'14 4'8'14 + 4'S°8 + 5'9'12 +1',
' 5 12 9'11°2 14'8' 19'4'14 23'10'4 29'8'
J Criteria
I Std: ASCE 7-16
ad: 170 mph
Dsure: Closed
Category: II
C Kzt: NA
n Height: 15.00 ft
L: 4.0 psf
L: 4.0 psf
'RS Parallel Dist: 0 to h/2
Dist a: 3.00 ft
from endwall: Any
GCpi: 0.18
1 Duration:1.60
14712 i 1 6'10'12 -{ 5-11'6 -{
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):
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 pif at 0.00 to 55 pif at 5.36
TC: From 73 pif at 5.36 to 73 pif at 23.97
TC: From 55 pif at 23.97 to 55 pif at 30.67
BC: From 20 pif at 0.00 to 20 pif at 5.36
BQ From 10 pif at 5.36 to 10 pif at 23.97
BC: From 20 pif at 23.97 to 20 pif at 29.67
BC: From 4 pif at 29.67 to 4 pif at 30.67
TC: 363 lb Conc. Load at 5.36
TC: 396 lb Conc. Load at 23.97
PLT: 135 lb 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
HORIZONTAL WIND LOADS.
IICSI Criteria
Deflection in loc L/defl L/#
IT(LL): 0.306 M 999 360
2T(CL): 0.538 M 651 240
RZ(LL): 0.105 Q - -
RZ(TL): 0.185 Q -
ep Factor: 2.0
(TC CSI: 0.612
(BC CSI: 0.807
( Web CSI: 0.893
Ve r: 20.02.00A.1020.21
Puriins
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.
Additional Notes
WIND LOAD CASE MODIFIEDI
LATERALLY BRACE TOP CHORD BELOW FILLER
AT 24" O.C. OR RIGID SHEATING, INCLUDING
A LATERAL BRACE AT CHOR11ENDS.
�i,A►S ppFNo"'
® •• +�E,V 4
•
No. 648
c •
e
AiE OF a
OF
COA #0®AIAh 11L
04/29/2021
w
io
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
AJ 2850 /- /-
/- /1604 /-
O 2873 /- A
A /1638 A
Wind reactions based on MWFRS
AJ Brg Width = 3.6
Min Req = 2.4
O Brg Width = 7.6
Min Req = 2A
Bearings AJ & O 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 3478 - 6150
H - I 2063 -3766
B - C 2299 -4030
I - J 2104 -3828
C - D 2088 -3804
J - K 2140 -3867
D - E 2094 -3810
K - L 2092 -3808
E - F 2139 -3867
L - M 2088 -3803
F - G 2104 - 3827
M - N 2304 -4035
G - H 2O63 -3765
N - O 3672 -6503
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - U 5582 - 3139 S - R 5926 -328B
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 A18015ENC101014 & GBLLETIN0118
for more requirements.
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qquire extreme care in fabricating, handlin shi mg, installing and bracing. Refer to and follow the latest edition of BCSI (Building
it Safety Information, b TPI and SBCA) ?& safPeq practices iior to performing these functions. Installers shall provide tempos
r BCSI. Unless noted o�herwise, top chord shall have rope rPY attached structural sheathing and bottom chord shall have a propeflly
pid ceilin . Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
le. Apply plates to each face of truss and position as shown above and on the Joiq Details, unless noted otherwise. Pefer to
60A-Z for standard plate positions. Refer to job's General Notes page for additional information.
of
deviation from this drawing, any failure to build the
of trusses. A seal on this drawin or cover page
or the tlesign shown. The suitability and use of iitis
ALPINE
any
Mw Co wu
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167363 / SPEC Ply: 1 Job Number: G8265 Cust R 761 JRef:1X4Z7610010 T64 i
FROM: City: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DnvNo: 119.21.1658.34416
Truss Label: T5 �JB / DF 04/29/2021
a division of
any
T7'10
7T10
14'8"
7'0"6
=4X5
C
29'8"
21'8"6
29'8"
i
T5"14
T2°2
T2"2
T9'14 1' _
T5°14
14'8°
21'10°2 T
29'8" T,
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 Udell U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 170 mph
Pf. NA Ce: NA
VERT(LL): 0.117 H 999 360
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.218 H 999 240
K 1119 /- P /611 /650 1257
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.047 G - -
E 1170 /- P 1678 /685 P
Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.087 G -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
Building Code:
Creep Factor. 2.0
K Br Width = 3.6 Min Re
9 q = 1.5
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.700
E Br Width = 7.6 Min Re 1.5
9 4 =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.690P
Bearings K & li are h rigid surface.
Members not listed have forces less than
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Re Fac: Yes
Max Web CSI: 0.786
Maximum Top Chord Forces Per Ply (Ibs)
s)
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
GCp!: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
IVIEW Ver. 20.02.00A.1020.21
A- B 1242 -2149 C - D 961 -1505
Lumber
B - C 962 -1505 D - E 1286 -2215
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
d F Chord
B i axmum ot ororces Per PI Ibs
My (Ibs)
Webs: 2x4 SP #2;
Chords Tens.Comp. Chords Tens. Comp.
Lt Slider: 2x4 SP #2; block length = 2.000'
A -1 1909 -1015 H - G 1975 -1058
Wind
I-H 1905 -1017 G-E 1980 -1067
Wind loads based on MWFRS with additional C&C
member design.
Maximum Web Forces Per Ply (Ibs)
Wind loading based on both gable and hip roof types.
Webs Tens.Comp. Webs Tens. Comp.
B - H 500 -650 H - D 546 -728
C - H 726 -386
n
,�5, '��s
,GEA�F'•�. ,
M
M.
STATE OF jip
s
04/29/2021
-WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
fer to and follow the latest edition of BCSI (Building
hese functions. Installers shall provide terhpora
al sheathing and bottom chord, sall have a properly
racing installed per BCSI sections B3, B7 or B10,
Joint Details, unless noted otherwise. Refer to
mal information.
deviation from this drawing, any failure to build the
of trusses. A seal on this drawin or cover pa e
ar the design shown. The suitability and use of Tis
page
ALPINEINE
muwcon'v
6750 Forum Drive
Suite 305
Orlando FL, 328:
SEQN: 167366 / HIPS Ply: 1 Job Number: 68265 Cust: R761 JRef:1X4Z7610010 T49 )
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTU_ GA -GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34761
Truss Label: T6 �JB / DF 04/29/2021
T7"10 i 14'2"8 15'1"8 21'8°6
7710 6'6"14 r 11a 6'6"14
-L
3X4(C3)
T514
T5"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
D
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 It
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 Slider. 2x4 SP #2; block length = 2.000'
Purlins
In lieu of structural panels use pudins 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.
=4X5
=4X5
C D
29'8"
29'8°
T11"10
T2"2 i T2"2 T9°14 1'
14'8" 21'10"2 29'8°
Snow Criteria (Pg,Pf in PSF)
Def1/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): 0.115 1 999 360
Loc R+ / R- / Rh / Rw / U / RL
L 1119 /- /- /614 /650 /249
Lu: NA Cs: NA
VERT(CL): 0.214 1 999 240
Snow Duration: NA
HORZ(LL): 0.047 H - -
F 1170 P P 1681 /686 P
HORZ(TL): 0.087 H - -
Creep Factor: 2.0
Wind reactions based on MWFRS
L Brg Width = 3.6 Min Req = 1.5
Building Code:
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.697
F Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.690
Bearings L & F are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.752
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 1242-2148 D-E 961 -1505
B - C 961 -1505 E - F 1286 -2215
WAVE
C - D 966 -1343
No. P648 se
�iE OF •o•
®.�N
04/29/2021
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - J 1908 -1015 I - H 1974 -1058
J -1 1904 -1017 H - F 1979 -1056
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
B -1 499 -650 I - E 544 -727
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in.fabricating, handling, shipping, Installing and bracing. _ Refer to and follow the latest edition of
page
a division of
any
deviation from this drawing, any failure to build the
of trusses. A seal on this drawin or cover pa e
ar the design shown. The su!tability and use of Cis
ALPINE
mmco w�
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167393 / SPEC Ply: 1 Job Number: G8265 Cust R761 JWAX4Z7610010 T59 1
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTU_ GA -GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34197
Truss Label: T7 JB / DF 04/29/2021
14' '8
6'0'12 6'0'12 9'I'Z 134 I 160' F 12
311'12 33'012T3044
010 i'2
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
SDacina: 24.0 "
�4x4 =5x10
29'9•
5'11'12 T5"12 56'14 3'10"10 2'a' 311"6 47'2 1'
5'1 112 8'S8 r 14'6.14 + 18'S8 1 zt'1'8T zso•14 + 2918-
Q
i Criteria
I Std: ASCE 7-16
3d: 170 mph
osure: Closed
Category: II
C Kzt: NA
n Height: 15.00 It
L: 4.0 psf
L: 4.0 psf
=RS Parallel Dist: 0 to h/2
Dist a: 3.00 It
from endwall: Any
GCp!: 0.18
1 Duration: 1.60
Lumber
Top chord: 2x4 SP #2; T2,T3 2x6 SP 2400f-2.0E;
Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E;
B2 2x6 SP 2400f-2.OE;
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, Kneewalis: 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.
Snow,Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
PP. 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 U#
VERT(LL): 0.289 U 999 360
VERT(CL): 0.474 U 743 240
HORZ(LL): 0.092 C - -
HORZ(TL): 0.155 C - -
Creep Factor: 2.0
Max TC CSI: 0.641
Max BC CSI: 0.754
Max Web CSI: 0.246
Ver. 20.02.00A.1020.21
LATERALLY BRACE TOP CHORD BELOW FILLER
AT 24" O.C, OR RIGID SHEATING, INCLUDING
A LATERAL BRACE AT CHORD ENDS.
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 1425 /- /-
/613 /635 /234
O 1430 P P
1684 /679 P
Wind reactions based on MWFRS
A Brg Width = 3.6
Min Req = 1.5
O Brg Width = 7.6
Min Req = 1.7
Bearings A & O 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 126E -2925
G - H 482 - 539
B - C 1125 -2635
G -1 827 -2056
C - D 1059 -2274
H - J 562 -324
D - E 544 -210
I - L 830 -2193
E - F 658 -208
L - N 1222 -2687
F - G 1003 -2049
N - O 1344 -2962
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - W 2637 -1055 T - S 2253 -790
W - V 2642 -1056 S - R 2429 -928
V - U 2642 -1056 R - Q 2684 -1151
U - T 2277 -759 Q - O 2686 -1148
MC� �7
Maximum Web Forces Per Ply (Ibs)
SC' �
Webs
Tens.Comp.
Webs
Tens. Comp.
■•••a•ea���/p_4s�
B-U
388 -524
H-L
479
-514
•
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U-C
757 -195
J-T
1044
-169
�J ••
D - F
H -1
1312 -2901
845 - 224
T - K
S - K
597
233
-276
- 875
No. 6848
o •
AT 1E OF
°
• L®6t�� ��rP.����
COA # ` ®i��
04/29/2021
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
ff' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
3 care In fabricating, handlingshipping, installing, and bracing. Refer to and follow the latest editign of BCSI (Building
mation, by TPI and SBCA) r sa shipping,
practices pnor to performing these functions. Installers shall provide temporary
is noted otherwise, top chord shall have roper) attached structural sheathing and bottom chord. s!lall have a proper y
nations shown for permanent lateral respraint o webs shall have bracinty installed per BCSI sections B3, B7 or B10,
ates to Bach face o truss and position as shown above and on. the Join Details, unless noted otherwise. k6ferto
a division of ITW Buildin Components Group Inc. shall not be res onsible for any deviation from this drawing, any failure to build the
conformance with ANSIf� PI 1, or for handling, shipping,, Installai'ion, and bracin of trusses. A seal on this drawn or cover pa e
,is drawing, indicates acceptance of professional engpineenng responsibility solely -for the design shown. The suitability and use of i�1is
i for any structure is the responsibility of the Building es!gner per ANSI/T 11 Sec.2.
ALPINE
NE
mmmw�
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN:167368/ SPEC Ply: 1 ob Number. G8265 Cust R761 JReF1X4Z7610010 T51 )
FROM: Qty: 1 JGROZA BUILDERS, INC. / ILA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34916
Truss Label: T8 �JB / DF 04/29/2021
{,, 14'6'14 1T "4 20'11"12
' 1'2.14 ' 1'0'12 ' 1'10'4
8'0'12 9'1"12 175'6 13' ' 16W 19'1'B 24'11'2 29'8' _
6'012 3'1' 10 10 0 1'10'1 1T4 3'118 I 4'8'14
-SS0608
m3X6
e UB E F G a5X5
12 1113�6 T2 mX!M4
111.5X4T 5
®5X6
ro o7X6 L
o B S3N
m N ro
6 v to
1 A O
slats p s•i � �6y
B1 W v u B2 T S R Q
=4 B1) 011.5X4 m3X4 =-4X6 =3X4 101.5X4 =4 5(A2)
�HO510(") =5X10
2e'
5'11"12 2'5' 58'14 3'10'10 1 2'8' 3'11'8 4T2
5'11'12 8'4'12 r 14'8'14 + 18'5'8 21'1'8 } 25'0'14 F 29'8"
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 L/defl L/# Gravity Non -Gravity
TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.336 T 999 360 Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.566 T 622 240 A 1425 /- /- /609 /636 /234
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.085 C - - O 1430 /- /- /681 /677 /-
EXP: C Kzt: NA
Des Ld: 37.00 HORZ(TL): 0.147 C - - Wind reactions based on MWFRS
Mean Height: 15.00 ft BuildingA Br Width = 3.6 Min Re
NCBCLL: 10.00 TCDL: 4.0 psf Code: Creep Factor. 2.0 9 q = 1.5
Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. MaxTC CSI: 0.628 O Brg Width =.7.6 Min Req = 1.7
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.757 Bearings A & O are a rigid surface.
Re Fac: Yes Max Web CSI: 0.262 Members not listed have forces less than 375#
Spacing: 24.0 " C&C Dist a: 3.00 ft P
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from 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 IVIEW Ver. 20.02.00A.1020.21 A - B 1266 -2911 F - G 1036 -2181
Lumber B - C 1152 -2704 G - K 1310 -2698
LATERALLY BRACE TOP CHORD BELOW FILLER C - D 1074 -2307 K - M 1280 -2677
Top chord: 2x4 SP #2; T2,T3 2x6 SP 2400f-2.OE; AT 24" O.C, OR RIGID SHEATING, INCLUDING D - E 1167 -386 M - N 1212 -2683
Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1:9E; A LATERAL BRACE AT CHORD ENDS. E - F 1274 -424 N - O 1344 -2964
B2 2x6 SP 2400f-2.0E; -
Webs: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs),
Plating Notes Chords Tens.Comp. Chords Tens. Comp.
('•)1 plate(s) require special positioning. Refer to A - W 2625 -1054 T - S 2239 -762
scaled plate plot details for special positioning W - V 2633 -1056 S - R 2437 -929
requirements. V - U 2633 -1055 R - Q 2686 -1151
Loading U - T 2343 -785 Q - O 2688 -1149
Attic room loading from 9-3-8 to 17-4-8: Live Load: 30
PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 Maximum Web Forces Per Ply (Ibs)
PSF 0000MI114 Webs Tens.Comp. Webs Tens. Comp.
S FLU ,
Truss designed for sleeping room only. No waterbeds B - U 351 -448 T - I 806 -342
permitted. Provowner.
T information visibly
contractor, architect, b U - C 845 -225 S -1 377 -483
and bldg owner. Trusses to be visibly stamped to • •• ••••j�•}•c4�^•.• �/��yy� D - F 1582 -3666 J - K 1161 -495
indicate 30.00 psf MAX LL. o ®••' ��E° •L7� •ee•H" H - T 462 -24
Puriins •••
In lieu of structural panels use purl!ns to brace all flat •®� ��
TC @ 24" oc. o n
Collar -tie braced With continuous lateral bracing at 24" • _
cc. or rigid ceiling. • f�
Wind • P9TE OF •e G>r+
Wind loads based on MWFRS with additional C&C A •
member design. .3 01RO •°e •
Wind loading based on both gable and hip roof types. laftee0*64 go1���
COA CAM`. \�
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, b Plan SBCA) for safPety practices hor to performing these functions. Installe shall provide tempos
bracingXer BCSI. Unless noted otherwise, top chord shall have properly attached structural s(leathing and bottom 0 ord shall have a properly
attache ri id ceiling Locations shown for ermanent laterel restraint of webs shall have bracm Installed per BCSI sections B3, B7 or B10,
as applicable. App y plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
AI lne, a division of ITW Building Components Group Inc. shall not be res onsible for any deviation from this drawing, any failure to build the ,,,��
tn�ss in conformance with ANSIli PI 1, or for handling, shipping,, installaflon and bracin44 of trusses. A seal on this dfaw!n or cover page 6750 Forum Drive
listing this drawin , indicates acceptance of professional eneenng responsibili(� solely -for the design shown. The suitability and use of this
drawing for any stgructure is the responsibility of the Buildingl7gInesigner per ANSI/TPI 1 Sec.2. Suite 305
For more information see these web sites: Alpine: al ine!tw.com' TPI: t inst.or ' SBCA: sbcindust .com' ICC: iccsafe.o ' AWC: awc.org Orlando FL, 32821
SEQN: 167408 / SPEC Ply: 1 Job Number: G8265 Cust: R761 JWAX4Z7610010 T60
FROM: Qty; 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.35041
Truss Label: T9 ' �JB / DF 04/29/2021
{_1414
1 Yi4
8'092 9'1'12 1_ 13' ° 18'S'8 21'1'8 24'11"2 _�_ 21'8'
3'3'10 10 0 3'10'10 4'8'14
=SS0508
�H0310
mH0310 E
D F 1113X1�04X5
12 103�(6 T2 5 D T3
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T o7X6
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Ell
1 A
V1tt T
M N
=4X Bt B1 u T S B2 _ R Q P O
011.5X4 ='H051 3)0 =5X i -3X4 101.5X4 �4 (A2I
L W8.
5'11'12 2'4°8 F S6'14 3'10'10 + 2'8' 3'11'6 + 4'P2 +1
S71'12 8'4°4 14'6'14 18's°8 21'i'8 250°14 28'8°
J2
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 L/defl 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 1638 /234
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.090 C - - M 1430 /- /- 1678 1676 /-
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 It Building Code: Creep Factor: 2.0 A Brg Width = 3.6 Min Req = 1.5
TCDL: 4.0 psf M B Width = 7.6 Min Re 1.7
Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.698 q =
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.753 Bearings A t li are a rigid surface.
Re Fac: Yes Max Web CSI: 0.530 Members not listed have forces less than s)
Spacing: 24.0 " C&C Dist a: 3.00 ft p 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 1265 -2904 G - H 1346 -3195
Lumber B - C 1170 -2735 H -1 1215 -2746
LATERALLY BRACE TOP CHORD BELOW FILLER C -.D 1082 -2316 I - J 209 -618
Top chord: 2x4 SP #2; T2,T3 2x6 SP 2400f-2.0E; AT 24" O.C, OR RIGID SHEATING, INCLUDING D - E 1444 -516 I - 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.OE; 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 tt�ttN Maximum Web Forces Per Ply (Ibs)
Truss designed for sleeping room only. No waterbeds � _ �'i Webs Tens.Comp. Webs Tens. Comp.
permitted. Provide information to contractor, architect, �CJQ� B - S 350 -470 R - H 1009 -1954
and bidg owner. Trusses to be visibly stamped to .• `"° `®en ' �ij✓�/14�"�p S - C 350 -470 Q - H 009 - 954
Indicate 30.00 psf MAX LL. ®° oo 833
E��.°�° o``/V
. � o D - F 1731 -3976 Q - J 592 -176
Purlins ° •� G-R 2349 -753 J-K 1021 -385
In lieu of structural panels use puriins to brace all flat e
TC @ 24" oc, o No. 648
48 �
9 •
Collar -tie braced with continuous lateral bracing at 24" _
oc. or rigid ceiling.
Wind 14TE OF °
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types. �"Moo m, oo'SO
COA #l�INWL
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, b TPI and SBCA) r sa E practices frior to performing the a functions. Installers shall provide temporary _
bracing per BCSI. Unless noted gerwise, top chard shall have propeny attached structural s�ieathing and bottom chord sall have a properly
attachetl d id ceiling. Locations shown for ermanent lateral restraint of webs shall have bracm installed per BCSI sections B3, B7 or B10,
as applicable. Apply lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to A LPI N E
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
AI ine, a division of ITW Buildin Components Group Inc. shall not be r s onsible for any deviation from this drawing, any failure to build the m N,co,�,U,,.
tnQss in conformance with ANSI/ PI 1, or for handling, shipping,, installaQlon and bracing of trusses. A seal on this drawing or cover pa a 675o Forum Drive
listing th1s drawin indicates acceptance of professional en meenng responsibility solely -for the design shown. The suitability and use of g is
drawing for any structure is the responsibility of the BuildinggDesignerper ANSIIfPI 1 Sec.2. Suite 305
For more information see these web sites: AI ine: al ineitw.com TPI: t inst.or SBCA: sbc!ndust .com' ICC: !ccsafe.or • AWC: awc.orq Orlando FL, 32821
SEQN:167405/ SPEC
FROM:
Ply: 1
Qty: 1
Job Number: G8265
/GROZA BUILDERS, INC. / ILA TORTUGA-GAM /MARTIRE RESIDENCE
Truss Label: T10 I
CustR761 JRet1X4Z7610010 T54
DrwNo: 119.21.1636.06275
�JB / OF 04/29/2021
14"M
�a
6'11 _�_
9'2'2 ,_ 175'12 _� 13''.6 1T6 0 20'S'14 23'1'14
29'86
6'1'2
3'1' 3'3'10 10 0 711'8 2'11.4 2'8'
616'8
�SW508
=H0310
=H0310E
D F
t 6 12
�
1113�(B
83 01318
m o7X6
T
=4X8
m7Hg T4 '
o I a
v
N
T1
bpi
T5 o
1 A
J
K 181'
=4X581) M1.5RX4
m3X5 62 �4X5H =3X5 III1.5X4
=3 6(A7)
=H0510 =H0510
2T8'6
6'0'2
2'4'4 L 5'6'14 3'9'2 2'S 2'2'12
68'4 _1.1' _ �
6'0'2
+
8'4'6 r 14T4 18'4'6 20'9'6 23'0'2
29'8'6
�8'
' 9'0'6
Loading Criteria (pst) Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl1CS1 Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA PP Deflection in log Udefl U#
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:11
Snow Duration: NA HORZ(LL): 0.093 C - -
J 1431 /- /- /675 /687 A
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 B Width = 3.5 Min Re
r9 q = 1.5
TCDL: 4.0 psf
Soffit 2.00 BCDL: 4.0 psf
FBC 7th Ed. 2020 Res. Max TIC CSI: 0.666
J 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: 0.544
Bearings A & li are a rigid surface.
Members not listed have forces less than
Spacing: 24.0 " C&C Dist a: 3.00 ft
Re Fac: Yes Max Web CSI: 0.360
P
Maximum Top Chord Forces Per Ply (Ibs)
s)
Loc. from endwali: Any
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
GCp!: 0.18
Plate Type(s):
Wind Duration: 1.60
IWAVE, 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 -1 1535 -3301
Top chord: 2x6 SP 2400f-2.0E;
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.
Purlins
!"
Webs Tens.Comp. Webs Tens. Comp.
B - P 363 -498 O - H 750 -1389
In lieu of structural panels use urlins to brace all flat
P
..••.de
972
P - C 807 -246 H - M 043 -398
D - F 1389 --417 M - I 1043 -398
TIC @ 24" oc.
•• ,G N• ���A�i�
• � • V-
°•
G-O 1389 -417
Collar -tie braced with continuous lateral bracing at 24"
o•
oc. or rigid ceiling.
No. 48 �
Wind
Wind loads based on MWFRS with additional C&C
•
° °o
member design.
•
Wind loading based on both gable and hip roof types.••+•
�'�"E OF
•
�p s• Q� i o •®R% ,&V*# ��8!
;®NAA
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] handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI and SBCA) r sa shipping,
practices rior to performing these functions. Installers shall provide tempos
bracing per BCSI. Unless noted oherwlse, top chord shall have properPY attached structural sheathing and bottom chord, shall have a properly
attached ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Joirtf Details, unless noted otherwise. ifefer to ALPINE
drawings 160A-Z for sandard plate positions. Refer to job's General Notes page for additional information.
AIp!ne, a division of ITW Build!n Components Group Inc. shall not be res onsible for any deviation from this drawing, any failure to build the M, cc~
miss in conformance with ANSIi� PI 1, or for handling, shipping,, instailacion and bracingg of trusses. A seal on this drawin or cover pa a 6750 Forum Drive
listing this drawinq indicates acceptance of professional en I ,eenng responsibilit�%y solely or the design shown. The suitability and use of this
drawing for any sfructure is the responsibility of the Building�esigner per ANSIrr 1 1 Sec.2. Suite 305
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.orq; AWC: awc.orq Orlando FL, 32821
SEQN: 167400 / SPEC
FROM:
Ply: 1
City. 1
Job Number: G8265
/GROZA BUILDERS, INC. / /LA TOIRTUGA-GAM /MARTIRE RESIDENCE
Truss Label: T11
Cust: R761 JRef:1X427610010 T63
DrwNo: 119.21.1636.06743
�JB / DF 04/29/2021
1� 1V'14
r—TV2
�1T§°10
11
9'2'2 10'5°12
15'1"14 167' i 20'5'14 1 275'1A 25'1°14
29'66
6'11
3'1" 1'3° 0
37° 1'S" 2'11"4 r T 1' 2'8' F
4'6'8
e5X5
E5X8
1112X6 =3X4
1111.5X4
T2 a3pX6 E
F a3&4
12
1113H 0 3X4
5
T
V
;B6
B3 T4
1
�'+ w
"
=7X6 =_BXEI
J K
t0
n
°A
so
n
81.
N
1 A
1
L
N
a
M
-4X5 81)
N1.5X4 T 4X4
B2 =M Q =3X4 =4X5 m1.5NX4
=4 (A2)
=110510
=H0510
29'8°6
6'0'2 2'4"4 T6°14 15'2
6'0'2 8'4'6 167"4 184" 225' 250'2 29'8'6
8' 27
°6 i 2076�
Loading Criteria (psq 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 Udell L!# Gravity Non -Gravity
TCDL: 7.00 Speed' 170 mph Pf: NA Ce: NA VERT(LL): 0.328 R 999 360 Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.589 R 599 240 A 1426 P !- /605 /647 /206
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.054 N - - L 1431 P A /679 /689 P
Des Ld: 37.00 EXP: C Kzt: NA HORZ(TL): 0.090 N - - Wind reactions based on MWFRS
Mean Height: 15.00 ft BuildingA Br Width = 3.5 Min Re
NCBCLL: 10.00 TCDL: 4.0 psf Code: Creep Factor. 2.0 9 q = 1.5
Soffit: 2.00 FBC 7th Ed. 2020 Res. Max TC CSI: 0.708 L Brg Width = 7.6 Min Req = 1.5
BCDL: 4.0 psf
Load Duration, 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.589 Bearings A & li are a rigid surface.
Re Fac: Yes Max Web CSI: 0.347 Members not listed have forces less than 375#
Spacing: 24.0 " C&C Dist a: 3.00 ft p Maximum Top Chord Forces Per Ply (Ibs)
Loc. from 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 IVIEW Ver. 20.02.00A.1020.21 A- B 1289 -2913 H - I 1314 -3036
Lumber B - C 1263 -2895 I - J 1743 -3799
C - D 1197 -2533 J - K 1790 -3882
Top chord: 2x4 SP #2; T2 2x6 SP #2; F - G 517 -777 K - L 1366 -2961
T4 2x6 SP 2400f-2.0E; G - H 1166 -2463
Bot chord: 2x4 SP 2250f-1.9E;
B2 2x6 SP 2400f-2.OE; B3 2x4 SP #2;
Webs: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Loading A - U 2627 -1074 Q - P 3523 -1457
Attic room loading from 9-3-14 to 17-4-14: Live Load: U - T 2639 -1078 P - O 4026 -1724
30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF T - S 2639 -1078 O - N 2688 -1165
S - R 2668 - 928 N - L 2685 -1167
Truss designed for sleeping room only. No waterbeds R - Q 3523 -1457
permitted. Provide information to contractor, architect,
and bldg owner. Trusses to be visibly stamped to
Indicate 30.00 psf MAX ILL. a��ti3M �I4r r Maximum Web Forces Per Ply (Ibs)
Purlins
�S77 L Webs Tens.Comp. Webs Tens. Comp.
•••"`° s�isl,��y S - C 752 -175 H - R 1280 -381
In lieu of structural panels use pudins to brace all flat ® ° ••G�� •"•°° kl ems'
TC @ 24" oc. °° e S� •° {,may D - V 1022 -2592 R - 1 700 -1282
Collar -tie braced with continuous lateral bracing at 24" ° E - V -201 I - P 463 -
oc. or rigid ceiling. � V - W 73535 -1934 P - J 364 -703
03
• eta. �8 � V - F 302 -690 J - O 450 -947
Wind s W-G 772-2031 O-K 1538 -633
Wind loads based on MWFRS with additional C&C 1�
member design.
Wind loading based on both gable and hip roof types. ° E OF u
COR
COA # A At.
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, b TPI and SBCA) t0 sa ety radices nor to performing these functions. Installers shall provide tempora
bracing per BCSI., Unless noted oltherwise, top chord shall ha�ie �roperP�r attached Structural s{leat hIng and bottom chord shall have a properr y
attachetl rigid ceilmg Locations shown far ermanent lateral res mint o webs shall have bracln installed per BCSI sections 63, B7 or 810,
as applicable. AppTyr plates to each face opf truss and position as shown above and on the Joint Details, unless noted otherwise. F�efer to ALPINE
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional I formation.
AI ine, a division of ITW Buildin Components Group Inc. shall not be res onsible for any deviation from this drawing, an failure to build the �nrtwmuvanr
truss in conformance with ANSI/ PI 1, or for handling, shipping,, !nstallaton, and bracing of trusses. A seal on this drawing or cover paqa 6750 Forum Drive
listing this drawin indicates acceptance of professional en lneenng responslbill solely or the design shown. The su!tabilir!' and use of fhis
drawing for any structure is the responsibdlty of the Building�esigner per ANSI/T�I 1 Sec.2. Suite 305
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.orp; SBCA: sbcindustry.com; ICC: iccsafe.om; AWC: awc.org Orlando FL, 32821
SEQN:167397/
FROM:
SPEC
Ply: 1
Qty: 1
Job Number: G8265
/GROZA BUILDERS, INC. / /LA TOR TUGA-GAM /MARTIRE RESIDENCE
Truss Label: T12
CustR761 JRet1X4Z7610010 T67
DrwNo: 119.21.1636.06212
�JB / DF 04/29/2021
1'10°
274
8'1'14
T8°1p
13'46
1T1'14 19'1'1
24'S'14
2T1'14
29'B'8
81'1,'1
2' 1
2'8'
211 1
m4X7
011
m4X7
��
92X6
D
E
F
12
v7C8
s5G
T
5 i� 23X4
T
T
T
e
e3 w
x
3H
H
�O
o
`-H0510
� 10
V
`*
m
1
T4 J
e -v
A
N
K
1
N
T ._,J
6
B2
M
=4X5(91)
=5 10=5
=3XX5 =4X4
-HO610 _3X10
m3 (A,)
29'8'6
eo'
'0'2 1a'1 1a + 32 + 0'2 era+ 2aa
r' 62 Ta'1 21'8'14 910.14 2T29'8'6
H
j r8.1a
Loading Criteria (psf)
Wind Criteria
TCLL: moo
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
D
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
GCp!: 0.18
Wind Duration:1.60
Lumber
Top chord: 2x4 SP #2; T4 2x4 SP 2250f-1.9E;
Bot 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 pif at 0.00 to
55 pif at
20.38
TC: From 28 pif at 20.38 to
28 pif at
27.16
TC: From 55 pif at 27.16 to
55 pif at
30.70
BC: From 20 pif at 0.00 to
20 pif at
9.32
BC: From 90 pif at 9.32 to
90 pif at
17.41
BC: From 20 pif at 17.41 to
20 pif at
20.38
BC: From 10 pif at 20.38 to
10 pif at
27.13
BC: From 20 pif at 27.13 to
20 pif at
29.70
BC: From 4 pif at 29.70.to
4 pif 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 puriins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
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(6)
Plate Type(s):
Additional Notes
WIND LOAD CASE MODIFIED
118
UCSI Criteria
♦ Maximum Reactions (Ibs)
Deflection in loc Udefl U#
Gravity Non -Gravity
2T(LL): 0.391 Q 903 360
Loc R+ / R- / Rh / Rw / U / RL
tT(CL): 0.655 Q 539 240
A 1567 /- P P /1087 /-
RZ(LL): 0.067 M - -
K 1771 P P P /1124 /-
RZ(TL): 0.112 M - -
Wind reactions based on MWFRS
ep Factor. 2.0
A Brg Width = 3.5 Min Req = 1.5
(TC CSI: 0.841
K Brg Width = 7.6 Min Req = 1.5
(BC CSI: 0.743
Bearings A & K are a rigid surface.
( Web CSI: 0.657
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
W Ver. 20.02.00A.1020.21
A - B 2298 -3221 F - G 1796 -2644
B - C 2291 -3171 G - H 2899 -4313
C - D 889 -1330 H - I 3416 -5243
!
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.
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
1l
.�<ta0�11g p� ���
BIG�^!SF•.6��
[Me
0
STATUE OF o:PC
At
Wind loading based on both gable and hip roof types. COA #(�
04/29/2021
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 -263B
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
I - 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, handlingshipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) r safetypractices nor to performing these functions. Installers shall provide tempos
bracing per BCSt. Unless noted otherwise, top chord shall have propexr attached structural s(leathing and bottom chord shall have a properly
attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have brawn installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Pefer to ALPINE
drawings 160A-Z for sandard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the *,,,,M,�,,,,,,u„
truss in conformance with ANSI/ PI 1, or for handling, shipping,. installation and bracin of trusses. A seal on this drawin or cover paga 6750 Forum Drive
listing this drawingu indicates acceptance of professional en41neenng responsibilittyy solely or the design shown. The suitability and use of fllis
drawing for any structure is the responsibility of the Building" esigner per ANSIrrPI 1 Sec.2. Suite 305
For more information see these web sites: AI ine: al ineitw.com TPI: t inst.or SBCA: sbcindust .com ICC: iccsafe.or ; AWC: awc.or1 Orlando FL, 32821
SEQN: 167330 / SPEC Ply: 1 Job Number: G8265 Cust R 761 JRef.1X4Z7610010 T53
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1636.06243
Truss Label: T13 �JB / DF 04/29/2021
20'3 13�
1'11°11
6'1'2
9'5'12 11'1'5+
1T8"10
_� 18'4'2
F
3'4'10 1'r9
675
9'
=4X4
003X8
C @ 1.5X4
�1oX10
913X10
T2 E
T3
F G
T
12
5 p
�4XH
I
m
0.1X6
m
T
T
A
T
6'1"
i8.1.
1
N
M L
B2
K J
I
=3X4(A1)
1111.5X4
_4X43X4
=7 _5X12
N1.SX8
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 "
6'0'2
6'0"2
Wind Criteria
Wind Std: ASCE 7-16
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 It
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration:1.60
Lumber
Top chord: 2x4 SP #2; T2 2x6 SP #2;
T3 2x8 SP 2400f-2.OE;
Bot chord: 2x4 SP #2; B2 2x6 SP #2;
Webs: 2x4 SP #2;
Hangers / Ties
(J) Hanger Support Required, by others
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.
Puriins
In lieu of structural panels use pudins to brace all flat
TC @ 24" oc.
Collar -tie braced with continuous lateral bracing at 24"
oc. or rigid ceiling.
20'3'13
2'S'3 818' 8'1
8'S°5 1T8'8 18' '5
r 1'10'8
s' s 213ai
ow Criteria (Pg,Pf In PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
NA Ce: NA
VERT(LL): 0.211 C 999 360
Loc R+ / R- / Rh / Rw / U / RL
A 964 A /- /463 /425 /170
NA Cs: NA
VERT(CL): 0.346 C 698 240
)w Duration: NA
HORZ(LL): 0.073 E - -
1 1129 /- /- /366 /444 /-
HORZ(TL): 0.122 E - -
Creep Factor: 2.0
Wind reactions based on MWFRS
A Brg Width = 3.5 Min Req = 1.5
Iding Code:
7th Ed. 2020 Res.
Max TC CSI: 0.413
1 Brg Width = - Min Req = -
Std: 2014
Max BC CSI: 0.893
Bearing A is a rigid surface.
Fac: Yes
Max Web CSI: 0.715
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
to Type(s):
VIEW Ver.20.02.00A.1020.21
A-B 773 -1862 E-F 582 -1383
B - C 640 -1597 F - G 593 -1406
EVE
C - E 384 -895 G - H 277 -689
D - E 201 -602
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
Chords
Tens. Comp.
A- N 1660 -796
L - K
1383 -536
N - M 1662 -796
K - J
699 -250
M - L 1663 -796
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
Webs
Tens. Comp.
L-C 627 -131
G-J
423 -1722
0"PA Mtt711M)%,�
F - K 1079 -1755
J - H
1167 -442
�,■ 1C'
K - G 3168 -1154
H -1
470 -1195
o�
a
No. OV648
Wind •
Wind loads based on MWFRS with additional C&C a ��'� �� i
member design.
Right end vertical not exposed to wind pressure. p �Id►•`
Wind loading based on both gable and hip roof types. ®�'�a ! L 0,R%qQ
LATERALLY BRACE TOP CHORD BELOW FILLER
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 regtuire extreme care In fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen Safety Information, b TPI an SBCA r safety practices nor to performing these functions. Installe shall provide temporary
bracing per BCSI. unless noted otherwise, top ch�rd shall have proper%% attached structural sheathing and bottom c�lord shall have a proprly
attached rigid ceiling Locations shown for fpermanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or B10,
as applicable.- Apply plates to each face, o truss and position as shown above and on the Join Details, unless noted otherwise. Refer to
a
deviation from this drawing, any failure to build the
of trusses. A seal on this drawin or cover pa e
3r the design shown. The suitability and use of i�lis
ALPINE
NE
any
these
ANMCOWv
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 1673311 SPEC
FROM:
Ply: 1
Qty: 1
Job Number: G8265
/GROZA BUILDERS, INC. / AA TORTUGA-GAM /MARTIRE RESIDENCE
Truss Label: T14
Cust R761 JRet1X4Z7610010 T47
DrwNo: 119.21.1636.06447
JB / DF 04/29/2021
277
19' 6
98 '8'13'1°5 1T9'11
19'
3T5 3'4'15
=4X4
12 D
5 p
,mot=5X10ESRS)
011.4 =3 G
C
H
e
T_
P
WA-B
1 91,
1�j-8'1'
J
1
=3X8 1111.5X4
=5X10(SRS)
MUM
2.5 0
12
703 72'11 3'6'11 4W6,
�r 2'S'11 13'3'1 17'1T
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 U# Gravity
Nan -Gravity
TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.052 M 999 360 Loc R+ / R- / Rh
/ Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.097 M 999 240 p 723 /- /-
/380 /424 /121
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.013 J - - J 743 A P
/343 1444 A
EXP: C Kzt: NA
Des Ld: 37.00 HORZ(TL): 0.023 J - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height: 15.00 ft Building Code: Creep Factor: 2.0 P Brg Width = 3.5
TCDL: 4.0 psf
Min Req = 1.5
J Br Width = 3.5
Soffit: 2.00 BCDL: 4.0 sf FBC 7th Ed. 2020 Res. Max TC CSI: 0.245 g
p
Min Re 1.5
q =
Bearings P & J are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 01.513 Members not listed have farces less than 375#
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.414 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 679 -1401
D-E 599 -1002
Lumber B-C 853-1663
E-F 241 -399
C - D 597 -1607
F - G 228 -385
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs)
Lt Bearing Leg: 2x6 SP #2; Chords Tens.Comp.
Chords Tens. Comp.
Plating Notes N - M 1182 -752
L - K 1193 -705
(++) - This plate works for both joints covered. M - L 1189 -707
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. A - N 1425 -762
D - M 554 -278
Wind P-A 449 -820
E-K 526 -899
Wind loads based on MW FRS with additional C&C �! !!! N - B 485 -791
�Vq�7 N - C 430 -106
K- G 832 -492
G - J 438 -744
♦ C
member design. y\ FL,
End verticals not exposed to wind pressure.«..mq
Right cantilever is exposed to wind ♦+♦ `BEN$'••+6��
Wind loading based both e+
on gable and hip roof types. o•
a♦
No. 648
a
• o
�• ATE OF
WID
04/29/2021
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to rid follow the latest editipn of BCSI (Building
Component Safety Information, b TPI and SBCA) saety practices nor to performing these functions. Installers shall provide temporarryy
bracing per BCSI. Unless noted otherwise, top chQ shall have properr attached structural sheathing and bottom chord, shall have a propefly
attache tl rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracinc� Installed per BCSI sections B3, B7 or B10,
as applicable. Apply lates to ach face ofruss and position as shown above and on the Join Details, unless noted otherwise. Refer to
pate
drawings 160A-Z for sandard positions. Refer to job's General Notes page for additional information.
ALPINE
Alpine, a division of ITW Buildin Components Group Inc. shall not be res onsible for any deviation from this drawing, an failure to build the
truss in gonformance with ANSI/ PI 1, or for handling, shipping,, installac-on. and bracingq of trusses. A seal on this dravSrin or cover pa a
u rv,m�,u,,,
6750 Forum Drive
listing this drawing indicates acceptance of professional engpl�neenng responsibilittyy solely or the design shown. The suitability and use of fhis
drawing for any structure is the responsibility of the Building -Designer per ANSUTPI 1 Sec.2.
Suite 305
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org' SBCA: sbcindustry.com• ICC: I csafe.org; AWC: awc.orq
Orlando FL, 32821
SEQN:167332/ SPEC Ply: 1 Job Number: G8265 Cust:R761 JRef:1X4Z7610010 T44
FROM: Oty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1636.06697
Truss Label: T15 I �JB / DF 04/29/2021
5'
47°7
1"
1511"5
19'
19' "6
5'
4'1"15
5'015
W15
3'10'11
8"
12
=4C
5 �
=4X8
:5X5
=5X5
=4XFG
A
B
D1111.E4
,-TT
T
O
9.1.
N
N
=2X6
M
=4X4
L
=-3X8
K J
1111.5X4
1 a, g1•
�--}-
1111.5X4
=5X5
I H
1111.5X6
2.5
d
12
1978
4"11
3:l
647
671
3'0"9
i +
4°15
9'8°6
+
15417
+
19'
5"
5°
3'8
9.3"8
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefUCSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA
CAT. NA
PP Deflection in loc Udefl U#
TCDL: 7.00
Speed: 170 mph
Pf: NA
Ce: NA
VERT(LL): 0.090 D 999 360
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.167 D 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.029 1 - -
Des Ld: 37.00
Ma: C Kzt: NA
Me
ean Height: 15.00 ft
HORZ(TL): 0.053 1 - -
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: 0.391
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.626
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.396
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCp!: 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 Bearing Leg: 2x6 SP #2;
Puriins
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
tt1{l2ttlNlft7/y
Wind loading based on both gable and hip roof types.
o
No. 648
O
•
4 S �AT 1 OFML
•° c
ew
OR
CON
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
O 723 /- P /345 /431 /86
1 744 P /- /364 /437 P
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
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses regtuire extreme care In fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen Safety Information, b TPI pn SBCA) r sa ety practices pnor to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted o�herwlse, top chord shall have proper)v attached structu al sheathing and bottom chord shall have a properly
attachep rigid ceilin Locations shown for permanent lateral restraint of webs shall have �racin installed per BCSI sections B3, B7 or B10,
as applicable. App y plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
AI ine, a division of ITW BuildingqComponents Group Inc. shall not be res onsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSIrfPI 1, or for handling, shipping,, installa�ion.and bracina of trusses. A seal on this drawin or cover pa a 6750 Forum Drive
listing this drawing indicates acceptance of professional engpneenng responslbilitt��r solely'for the design shown. The suitability and use of i1is
drawing for any sCrilcture is the responsibility of the Building esigner per ANSI(fPl 1 Sec.2. Suite 305
For more information see these web sites: AI ine: al ineitw.com TPI: t inst.or SBCA: sbc!ndust .com• ICC: iccsafe.or • AWC: awc.ora Orlando FL, 32821
SEQN: 1673331 SPEC
Ply: 1
Job Number. G8265
Cust R761 JRet1X4Z7610010 T45
FROM:
Qty: 1
/GROZA BUILDERS, INC. / ILA TORTUGA-GAM /MARTIRE RESIDENCE
DrwNo: 119.21.1636.06775
�JB
Truss Label: T16
/ DF 04/29/2021
!. 12'8'10
'
41'1l10
1'9'11
1'1011
i 4'9'6 811' 10'1Q'15 1T0"4 19'10}_ 22T1,2 28'9'1 31'10i
+
359'9 1 39'2'15, �41'10,
r 4'96 i' 4'1'10 1'11?15 4'3"10 2'9°1 2'9'1 61°5 + 3'0'16� 3'11'9 7 3'S'6 , r8J6
—5p56X10(SRS) -5H6
—5K5
12
5 p 101.SX4 =5X6 =5X12 �5X5
TC11 T ,1.5X4 E F G I J
�3X4
T
T :
L
=5x5 =4X6
I` aNi v a
M N 0
T
5 'v
to
=5X6 = x3 5 1111.5X4 =5X5
==-3X8 . 5V5 1
AA Z
Q P
=3X5(A1) =5X8 011.5X4
`�R
1111.5X6
=-6X6 a 2.5
12
178'10 288'8
A]
2'1'11y� 2'033 5'8°7 347 4'3'1 5'0'9 "8
011 1 1T".1S°12 28'S'9 31'10" 36'1'1 41'1"10 '5'2
{�1'9' 1 2'9"12
'
12'10'6 22'9'H
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 Udell U#
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 A294 /- /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 P /- /1162 /1382 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.120 Q - -
Q 858 /- A /473 /494 /-
BuildingWind
Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
reactions based on MWFRS
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.708
B Brg Width = 7.6 Min Req = 1.5
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.614
Y Brg Width = 3.5 Min Req = 2.8
Q Brg Width = 3.5 Min Req = 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 -26B3
Purlins
F-G 2386 -1342 M-N 995 -1771
G - H 688 -352
In lieu of structural panels use puriins 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
dlpPkoll�
Wind loading based on both gable and hip roof types. <
W - V 1344 -657
Additional Notes
.....�„bq�6�
•••••�� y
Maximum Web Forces Per Ply (Ibs)
Webs
Negative reaction(s) of -294# MAX. from a non -wind ••• �GEN�
load case requires uplift connection. See Maximum •• •.
Tens.Comp. Webs Tens. Comp.
C -AA 375 -399 I U 1124
Reactions. e
- -660
i
D -AA 576 -907 J - T 688 -1149
Shim all supports to solid bearing. w� •
No. �8 �
AA-E 1536 -828 K-T 1025 -560
• •
E - Y 629 -1046 T - L 629 -966
a
Y- G 923 -1622 L- S 529 -225
•
G-X 1081 -529 M-R 747 -1214
�iTE OF
X-H 774-1312 R-N 1W4 -1069
�••i
8 os
Aqt-�e� �
H - W 823 -469 N - Q 477 -810
W -1 8" -1422
IUAL
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 ext eme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition
Component information, r
of BCSI (Building
Safety bv TP( and SBCA) safety practices nor to performing these functions. Installe shall provide tempos
bracing per BCSI. Unless noted otherwise, top chord shall have pproperY attached structural sheathing and bottom cord shall have a properryly
attached ri9!d ceiling Locations shown for permanent lateral resVaint of webs shall have bracin installed per BCSI sections-63, B7 or B10,
as applicable. Apply plates to each face of truss and as shown above and on the Join Details, Refer to
position unless noted otherwise.
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
ALPINE
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the mm co,,,,,,,,,,
truss in with ANSI 1, or for handling, installation bracing trusses. A this drawin
conformance shipping, and of seal on
listing this drawing indicates acceptance of professional engneenng responsibili_%tysolel or the design shown. The suitability
drawing for is the the Building -Designer ANSI/TPI 1 yc.2.
or cover page, 6750 Forum Drive
and use of s
Suite 305
any structure responsibility of per S ,
For more information see these web sites: Alpine: al ine!tw.com' TPI: t inst.or • SBCA: sbcindust .com' ICC: !ccsafe.or ' AWC: awc.org Orlando FL, 32821
SEQN: 167334 / SPEC
Ply: 1
Job Number. G8265
Cust R761 JRet1X4Z7610010 T41
FROM:
Qty: 1
/GROZA BUILDERS, INC. / /tA TORTUGA-GAM /MARTIRE RESIDENCE
DrwNo: 119.21.1636.06274
�JB
Truss Label: T17
/ OF 04/29/2021
339i9
1'11 9
4"7 27+ 2+ 3071
2S5
2703
31-1041'10"
I '0T 1' 9 53"5
3211013553
1
1#15 8'074'9"
=5X5
12 =5DX8 =3E8 =5F6 =3G4 05H5 1 \3J4
5
T T 1.�X4
T
ro to
0
� o
B P O N M L K
rILL AN=5X6 =4X4 =3X4 3X8 =5X5 134 I�gy
1
3X5(A1) =3X4 =6X8
-3X5(F1)
0 2.5
=3X6(C6)
12
12'8"10 28'8"8
4"14
1' B'11"1 3'11"5 TO'9 5532 5'3"5
1-4"7 i TO"9 °8
B'11"1 12'10"6 19'10"15 25'2"4 3079
31' 0" r 4111"10 5"2
�2'3"1
' 3A
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 Udell U#
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 A
Des Ld- 37.00
EXP: C Kzt: NA
HORZ(TL): 0.103 L -
K 828 /- /- /532 l480 /-
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: 0.981
B Brg Width = 7.6 Min Req = 1.5
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.
K Brg Width = 3.5 Min Req 1.5
Spacing: 24.0 "
C&C Dist a: 4.18 It
Rep Fac: Yes
Max Web CSI: 0.624
Bearings B, Q, & K area rigid surface.
Loc. from endwali: 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 -1 999 -1634
Bot chord: 2x4 SP #2; B4 2x4 SP 2250f-1.9E;
D - E 2144 -1119 I - J 1020 -1669
Webs: 2x4 SP #2;
Rt Slider: 2x4 SP #2; block length = 3.043'
F - G 778 -1297 J - K 1299 -2391
Bracing
Maximum Bot Chord Forces Per Ply (Ibs)
(a)1x4 "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",m!n.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
07 -1-1017
R - Q 807 -125 M - L 2066
95
member.
Q - P 18-22L - K 2167
O - N 1358 -614
Purlins
In lieu of structural panels use purlins to brace all flat 1lttpllttt!
TC @ 24" oc. r
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
S F
Wind ff
C-R 396 -416 O-G 384 -499
•o•..m
••�/� s
D - Q 743 -1356 G - N 499 -262
Wind loads based on MWFRS with additional C&C °• ;�+ ��
member design. ®•• ••
E - Q 705 -1018 H - M 473 -767
E - P 2086 -1125 I - M 1301 -880
Right cantilever is exposed to wind •o
P - F 689 -963 M - J 572
Wind loading based on both gable and hip roof types. a No. 848 %
-801
F - O 1430 -815 J - L 500 -107
Additional Notes ° o
Negative reaction(s) of -388# MAX. from a non -wind •
load case requires uplift connection. See Maximum � �� a
Reactions. •• °♦°
Shim all supports to solid bearing. pp �`t �j �•��:(�
COA #
04/29/2021
-WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire extreme rare in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition
Componen[
of BCSI (Building
Safety Information, by TPI and SBCA) safety practices hor to performing these functions. Installers shall provide tempora
bracing per BCSt. Unless noted otherwise, top chord shall have �roperPv 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
as applicable. AppTy fates to each face of truss and position as shown above and on the Join Details, unless noted otherwise.
B3, B7 or B10,
Refer 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 BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ,,,,R,.,m,,,,,,,,,.
truss in with ANSI/TPI 1, for handling, !nstalla ion bracincl trusses. A drawing
conformance or shipping,, and of seal on this or cover paqa 6750 Forum Drive
listing this drawing indicates acceptance of professional engineenng responsibilit�yy sole) Tor the design shown. The suitabili and use of Phis
drawing for any structure is the responsibility of the Building�esigner 1 S Suite 305
perANSI/TPI C.2.
For more information see these web sites: Alpine: al ine!tw.com• TPI: t inst.or • SBCA: sbcindus .com; ICC: !ccsafe.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
DrwNo: 119.21.1636.06774
�JB
Truss Label: T18
/ DF 04/29/2021
51"3 "646"7 1 '383 30110"5
373
0 "
i
I I r
14114 5 1 4264 462 472
56 +
52'3
=5X8 =3X5 =3X5 =5X6 =3X4 =5X8
12 D E F G H I
T5�
T
3C4
=1. �X4
I
o
`o
v
N=5X5
ih
1 r'r L B=5X10(SRS) =3X4
1 M A 1111.5X4
K
L
�3X5
6X8
3X5(A1) 1111.5X4 =3X4=2.5
0
=3X5(F1)
12
12'8"10 29'1"6
5'1"10 1'11"5 44°8 4'8"1 47°12 4'2"8
1'3°14 910"9
8°6
5'9"7 10'11"1 12'1 "6 17'2"15 21'10°15 26'6"11 30'1
32' °1 41'1"10
4 '10"
�1
Loading Criteria (pso
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 IocUdell 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 A445 A
/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 11515 A
Des Ld: 37.00
EXP: C Kzt: NA
(T ): 0. 124 M - -
HORZ L
K 853 A /-
/603 /501 A
Building Code:
g
NCBCLL: 10.00
Mean Height: 15.00 ft
Cree Factor. 2.0
p
Wind reactions based on
MWFRS
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.718
B Brg Width = 7.6
Min Req = 1.5
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.897
R Brg Width = 3.5
K Brg Width = 7.6
Min Req = 3.1
Min Req = 1.5
Spacing: 24.0 "
C&C Dist a: 4.18 ft
Rep Fac: Yes
Max Web CSI: OA57
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 - I 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
Puriins
In lieu of structural panels use pudins to brace all flat
Maximum Bot Chord Forces Per Ply (Ibs)
TC @ 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 1114FIDM1,
,040-0,t
Negative reaction(s) of -445# MAX. from a non-wind��� ` 41,
load See Maximum
Maximum Web Forces Per
Webs Tens.Comp.
Ply (Ibs)
Webs Tens. Comp.
case requires uplift connection. •..memo*,„
Reactions. •• • G�A�C•m ��e�
Shim all supports to solid bearing. ®•• VV�+� ". V
C-S 474 -641
D - R 639 -1144
F-P 1311 -686
P - H 599 -1034
+•
E - R 661 -1056
0-1 271 -429
•
E - Q 1293 -697
I - M 728 -206
�® �AA
e Fl6 4o. 8 i
e
,
Q- F 613 -957
M- J 590 -5D0
•
w p (sy_� s•
COA #6®��p.
04/29/2021
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses revire extreme care in fabricating, handlingshipping; installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b r
TPI and SBCA) safety practices nor to performing these functions. Installers shall provide temporary
bracingyer BCSI. Unless noted otherwise, top chord shall have rope attached structurraal sheathing and bottom chord shall have a propeflly
attache rip1d ceilin Locations shown for errnanent latefal restraint of webs shall have bracin installed per BCSI sections 63, B7 or 810,
as applicable. App7 lates to each face, opf truss and position as shown above and on the Joinf Details, unless noted otherwise. Rder to
drawings 160A-Z fo�s�andard plate positions. Refer to job's General Notes page for additional information.
ALPINE
Alping, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss ANSIfI PI 1, for handling, installation
A,,,,,,CO.,N,,,�
m conformance with or shipping, and bracingg of trusses. A seal on this drawin or cover paga
listing this drawing,indicates acceptance of professional en �neenng responsibilitty� solely or the design shown. The suitability and use of lhis
drawing for is the the BuildingI 1 Sec.2.
6750 Forum Drive
Suite 305
any sftcture responsibility of esigner perANSI/TPI
For more information see these web sites: Alpine: ai ineitw.com• TPI: t inst.or • SBCA: sbcindust .come 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. / ILA TORTUGA-GAM /MARTIRE RESIDENCE
DrwNo: 119.21.1636.06698
Truss Label: T19
JB / DF 04/29/2021
i 6'10"13 12'11"1 J 18'6"12 24'0"11 28'10"15
356"1 _
41'10"
r 6'10°13 + 6'0°4 5'7"11 + 5'S"15 4'10"4
67°2
6'3"15
=5X8 =3X5 1111.5X4 =5X8
D E F G
12
5 p
T
C4
3H4
I
ao
N M L
5
B=5X(SRS)
m
I
1111.5X4
1
K
111
1"
1�
3X5(A1) 1111.5QX4 -5X8 0 2.5
=3X5(F1)
12
lZ8"10 29'1"6
69"1 6'1"5 5'4"14 57"11 4'10"4 1'3°14
56"12
55°13 8°6
69"1 12'10"6 18'3'4 23'10"15 26'9"3 30' '1
357"13
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 Udell U#
Gravity
Non -Gravity
TCDL: 7.00
Speed: 170 mph
PP. 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
HORZ(TL): 0.132 K - -
I 849 /- /-
/613 /509 /-
BuildingCode:
Noffit: 1
Mean Height: 15.00 ft
Creep Factor. 2.0
p
Wind reactions based
on MWFRS
.00
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 sf
p
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.952
B B Width = 7.6
�
Min Re 1.5
q =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.904
P Big Width = 3.5
1 Brg Width = 7.6
Min Req = 3.1
Min Req = 1.5
Spacing: 24.0 "
C&C Dist a: 4.18 ft
Rep Fee: 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 -1 1448 -2533
Webs: 2x4 SP #2;
E - F 440 -631
Purlins
In lieu of structural panels use pudins 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 - I 2329 -1250
Wind loading based on both gable and hip roof types.
, fMYgDWp r
Additional Notes 00-0
�+ ;
Maximum Web Forces
Webs Tens.Comp.
Per Ply (Ibs)
Webs Tens. Comp.
y�(+�
Negative reaction(s) of -456# MAX. from a non -wind C'
load case requires uplift connection. See Maximum •,w•••reeo�/ `sb
�+�
C - P 557 -750
E - N 1277 -641
Reactions. o•+ �CENS'••.o�ji^
®�•
P-D 1063 -1839
N-G 420 -746
Shim all supports to solid bearing. o�� ggqyyy
�./� �•
D - O 1408 -775
O - E 666 -1Q05
G - L 674 -314
L - H 654 - 792
No. 848
e
E OF
®
• _40R��Q`���Bdr
COA # 1 ®1A�-
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, handlingshipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
Componenf Safety Information,
b TPI an SBCA) r safety practices nor to performing the a functions. Installers shall provide tempos
bracing per BCSI. Unless noted oherwise, top chord shall have properyy attached structural s�ieathing and bottom chord shall have a properly
attached d id ceilin Locations shown far ermanent lateral restraint of webs shall have bracins1 installed per BCSI sections B3, 87 or B10,
as applicable. Apply plates to each face off truss and position as shown above and on the Join Details, unless noted otherwise. Refer to
drawings 160A-Z for sandard plate positions. Refer to job's General Notes page for additional information.
ALPINE
Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in ANSI/l PI 1, for handling, installation bracincgl
�,,,,,,ro,��,,,,
conformance with or shipping,, ald of trusses. A seal on this drawing or cover page
listing this drawingu indicates acceptance of professional anc�sneering responsibility solely or the design shown. The suitability and use of this
drawing for is the the Building-Uesigner ANSI/TPI 1 Sec.2.
6750 Forum Drive
Suite 305
any structure responsibility of per
For more information see these web sites: AI !ne: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.ora
Orlando FL, 32821
SEQN: 167338 / HIPS
Ply: 1
Job Number. G8265
Cust R761
JReF1X4Z7610010 T42
FROM:
Qty: 1
/GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
DrwNo: 119.21.1636.06494
�JB
Truss Label: T20
/ DF 04/29/2021
6'10'13 12'10"6 14'1 '.1 20'6'12 26'10"15 34'6"l 41'10"
i
.12T�1,1°5
6'10"13 5'11'9 2'0"11 5T11 + 6'4"3 1'0"6 6'6"12 T315
=5X6
Ill1.5X4
=5X6 =3X4 IllI.SX4
D5 E F G H
12
5 �
T
�3C4
1,3X4
fc
J
m
o
O
=5X12
mT
Nl g p =-5X10(SRS)
M
K
J_el-
1 si A Q _3X5
Ill1.5X4
L
3X5(A1) III1: X4 =6X8 a 2.5
=3X5(F1)
12
12'8"10 29'1"6
6'1"5 2'0°171 54"3 57"11 22° 6'6"12 6'S"13
8i6
F 6'9°1 i 1-2 00 { 1411°1 203"4 + 25'10"15 + 28'1�1 34'7"13 + 41'1°10
'10-
A
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sid: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
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 A
1226 /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 A /-
/1265 /1446 A
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 ItWind
Creep Factor. 2.0
reactions based on
MWFRS
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.856
B Br Width = 7.6
9
Min R 1.5
e9 =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.743
R Brg Width = 3.6
K Brg Width = 7.
Min Req = 3.
Min Req = 1.5
Spacing: 24.0 "
C&C Dist a: 4.18 It
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#
GCp!: 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 -1 971 -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 puriins 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 MW FRS 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 �te�
Maximum Web Forces Per
Ply (Ibs)
Negative reaction(s) of-425# MAX. from a non -wind
Webs Tens.Comp. Webs Tens. Comp.
load case requires uplift connection. See Maximum ,+•••`•`ea ���yl�?�
+•••`
C - R 513 -714
F - O 1051 -502
Reactions. O +++ AGE Q �A
••
D - R 1041 -1846
D Q 1520
O - H 134 -433
H N 1052
Shim all supports to solid bearing. ••
°i
- -728
E - Q 760 -1463
- -687
1- N 388 - 363
• No. 648 •;
a n
E-P 1275 -669
P - F 602 -924
N-J 751 -1016
0
• o
ATE OF
COA #
04/29/2021
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
shipping,
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI SBCA) �
and f- sa nor to performing the a functions. Installers shall provide tempo ra
bracingyer BCSI Unless noted d herwise, top chor�shall have &ropex attached structural s leathing and bottom chord shall have a properr y
attache d id ceifin Locations shown for ermanent lateral res int o webs shall have bracin installed per BCSI s ctions
as applicable. Apply lates to each face opf truss and as shown above the Join Details,
B3, B7 or B10,
Refer
position and on unless note otherwise.
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
to
ALPINE
AI ine, a division of ITW Buildin Components Group Inc. shall not be responsible for any d viation from this drawing, any failure to build the
tr�ss in gonformance with ANSI 1, or for handling, shipping,, installation, and bracincgl of trusses. A this drawin
�,, �•, s
seal on or cover pa a
listing this drawin indicates acceptance of professional an meering responslbili%s let for the design shown. The suitability and use of ihis
drawing for any sigrilcture is the responsibility of the Building �esigner per ANSI/T I Sec.2.
6750 Forum Drive
Suite 306
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
JRet1X4Z7610010 T39
FROM:
Qty: 1
/GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
DrwNo: 119.21.1636.06883
Truss Label: T21
JB / DF 04/29/2021
6'10°8 12'10'6 16'11°7+ 24'10°15 299°9 1
356
+
6'10'8 5'11'14 4'0"11 T11"14 4'10°10
58'14 6'3°9
=5X6
=6X8 1111.5X4
E F G
T �4X6 \3H4
12 D
5 p
�H0510
Z5X5
;o
F
I
F
1 N M
=5X5
za'm B =H0619
A
J
K
:4X5
1111.SX4
�8'1'
�3X5(A1) G11.5QX4 =6X8 a 2.5
=3X5(F1)
12
178'10 29'1"6
4'0"11 6'11'14 62'2
56"12 VT
8'6
6'9"1 12'10.6 16'11"1 23'1015 30'1°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 Udell U#
Gravity
Nan -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: II
Snow Duration: NA
HORZ(LL): 0.076 L - -
P 2572 /- /-
/1263 /1449 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ L 0.144 L - -
)
J 862 /- /-
/634 /517 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00It
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: 0.839
B B Width = 7.6
�
Min Re 1.5
q =
Load Duration, 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.883
P Brg Width = 3.5
J Brg Width = 7.6
Min Req = 3.0
Min Req = 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
VIE,W 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 - I 998 -1800
Webs: 2x4 SP #2;
E - F 422 -495
I - J 1454 -2561
Purlins
In lieu of structural panels use pudins 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 -1263
member design.
O - N 562 -616
Wind loading based on both gable and hip roof types.
ttr<7iy4,
Additional Notes v �� t
Maximum Web Forces
Webs Tens.Comp.
Per Ply (Ibs)
Webs Tens. Comp.
Negative reaction(s) of -422# MAX. from a non -wind �'q�
load case requires uplift connection. See Maximum "�••.Saba• o �A
•►•�` 6 ���
C - P 511 -712
N - F 368 -396
Reactions. ® op ,C E-
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 -1252
M -1 565 - 694
•
• No. 648 :
E-N 1252 -631
e °
% Ai'E ®F
��
p•Da.o.e..••
04/29/2021
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition
r
of BCSI (Building
Component Safety Information, by_TPI and SBCA) safety practices pnor to performing these functions. Installers shall provide temporant
bracing per BCSI. Unless noted IT, top chord shall have propef, attached structural sheathing and bottom chord shall have a properly
attachetl d id ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10,
as applicable. Apply, plates to each face of truss and as shown above and on the Join Details, unless noted otherwise. A fer to
position
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
ALPINE
Alpine, a division of ITW Buildin Components Group Inc. shall not be rgsponsible for any deviation from this drawing, any failure to build the
truss in ANSI/ PI 1, or for h ndling, shipping,, insta la ion• and bracin of trus es. A seal on this dra in or cover
ANMCOWAW
conformance with papa
listing this drawing, indicates acce tance of professional en meering responsibility solef or the design shown. The suitability and use of f11Is
�esignerper
6750 Forum Drive
Suite 305
drawing for any sCfucture is the resPponsibility of the Building ANSI/T 11 S c.2.
For more Information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• [CC: iccsafe.or • AWC: awc.org
Orlando FL, 32821
SEQN: 167340 / HIPS
Ply: 1
Job Number. G8265 I
Cust R761 JRet1X4Z7610010 T35
FROM:
Qty: 1
/GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
DrwNo: 119.21.1636.06495
�JB
Truss Label: T22
/ DF 04/29/2021
6'10'7 1210°6 _ 18'11°1 2710'1 2T6" 31'11"5
36'8'3 41'10'
6'10"7 + 5'1115 i'0°11 3'11'14 4'7°1
4'8°" T 5'1'13 i
:5X8 =5X8
E F
�4G
p G
5 1111.51iX4
�X!5
m
`;SXS m
I
N M
B
it
L
J
-4X =5X6 X4 =5X14
33 A K
3X5(A1) 61 Q =_6X8
IIII.SX4 0 2.5
=3X5(F1)
12
175'13 294"3
6'9"1 6'1'5 68 '11 2'11'1 9'2'2_
9'0'9 IN
6'9'1 12'10'8 18'11'1 21'10" 5 32'1"1
41'1°10 4 '10'
F.1'
22'f 0"15
A'
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 U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 170 mph
Pt NA Ce: NA
VERT(LL): 0.255 H 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 293 A276 /- /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 /- P /1320 /1251 P
Des Ld: 37.00
EXP: C Kzt: NA
HORZ TL
( ): 0. 181 L -
J 955 /- /- /684 /568 /-
BuildingCode:
NCBCLL: 10.00
Mean Height: 15.00 It
Creep Factor. 2.0
p
Wind reactions based on MWFRS
Soffit: 2.00
TCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.748
B Brg Width = 7.6 Min Req = 1.5
Load Duration: 1.25
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.941
R Brg Width = 7.6 Min Req = 1.
J Brg Width = 7.6 Min Req = 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 -2557
Top chord: 2x4 SP #2;
C - D 1265 -566 H -1 1384 -2549
Bot chord: 2x4 SP #2; Bi 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.
.nadriltLttNlf?
Additional Notes t�9Y
Q - C 480 -319 N - F 359 -783
S FL
Negative reaction(s) of -276# MAX. from a non -wind 6.� '4y�
C - P 375 -718 F - M 802 -337
•'""°
load case requires uplift connection. See Maximum •• °q•• �
��
D - P 1009 -1678 M - G 615 -836
Reactions. Q •�' ,,GE1 94,,
D - O 1496 -695 G - L 1524 -838
Shim all supports to solid bearing.
E - O 495 -899 L - I 4W -347
E - N 731 -353
a No. 648
v a
Oe E ®F p°
080600
COA #
04/29/2021
-WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
shipping,
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Information,
Component Safety. b TPI an SBCA) fo'r sa practices nor to performing these functions. Installers shall provide
bracing per BCSI. Unless noted otherwise, top chord shall have ropersy attached structural sheathing and bottom chord shall
tempora
have a properly
attached ripid ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
ALPINE
A( ine, a division of ITW Buildin Components Group Inc. shall not be res onsible for any deviation from this drawing, any failure to build the M u CWAW
in for
tress conformance with ANSI/ PI 1, or handling, shipping,, installation and brac"m4q of trusses. A seal on this drawin or cover page 675o Forum Drive
listing this drawin , indicates acceptance of professional en meenng responsibilit% solel far the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building -Designer per ANSI/TPI 1 S�c.2. Suite 305
For more Information see these web sites: _Alpine: al ineitw.com• TPI:1 inst.or • SBCA: sbcindust .cam• ICC: iccsafe.or • AWC:awc.org Orlando FL, 32821
SEQN: 167341 HIPS
Ply: 1
Job Number. G8265
Cust: R761 JRei:1X4Z7610010 T38
FROM:
Qty: 1
/GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
DrwNo:
�JB
119.21.1639.14550
Truss Label: T23
/
DF 04/29/2021
11101"
612'10"6 2040"15 3111°11r
'0511110161
f I 30r
I 427'6°1
04104 45"1T6'10-77
40
=5X8 1111.5X4 =5X8
E F G
:—�:4X5 z4X5
D
12 H
s p
�5X5
SX5
"v
I
o
o,
T B N M
L
J
��g'1•
1 j A 0=5X10(SRS) =3X4
=5X14
K
3X5(A1) 1111.5X4 R6X8 =0
=3X5(F1)
a 2.5
12
-12'5°13 29'4"3
91
6'9"1 210"6 I 16'11'1+ 19'1"! 5 24'10°15� 341N
+ 4P1910
.�,
'4110"
�1
Loading Criteria (psf)
Wind Criteria
Snow Criteria ft,Pf In PSF)
Def /CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA'
PP Deflection in loc Udefl U#
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: II
Snow Duration: NA
HORZ(LL): 0.093 L - -
R 2197 /- /-
/1329 /1141 /-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.173 L - -
J 983 A A
1701 /602 A
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: 0.709
B Brg Width = 7.6
Min Req = 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
Min Req = 1.5
Min Req = 1.5
Spacing: 24.0 "
C&C Dist a: 4.18 ft
Rep Fac: Yes
Max Web CSI: 0.849
Bearings B, & J are a
rigid surface.
Loc. from endwall: Any
FT/RT:20(0)/5(0)
t l
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 464 - 365
I - J 1734 , 3bb5
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 - 0 633 - 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. tMiR1t91tlfpb
Webs Tens.Comp.
Webs Tens. Comp.
�+ rr
Additional Notes a7 ir��
Q - C 482 -314
N - G 386 -759
Negative reaction(s) of -201# MAX. from a non -wind ��I.'Snn•►,wI�r�+ '�/� y�
381 -7468
•
load case requires uplift connection. See Maximum O .• 1�JE. �1�� •0
D - P D 953-13
O 1620
M - H 692 -779
H L 15
Reactions. •• e
-
- -959
Shim all supports to solid bearing. •�
E - O 487 -996
I - L 377 -293
No. 648 :
E - N 897 6s -4
e
ATE OF o•° C
ORVQ
See owe"
COA #A%.
04/29/2021
**WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses regtuire extreme care in fabricating handling, shipping, Installing and brae ng. , Refer to and follow the latest edition
Componen Safety Information, b TPI
of BCSI (Building
anc7 SBCA) for safety practices nor to a ormmg these functions. Installers shall rovlde tempos
bracing per BCSI.. Unless noted oltherwise, top chord shall have properP,a attacf�(ad structural s( eathing and bottom chord. Mall have a prop! aly
attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracinc1 installed per BCSI sections
ass. Iica e. Ap 1 lates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise.
B3, B7 or B10,
Referto
drawings 160A-Z fa S ndard plate positions. Refer to job's General Notes page for additional information.
ALPINE
Alpine, a division of ITW Bu'!IdingComponents Group Inc. shall not be responsibIs for any deviation from this drawing, any failure to build the
truss in cpnformance with ANSI/i Pl 1, for handling, installation• bracin trusses. drawin
mmo,,,,,,,,,.
or shipping,, and of A seal on this
listing this drawin ,indicates acceptance of professional en meenng responsibilit��rr solel yor the design shown. The suitability
drawing for any stgrucure is the responsibility of the Building�esigner per ANSI/1 PI 1 Sec.2.
or cover pa a
and use of i1is
6750 Forum Drive
Suite 305
For more information see these web sites: AI ine: al ineitw.com TPI: t inst.o SBCA: sbcindus .com; ICC: iccsafe.or • AWC: awc.org
Orlando FL, 32821
SEQN: 167390 HIPS
Ply 1
Job Number. G8265
Cust R761 JRet1X4Z7610010 T37
FROM:
City: 1
/GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE
DrwNo: 119.21.1639.16703
�JB
Truss Label: T24
/ DF 04/29/2021
376
i 12' 13'4"12 i _ 14'11"1 22'415 26'10"15 31'.0'
351P5 41'10"
71 '}" 6'Y72 1'8 5 4'2"8 4'6" 4T1
4% 510"11
=5X8 =3X5 111.5X4 =5X8
g4X5 E F G H
°
12 o3X5
5 p I
T
_3X
011.SX4
m
Fo
m
I�
B
p Q =5X6 =4X/ =5X6
MSX12
K
3X5(A7) MOO .silo("")
'=3X5(F1)
0 2.5
12
05X5
13'475 28'5111
TO'4 6'4'8 1'6' 4'6" 4'6' 9'2"2 50'9J
8"6
r1'
TO'4 134"12 14' 1'1 2Z4"15 26'10'15 369'1
414"10
4 '10"
Z11*14
A
1T10" 5
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
A Maximum Reactions
(Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell 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 t376 /- /-
/638 /527 /-
Buildin g Code:
NCBCLL: 10.00
MeanHeight:4.p15:00 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: 0.786
B Brg Width = 7.6
Min Req = 1.5
Req
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 = 2.5
Min Req = 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#
GCp!: 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 -1 588 -855
Top chord: 2x4 SP #2;
C - D 1553 -680
I - J 1617 -2626
Bot chord: 2x4 SP 42;
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 -1041
N - M -639
In lieu of structural panels use purlins to brace all flat
749
Q - P 749 -1041
2436 1276
M - K 2436 -1276
TC @ 24" oc.
Wind
Maximum Web Forces
Per Ply (Ibs)
r <
Wind loads based on MWFRS with additional C&C a`
member design. �+ea•aarraue°n"'vF�jy-"
Webs Tens.Comp. Webs Tens. Comp.
+aa6'(//1
S-C 542 -338
P-F 679 -1051
Wind loading based on both gable and hip roof types. •+� �GEN
F
C - R 454 -8i1
F - O 1057 -596
Left bottom chord exposed to wind. a• +a•
D - R 973 -1672
O - H 350 -687
D-Q 13M -614
H-N 574 -257
Additional Notes .a �w
No. 648
E - Q 662 -1403
N - I 641 -684
+ •
Negative reaction(s) of -299# MAX. from anon -wind a a
E-P 1075 -574
I-M 1348 -775
load case requires uplift connection. See Maximum °
Reactions.
Shim all supports to solid bearing.' �'Y°E OF ®�
add
• ��
�
iVA%.
cowe
A #
04/29/2021
"WARNING- READ AND'FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses regtuire extreme care in fabricating, handling shipping, installing and bracing. • Refer to and follow the latest edition of BCSI (Building
Componen Safety Information, b TPI an SBCA) for sa shipping,
nor to these unctions. Installers shall tempora
performing provide
bracing�er BCSI.. Unless noted olttierwise, top chord shall have �lropenx% attached structural sheathing and bottom chord shall have a properly
attache ri id ceilin . Locations shown for ermanent lateral res raint o webs shall have bracin installed per BCSI sections B3, B7 or B10,
as appiicab�e. Applgy lates to each face opf truss and position as shown above and on the Join Details, unless noted otherwise: Refer to
drawings 160A-Z for s9ndard plate positions. Refer to job's General Notes page for additional information.
ALPINE
Al ine, a division of ITW Buildin Components Group Inc. shall not be res ,onsible for any deviation from this drawing, any failure to build the
trl�ss inconformance with ANSIf� PI 1, ,or for handling, shipping,, installation• and bracing of trusses. A seal on this drawing or. cover pa
Am a ,
6750 Forum Drive
listing this drawin ,indicates acceptance of professional en sneering responsibili(v sole) for the design shown. The suitabil"nY and use of tY1is
drawing for any sigructure is the responsibility of the Building�esigner per ANSI/TPI 1 Sec.2.
Suite 305
Far more information see these web sites: AI ine: al ineitw.com TPI: t inst.or SBCA: sbc!ndust .com• ICC: !ccsafe.or • AWC: awc.org
Orlando FL, 32821
SEQN: 167343 HIPS
Ply: 1
Job Number. G8265
Cust• R761
JRet1X4Z7610010 T36
FROM:
Qty: 1
/GROZA BUILDERS, INC. I /LA TORTUGA-GAM /MARTIRE RESIDENCE
DrwNo: 119.21.1639.18877
Truss Label: T26
JB / DF 04/29/2021
6'11"31211111 3
125 '1213 28'10"15
401°01"
r 6'I } 5°5
11"3 514 6'92 747S1 69
141I
--5X8 =3X6 III1.5X4 =5X8
D E F G
12
T 5
`3H4
5—:3X4
C
to
III1.5X4
m
I
Co
B
1
J I
_
ry° A N M
L
K
=3X5(A1) 1111.5X4 =3X O3X3 =4X8 =5X6
=5X12
=3X5(F1)
=6
2.5
0
12
15'4°5 26711
6'9"7 6'1"10 2'S'1 6'9"2 6'9"2
92°2
3'0"9
6'9"7 12'11"1 154" 2 22'1"13 28'10"15
38'1"1
�11
41-1"1
��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 Udell U#
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 A A
/622 /379 /266
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.313 1 999 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.041 1 - -
P 1900 P 1-
11247 /950 1-
Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TL): 0.067 N - -
J 959 /- /-
/689 /593 /-
g Code:
NCBCLL: 10.00
Mean Height: 15.00 ItBuildin
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: 0.591
B Br Width = 7.6
g
Min Re 1.5
q =
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.943
P Brg Width = 10.8
J Brg Width = 7.6
Min Req = 2.2
Min Req = 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
IWAVE
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 -1 1795 -2893
Webs: 2x4 SP #2;
E - F 639 -676
I - J 1702 -2940
Purlins
In lieu of structural panels use pudins 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. ytypgp
Additional Notes S F��/�
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Shim all supports to solid bearing. 4'
E V y1i
R - C 519 -319
C Q 430
E - N 1478 -804
F N 377
w• IS 60`"
® V"
- -841
D - Q 700 -393
- -398
N - G 271 -679
oo' o
o�
°
D - P 336 -796
G - M 532 -206
No. 648 :
P_O 766 -1278
M - H 494 -595
o
e
Q
O - E 764 -1177
H - L 1188 -654
ATE OF
D �
� O
���rrO r•r.� ��
�NA%.
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 extfeme care in fabricating, handling, sh ping, installing and bracing. Refer to and follow the latest edition
Component Safety b
of BCSI (Building
n{ormation, TPI an SBCA) for sa ety practices nor to performing these functions. Installers shall provide tempora
bracmg per BCSI. Unless noted otherwise, top chord shall have vroperPV attached structural sheathing and bottom chord shall have a
properly
attacheU rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applicable. Apply lates to each face o truss and as shown above and on the Join f Details, unless noted otherwise. 11efer to
position
drawings 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
ALPINE
Alpine, ad of ITW Buildin Components Group Inc. shall not be res onsible for any deviation from this drawing, any failure to build the
truss in ANSI/�PI 1, for handling, installation
ANRWCOWAW
conformance with or shipping,, and bracing of trusses. A seal on this drawin
listing this drawing indicates acceptance of professional enc �ineenng responsibilit�yy solelyior the design shown. The suitability
drawing for is the the Building ANSIITP1 1 Sec.2.
or cover pa a
and use of t�is
6750 Forum Drive
Suite 305
any sigrii re responsibility of Designer per
For more information see these web sites: AI ine: al ineitw.com TPI: t inst.or SBCA: sbcindust .com• ICC: icesafe.or • AWC: awc.ora
Orlando FL, 32821
SEQN:167344 SPEC Ply: 1 Job Number. G8265 CustR761 JRef1X4Z7610010 T33
FROM: Qty: 1 JGROZA BUILDERS, INC. / ILA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1639.21957
Truss Label: T26 �JB / DF 04/29/2021
P 5'3'812'3'11TT12 i_ 24'11'is {
22 53'8 1'8'155 53'13 T4'3
12
5 p
-4X4
D
2.5 �
12
5' S'1.12 1'70.1 ST5 5'3'13 1'0'
5'3'8 10'S4 12'3'1 1T11'4 23'3' 2419
318 8'
r3 8 24' 1.15
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria
TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct NA CAT: NA PP Deflection in loc Udell U#
TCDL: 7.00 Speed: 170 mph Pf. NA Ce: NA VERT(LL): 0.105 E 999 360
BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.194 E 999 240
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.045 1 - -
Des Ld: 37.00 EXP. C Kzt. NA HORZ(TL): 0.083 1 - -
MeHeight: 15.00 ft BuildingCode: CreepFactor. 2.0
NCBCLL: 10.00 TCD L: 4.0 psf
Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.453
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.805
Spacing: 24.0 " C&C Dist a: 3.00 It Rep Fac: Yes Max Web CSf: 0.582
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;
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. gitlN4rf
S Ft ` ¢
® .••` `GENs���G
No. 646
O R
Q
o�TE OF
e •e
0000060600
ILI
04J29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
O 932 /- !- /486 /581 1296
G 1001 /- P /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 I - 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 =0 -758 D - K 752 -402
N - O 572 -932 K - E 473 -658
M - C 325 -492 J - F 358 -431
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s regqwre extreme care in fabricatingq an in shi ping; installing and bracing. Refer to and follow the latest edition of BCSI (Building
nent Safety Information, b TPI and SBCA) for saety practices rior to performing these functions. Installers shall provide temporary
Ser BCSI. Unless noted o�herwise, top chord shall have properPY attached structural sheathing and bottom chordshall have a properly
riqid ceiling Locations shown for ermanent lateral restraint of webs shall have bracm installed per BCSI sections B3, B7 or B10,
icable. Appfy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Buildin Components Group Inc. shall not be r s onsible for any deviation from this drawing, any failure to build the
conformance with ANSIi9 PI 1, or for handling, shipping,, insto llat'ion. and bracing of trusses. A seal on this drawin or cover page
'us drawing indicates acceptance of professional englneenng responsibili solely or the design shown. The suitability and use of this
I for any s ructure is the responsibi ity of the Building -Designer per ANSI/T�I 1 Sec.2.
AL NE
,wnwmMvun
6750 Forum Drive
Suite 305
Orlando FL, 32821
SECIN: 167345 SPEC I Pty. 1 Job Number: 68265 Cust R761 JRet1X4Z7610010 T30
FROM: City: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1639.23520
Truss Label: T27 �JB / DF 04/29/2021
43'718315 1825
38 438 32"5 I
510"6
2 W8 4'1"12
4'3"8 8'5°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
D
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 It
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 pudins 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.
12
5 p =-4X4
D
24'11"15
ZVI I'15
6'9"10
3'10"11 6'0"2 67°14 1'
12'3"15 18'4"1 24'11"15
Snow Criteria (Pg.Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.076 E 999 360
Loc R+ / R- / Rh / Rw / U / RL
L 932 /- /- 1464 /564 /245
Lu: NA Cs: NA
VERT(CL): 0.142 E 999 240
Snow Duration: NA
HORZ(LL): 0.028 H - -
F 1006 /- /- /623 /572 /-
HORZ(TL): 0.051 H - -
Creep Factor: 2.0
Wind reactions based on MWFRS
L Brg Width = 3.6 Min Req = 1.5
Building Code:
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.491
F Erg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.517
Bearings L & F are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.457
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 555 -915 D-E 772 -1277
B - C 555 -915 E - F 1040 -1866
WAVE
C-D 784 -1241
Ia7 FL,,
-- S.,,.z
F ._ �
SfATE f3F o:
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COA # _Rt-
04/29/2021
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
K - J 1406 -613 I - 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
I - E
458 -606
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in.fabripting, handling. shipping, installingand bracing. _ Refer to and follow the latest edition of
er nwi. urness no[ec omerwise, [op cnora snau nave ropen anacnec s[ruc[u i sneaming ana oonom cnora snau nave a progeny
rigid ceiling Loptions shown for permanent lateral res mint o webs shall have racing installed per BCSI sections B3, 67 or 610,
iceb�e. Apply lates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. F�efer to A LPI N E
)s 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
a divis!on of ITW Buildin Components Group Inc. shall not be r s onsible for Ic
y deviation from this drawing, any failure to build the mmmwa
ponformance with ANSIf9 PI 1, or for handling, shippping,, insta�agon and bra4 of trusses. A seal on this drawin or cover pa a 6750 Forum Drive
Is
drawing, indicates acceptance of professional encLineenng responsibilit{yv solTor the design shown. The suitability and use of this Suite 305
for any structure is the responsibility of the Building DDesigner per ANSI/TPI 1 .2. Orlando FL, 32821
"formation see these web sites: Alpine: al ine!tw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.or
SEQN: 167346 SPEC Ply: 1 Job Number: G8265 Cust R 761 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 18'75 24'11"15
r 6'7" I 518"15 5'10"6 I 6710
M
1
Loading Criteria (psi)
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;
Webs: 2x4 SP #2;
12 =4C
5 �—
24'11"15
6 3"8 1 6 0"7 6 0"2 6714 I 1' ;
6'3"8 12'3"15 18'4"1 24'11 "15
i Criteria
! Std: ASCE 7-16
170 mph
osure: Closed
Category: II
C Kzt: NA
n Height: 15.00 ft
L: 4.0 psf
L: 4.0 psf
=RS Parallel Dist: 0 to h/2
Dist a: 3.00 ft
from endwall: Any
GCp!: 0.18
1 Duration: 1.60
Purlins
In lieu of structural panels use pudins 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.
**IMPORTANT- FURNISH THIS
require extreme care In fabricating, N
nent Safety Information, b TPI an c7 SE
Ser BCSI. Unless noted o�herwise, top
rigid ceiling. Locations shown for per
cable. AppTy lates to each face of to
is l60A-Z for sndard plate positions.
a division of ITW BuildinlComponent
conformance with ANSI/ PI 1, or for
"is drawin , indicates acceptance of pr
1 for any sigructure is the responsibility c
:e information see these web sites: All
Snow Criteria (Pg,Pf In PSF)
Def 1CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
Pf: NA Ce: NA
VERT(LL): 0.087 H 999 360
Loc R+ / R- / Rh / Rw / U / RL
J 932 A A /452 /556 /232
Lu: NA Cs: NA
VERT(CL): 0.163 H 999 240
Snow Duration: NA
HORZ(LL): 0.026 G -
E 1006 /- A /608 /579 A
HORZ(TL): 0.049 G - -
Creep Factor: 2.0
Wind reactions based on MWFRS
J Brg Width = 3.6 Min Req = 1.5
Building Code:
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.723
E Erg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.522
Bearings J & E are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.820
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 923 -1555 C - D 792 -1283
WAVE
B - C 793 -1280 D - E 1055 -1863
No.
* i
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�®.�Xo�t®ft�p�`,
COA # _
04/29/2021
0
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 - I 1692 -1003 C - H 628 -314
I - B 486 -588 H - D 449 -596
LOW ALL NOTES ON THIS DRAWING!
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
ping, ins talling,and bracing. , Refer to and follow the latest edition of BCSI (Building
:ty ractices nor to performing these functions. Installers shall provide tempora
haee ,ropa attached structural sheathing and bottom chord shall have a properly
-al res rant o webs shall have bracin installed per BCSI sections B3, B7 or B10,
tion as shown above and on the Join Details, unless noted otherwise. Refer to
s General Notes page for additional information.
deviation from this drawing, any failure to build the
of trusses. A seal on this dfawin or cover pa e
?r the design shown. The sudab!lit and use of NIS
ALPINE
AN rIW COMPNlY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167347 SPEC Ply: 1 Job Number. G8265 �JB
CustR761 JRet1X4Z7610010 T26
FROM: Qty: 1 /GROZA BUILDERS, INC. //LA TORTUGA-GAM'/MARTIRE RESIDENCE DrwNo: 119.21.1639.26543
Truss Label: T29 / DF 04f2912021
4'7" + 6'5°9+ 12'3'16 } 18'2°5
4'7° 1'10"9 5'10"6 5'10"6
=4X4
D
T
N
11
24'11"15
6'9"10
4'3"8 1'10°9
24'11.15
6'1°14 6'0"2
6'7"14 1' i
4'3°8 + 6'2"1+
12'3°15 + 18'4°1 +
24'11"15
Loading Criteria (pso Wind Criteria
Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sid: ASCE 7-16
Pg: NA Ct NA CAT: NA PP Deflection in loc Udell U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA VERT(LL): 0.087 1 999 360
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA VERT(CL): 0.162 1 999 240
L 932 /- A /453 1549 /227
BCDL: 10.00
Risk Category: II
Snow Duration: NA HORZ(LL): 0.029 H - -
F 1006 A A /596 /584 A
'Des Ld: 37.00
EXP: C Kzt: NA
HORZ(TL : 0.054 H - -
)
Wind reactions based on MWFRS i
NCBCLL: 10.00
Mean Height: 15.00 It
BuildingBuilding Code: CreepFactor. 2.0
L Brg Width = 3.6 Min Req = 1.5
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0
FBC 7th Ed. 2020 Res. Max TC CSI: 0.483
F Brg Width = 7.6 Min Req = 1.5
Load Duration: 1.25
psf
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014 Max BC CSI: 0.513
Bearings L & F are a rigid surface.
Members not listed have forces less than 375#
Spacing: 24.0 "
C&C Dist a: 3.00 It
Rep Fac: Yes Max Web CSI: 0.443
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwali: Any
FT/RT:20(0)/5(0)
Chords Tens,Comp. Chords Tens. Comp.
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
IWAVE VIEW Ver. 20.02.00A.1020.21
A- B 923 -1582 D- E 807 -1287
B-C 1040-1754 E-F 1067 -1861
Lumber
C - D 802 -1283
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.C.omp. Chords Tens. Comp.
Puriins
K - J 1683 -845 I - H 1658 -870
In lieu of structural panels use purlins to brace all flat
J -1 1603 -809 H - F 1662 -869
TC @ 24" oc.
Wind
Maximum Web Forces Per Ply (Ibs)
Wind loads based on MWFRS with additional C&C
Webs Tens.Comp. Webs Tens. Comp.
member design.
A - L 560 -886 C -1 377 -527
Left end vertical not exposed to wind pressure.
A - K 1744 -1017 D - I 612 - 307
Wind loading based on both gable and hip roof types.
,.181N
K - B 483 -732 I - E 445 -588
�
���arr�a4Oq
®,... �GEN��.•o,G'
u�
•
FlA`o. 648p@
e
% 14iE OF c�
04/29/2021
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses regtuire extreme care in fabricating, handlin shipping, installing and bracing. , Refer.to and follow the latest edition of BCSI Building
Componen Safety nformation, b TPI an SBCA) for safety ractices nor to performing these functions. Installers shall provide to pore
bracing per BCSI. Unless noted o herwise, top chord shall he a groper%y attached structupl sheathing and bottom chord shall have a props {r y
attached n id ceilin Locations shown for Permanent lateral restraint of webs shall have bracin installed per BC sections 83. B7 or 1310,
as applica6�e. Appljr lates to each face otruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard pate positions. Refer to job's General Notes page for additional information.
Atine, a division of ITW Buildi%omponents Group Inc. shall not be responsible for any deviation from this drawing, any.failure to build the nnnwm.vuv
ss in conformance with ANSIl1 PI 1, or for handling, shipping,, installation and bracin of trus es. A seal on this dra mg or cover pa gQ 6750 Forum Drive
listing this drawing, indicates acceptance of professional engcLreenng responsibility solely or the design shown. The suitability and use of ttns Suite 305
drawing for any s9 cture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: aipineitw.com; TPI: tpinsLorg; SBCA: sbcind_ustry.com; ICC:1ccsafe.or • AWC: awc.org Orlando FL, 32821
FROM: 167348 SPEC Qry. I Job Number. Truss Label: L T30S51NC. / ILA TORTUGA-GAM /MARTIRE RESIDENCE �JBrwNDo 711 21 1639 2801 021 T25
27' 15"9 12'3*15 18'2"5 24'11"15
f 27' + 3'10°9 + 510'6 5'10°6 6'9°10
2'$"8 3'10°9
2'3"8 671
ng Criteria (pso
Wind Criteria
20.00
Wind Std: ASCE 7-16
7.00
Speed: 170 mph
0.00
Enclosure: Closed
10.00
Risk Category: II
EXP• C Kzt• NA
=4X4
D
24'11"15
6'1'14
I Z3"15
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf. NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Ld: 37.00
Mean Height: 15.00 It
CLL: 10.00
TCDL: 4.0 psf
Building Code:
t: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
I Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
;ing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCp!: 0.18
Plate Type(s):
Wind Duration:1.60
WAvc
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,
a
"WARNING— READ AND'FOLLO�
"IMPORTANT" FURNISH THIS DRAWING TO
a division of
6'0°2
18'4"1
Dell/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.086 1 999 360
VERT(CL): 0.159 1 999 240
HORZ(LL): 0.032 H - -
HORZ(TL): 0.060 H
Creep Factor: 2.0
Max TC CSI: OA85
Max BC CSI: 0.513
Max Web CSI: 0.445
Ver. 20.02.00A.1020.21
•�
�S D y
AI
0018.0280
• ' r/ E� pA
•
No. 648
a
% STATE OF c�
• ,• ki
AIL
04/29/2021
ALL NOTES ON THIS DRAWING!
LL CONTRACTORS INCLUDING THE INSTALLERS
installing and bracing. Refer to and follow the latest e
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 /- P /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 I - 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 -1 614 - 316
K - B 530 - 815 I - E 445 - 589
of
deviation from this drawing, any failure to build the
of trusses. A seal on this dra vIn or cover pa e
or the design shown. The suitability and use of Tis
ALPINE
any
i MOMPAW
6750 Forum Drive
Suite 305,
Orlando FL, 32821
SEQN: 1673491 COMN Ply: 1 Job Number. G8265 Cust: R761 JRefAX4Z7610010 T2 /
FROM: City: 1 /GROZA BUILDERS, INC. / ILA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34323
Truss Label: T31 JB / DF 04/29/2021
6'9"10 12'8" 18'6"6 25'4"
6'9"10 + 5'10"6 + 5'10"6 T 6710
=4X4
C
25'4"
67"14
2
6'0"2
6'7"14 i_ 1'
6'7"14 +
12'8" I
18'8"2 T
254°
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 Udell L/#
Gravity Non -Gravity
TCDL: 7.00
Speed: 170 mph
PF NA Ce: NA
VERT(LL): 0.089 H 999 360
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.166 H 999 240
A 951 P P 1522 /551 /222
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.035 G - -
E 1013 /- /- /587 /594 P
Des Ld: 37.00
EXa C Kzt: NA
L 0.066 G - -
HORZ(T )�
Wind reactions based on MWFRS
NCBCLL: 00
Mean Height: 15.00 ft
BuildingCode:
Creep Factor: 2.0
P
A Brg Width = 7.6 Min Req = 1.5
2.
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 sf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.498
E Br Width = 7.6 Mir! Re 1.5
g q =
Load Duration: 1.25
P
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
.
Max BC CSI: 0536
Bearings A & li 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: 0.456
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
GCp!: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver:20.02.00A.1020.21
A-B 1099 -1890 C-D 830 -1301
B - C 830 -1302 D - E 1092 -1881
Lumber
Top chord: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Chords Tens.Comp. Chords Tens. Comp.
A -1 1690 -900 H - G 1676 -894
Wind
I - H 1686 -901 G - E 1680 -893
Wind loads based on MWFRS with additional C&C
member design.
Maximum Web Forces Per Ply (Ibs)
Wind loadingbased on both gable and hi roof es.
P types.
Webs Tens.Comp. Webs Tens. Comp.
B - H 457 -605 H - D 449 -594
C - H 639 -343
"IMPORTANT" FURNISH THIS DRAWING TO ALL
arawing for any
For more infom
..��S Ft,•q.
No. 648
Q a
a
ATE OF r� c
®`ao, to
COA #'0
04/29/2021
5 ON THIS DRAWING!
ACTORS INCLUDING THE INSTALLERS
id bracing. , Refer to and follow the latest edition of BCSI (Building
to performing thhe a functions. Installers shall provide tempos
!ached structural s�teathing and bottom chord shall have a proper y
be shall have bracininstalled per BCSI sections B3; B7 or 1310,
ove and on the Joirlt9Details, unless noted otherwise. Refer to
page for additional information.
from this drawigg, any failure to build the
s. A seal on this drawin or cover page
rign shown. The suitability and use of fhis
ALPINE
NE
MFIWCDWAW
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167350 / COMN Ply: 1 Job Number. G8265 Ouse R761 JRee1X4Z7610010 T18 /
FROM: Qty: 1 /GROZA BUILDERS, INC. / ILA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34371
Truss Label: T32 �JB / DF 04/29/2021
6'9"10 12'8" 18'6"6 264"
6'9"10 + 5'10"6 5'10"6 T 6710
m
Lo
4F1
1' 6'7"14
6'7"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
D
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.
=4X4
D
264"
672 6'"2 67"14 1'
12'8" i 1'1? 2 I 264"
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L1#
Gravity Non -Gravity
PF. NA Ce: NA
VERT(LL): 0.090 1 999 360
Loc R+, / R- / Rh / Rw / U / RL
B 1012 /- P /588 /593 /236
Lu: NA Cs: NA
VERT(CL): 0.166 1 999 240
Snow Duration: NA
HORZ(LL): 0.036 H - -
F 1012 /- P /588 /593 /-
HORZ(TL): 0.066 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: 0.490
F Brg Width = 7.6 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.513
Bearings B & F are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.448
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):
IVIEW Ver. 20.02.00A.1020.21
B - C 1090 -1877 D - E 828 -1298
WAVE
C - D 828 -1298 E - F 1090 -1877
No.
1�1
M
STATE OF a �:
COA #
04/29/2021
`*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
**IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care In fabricating, handling, shipping, installinp_and brac_inq. _ Refer to and follow the latest
wing for any
more inforrr
see
page
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 I - E 449 -593
D - I 635 -340
Of
deviation from this drawing, any failure to build the
of trus as. A seal on this drawin or cover pa e
?r the lesign shown. The suitability and use of HIS
114916*1
ALPINE
arrtwmxvwr
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 T017rUGA-GAM /MARTIRE RESIDENCE DnvNo: 119.21.1658.34182
Truss Label: T33 �JB / DF 04/29/2021
6'9"10 11111"1 13'4°5 18'6"6 25'4"
5'1"7 1'5"1 5'1"7 + 6'9"10
III l.5X4(°")
-3X4 =4X4
25'4"
i 1' i 67"14 6'0"2 6'0"2 6'7"14 _i_ 1'
r—T- 6'7"14 + 12'8" F 18'8"2 264"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) DefI1CSi Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Sid: 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): 0.088 K 999 360 Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.163 K 999 240 B 1012 P P /592 /593 /224
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.036 J - - H 1012 P P /592 /593 P
EXP: C Kzt: NA HORZ L : 0.066 J - - Wind reactions based on MWFRS
Des Ld: 37.00 (T )
Mean Height: 15.00 ft BuildingCode: Creep Factor. 2.0 B Beg Width = 7.6 Min Req = 1.5
NCBCLL: 2. 00 TCDL: 4.0 psf p H Be Width = 7.6 Min Re 1.5
Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.480 g q =
P Bearings B & H are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.516
Re Fee: Yes Max Web CSI: 0.418 Members not listed have forces less than 375#
Spacing: 24.0 " C&C Dist a: 3.00 ft p Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCp!: 0.18 Plate Type(s):
Wind Duration:1.60 VIEVer20.02.B - C 1088 -1873 E - F 836 -1183WAVE
Lumber C - D 831 -1303 F - G 831 -1301
D - E 821 -1155 G - H 1088 -1874
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Plating Notes B - L 1672 -88B K - J 1669 -889
(")1 plate(s) require special positioning. Refer to L - K 1668 -889 J - H 1673 -888
scaled plate plot details for special positioning
requirements.
Maximum Web Forces Per Ply (Ibs)
Purlins Webs Tens.Comp. Webs Tens. Comp.
In lieu of structural panels use purlins to brace all flat C - K 437 -581 K - G 437 -584
TC @ 24" oc.
Wind,
Wind loads based on MWFRS with additional C&C
member design./�• �y
Wind loading based on both gable and hip roof types. ;GE A •�� ••�� �G
®,. F o,�
No. 648
b
.� STATE OF If
COA®OVAL �
04/29/2021
"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 (Buildin
f Safety nfqoration, b TPI en SBCA) for a sty ractices nor to performing these functions. Installs shall provide tempo.'
BCSI. �nlass noted of erwise, top chord stall he a rope attached structu I sheathin and bottom chord shall have a properly
,CTid ceiling Locations shown for eranent lateral res Taint o webs shall have �racin9 mstaglled per BCSI sections 63, B7 or B10,
AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
Of
deviation from this drawing, any failure to build the
of trusses. A seal on this draft g or cover pa e
2r the design shown. The suitability and use of Otis
A IPL NE
any
Mr coM
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167352 / HIPS Ply: 1 Job Number. G8265 Cust R 761 JReE1X4Z7610010 T9 /
FROM: Qty: 1 /GROZA BUILDERS, INC. / M TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34370
Truss Label: T34 �JB / DF 04/29/2021
9'11"1 15'4"15 20'0"9 + . 25'4" i
5'3°6 47"10 5'5"14 4'7"10 5'3°7
=4X7 =4X7
D E
254°
1'+ 9'11"1 2'8"15 + 2'8"15 9'11"1 _I_1'
9'11"1 12'8" 15'4"15 2&4"
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 U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.088 J 999 360
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.163 J 999 240
B 1012 P P /597 /595 /192
BCDL: 10.00
Risk Category:11
Snow Duration: NA
HORZ(LL): 0.035 1 - -
G 1012 P /- /597 /595 /-
Des Ld: 37.00
EXP: C Kzt NA
HORZ(TL): 0.064 1 - -
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
Building Code:
Creep Factor. 2.0
B Brg Width = 7.6 Min Req = 1.5
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TICCSI: 0.353
G Brg Width = 7.6 Min Req = 1.5
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.862
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Spacing: 24.0 "
C&C Dist a: 3.00 it
Rep Fac: Yes
Max Web CSI: 0.169
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 1162 -1882 E - F 939 -1555
C - D 939 -1555 F - G 1162 -1882
Lumber
D - E 931 -1369
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP2; #2;
We
Webs: 2x4 SP #2;
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Puriins
B - K 1698 -972 J -1 1389 -651
In lieu of structural panels use purlins to brace all flat
K - J 1389 - 651 I - G 1698 - 972
TC @ 24" oc.
Wind
Maximum Web Forces Per Ply (Ibs)
Wind loads based on MWFRS with additional C&C
Webs Tens.Comp. Webs Tens. Comp.
member design.
D - K 442 -74 E - I 442 -74
Wind loading based on both gable and hip roof types.
04/29/2021
-WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING!
" IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricatinq,_handlinci, shippinq, installinq and bracing. _ Refer to and follow the latest edition of
IOSS IIUIGU UII ICI WMW, WtJ UIUIU SI Id11 II IVFJCII "<IUaU11CU SU UUW GI SI IHd I1111y di lU UUILUI II VI IUIU Snarl IIdVU d IJI UIJdrly
Locations shown for permanent lateral res into webs shall have racin nstalled per BCSI sections B3, B7 or B10,
r�lat s to eactt face oT truss and position as shown above apd on the Joirtf Deta!ls, unless noted otherwise. Refer to ALPINE
an�ard plate positions. Refer to job's General Notes page for additional information.
rW Buildin Components Group Inc. shall not be res ons!ble for any deviation from this drawing, any.failure to build the mmc p
with ANSI 1, or for handling, shipping,, installac-ion and bracmg of trusses. A seal on this draWin or cover pa ga 6750 Forum Drive
dicates acceptance of professional en meenng responsibility solely or the �esigh shown. The suitabil'�y and use of fl1iS
ure is the responsibility of the Building,Designer per ANSI/TPI 1 Sec.2. Suite 305
see these web sites: Alpine, alpine!tw.com; TPI: tpinst.org SBCA: sbc!ndustry.com; [CC: iccsafe.org; AWC: awc.org Orlando FL, 32821
SEQN: 167353 / HIPS Ply: 1 Job Number. G8265 Cust: R761 JReE1X4Z7610010 Te !
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAIN /MARTIRE RESIDENCE DrwNo: 119.21.1658.34651
Truss Label: T35 �JB / DF 04/29/2021
r11"1
7'11"1
12'8" + 1"15
4'8"15 4'8"15
=4X8 III1.5X4 =4X8
C D E
264"
r11"1
,2uZ
T
5 p
m
0
-v
B F
A J H
G 1_0y
y°
I
3X4(A1) III1.5X4 =5X8 III1.5X4 =3X4(A1)
1' 8'0"13
8'0"13
254"
4'7"3 4'7"3
12'8" 1773
113 1'
264"
Loading Criteria (pso Wind Criteria
Snow Criteria (Pg,Pr in PSF)
Defl/CS1 Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): 0.095 D 999 360
Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.175 D 999 240
B 1012 /- !- /596 /596 /160
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.033 H - -
F 1012 P /- /596 /596 P
Des Ld: 37.00
EXa C Kzt: NA
L 0.061 H - -
HORZR )�
Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
BuildingB
Code:
Creep Factor: 2.0
Br Width = 7.6 Min Re 1.5
9 q =
Soffit: 2.00
TCDL: 4.0 psf
BCDL: 4.0 sf
P
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.758
F Brg Width = 7.6 Min Req = 1.5
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.661
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
Re Fac: Yes
P
Max Web CSI: 0.116
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: Any
FT/RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
GCp1: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVE
VIEW Ver: 20.02.00A.1020.21
B - C 1046 -1794 D - E 1131 -1758
C-D 1131 -1758 E-F 1046 -1794
Lumber
Top chord: SP
x4 Bot chord: 2x4 SP #2; 2;
Maximum Bot Chord Forces Per Ply (Ibs)
Webs: 2x4 SP #2;
Chords Tens.Comp. Chords Tens. Comp.
Purlins
B - J 1587 -830 I - H 1595 -829
J -1 1595 -829 H - F 1587 -830
In lieu of structural panels use pudins 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.
S FLU%
°
No. 648
% STATE OF Jiinz
coo
04/29/2021
-WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-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 edit'lon of BCSI (Building
nent Safety Information, b TPI an SBCA) f9r safety practices pnor to performing these functions. Installers shall provide tempora
Sqr BCSI., Unless noted oherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a proper y
ngqid ceiling. Locations shopwn for pa* anent lateral restra nt of webs shall have bracin installed per BCSI sections B3, 67 or B10,
cable. Apply plates to ach face, oT truss and position as sown above and on the JoinE9Details, unless noted othervvise. f�efer to
is 1611 standard pate positions. Refer to job's General Notes page for additional information.
a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing, an failure to build the
rifonnance with ANSI 1, or for handling, shipping,, installation, and bracin of trusses. A seal on this dfav�rI , or cover pa a
1Is drawingg, indicates acceptance of professional engimenng responsiblllty solely or the design shown. The sultabi�it9y and use of Its
1 for any s cture is the responsibility of the Building esigner per ANSI/T 1 1 Sec.2.
ra infnrmatinn sap thaw wah sitar- Alninp- nlninpitw_cnm- TPI- tninst nm- SRCA- ah6nAuctni_rnm• ICC• irasafa nm- AWC• awn nm
ALPINE
NE
MfIWco~
6750 Forum Drive
Suite 305
Orlando FL, 32821
61
FROM;167381 / HIPS Qty: I Truss Label: BUILDERS,
ERS, INC. / /LA TORTUGA-GAM %MARTIRE RESIDENCE �JB
D5 No:7 119 21 16 8.34557021 T76 /
5'11"1 9'4"6 12'8" 15'11°9 19'4"15 254"
5'119 + 3'5"5 + 3'3"9 3'3"9 + 3'5"5 r 611"1 J
12 : C5 =3DX4 III 1.5EX4 T2 =3F4 =5G5
5 p T
vo
N
B H °'
A
=4X8(A2) =4X4 =H0510 =4X4=3X10(A1) 1
25'4"
679 6'5"7 6'57
6'2"9 + 12'8" 1 1917
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 U#
TCDL: 7.00
Speed: 170 mph
Pf: NA Ce: NA
VERT(LL): -0.294 E 999 360
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.539 E 557 240
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.079 J - -
Des Ld: 37.00
C Kzt: NA
HORZ(TL): 0.144 J - -
ode:
Code:
NCBCLL: 10.00
MeanEXP
Height: 15.00 ft
TCDBuilding
4.0 psf
Creep Factor. 2.0
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.790
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.749
Spacing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Varies by Ld Case
Max Web CSI: 0.361
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 HS
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 pif at -1.00 to 55 plf at 5.92
TC: From 28 plf at 5.92 to 28 pif at 19.41
TC: From 55 plf at 19.41 to 55 plf at 26.33
BC: From 4 pif at -1.00 to 4 plf at 0.00
BC: From 20 pif 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 pif at 19.38 to 20 plf at 25.33
BC: From 4 pif at 25.33 to 4 plf at 26.33
glt�PHall p�
TC: 428 lb Conc. Load at 5.95,19.38
'00
TC: 141 lb Conc. Load at 7.35, 9.35,11.35.13.35
15.35,17.35
�+"••p •Q�„ '/�,/�
BC: 228 lb Conc. Load 5.95,19.38
r
at
BC: 106 lb Conc. Load at 7.35, 9.35,11.35,13.35
15.35,17.35
® o•• �GE' 1!A,S♦••••���
•• a•
+•
Purlins
•
No. 648
In lieu of structural panels use purlins to brace all flat
a
°
TC @ 24" oc.
�Y •
Wind
E ®F
Wind loads and reactions based on MWFRS.
°• •••
Wind loading based on both gable and hip roof types.
®` •�k ®R0
°mcs�eA
CIA #�®���
04/29/2021
25'4"
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 2175 /- /- /- /1328 /-
H 2137 P /- /- /1304 A
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
wire extreme care in fabricating, handling, sh! ping, installing and brac ng. Refer to and follow the latest edition of BCSI (Building
Safety Information, b TPI pn� SBCA) for satPety practices nor to performing the a functions. Installe shaII provide temporary
r BCSI. Unless noted o herwise, top chord shall have �roper%Y attached tructufal s�reathing and bottom c�iord shall have a properly
id calling. Locations shown for emtanent lateral restraint of webs shal%have bracm installed per BCSI sections 83, B7 or 610,
3 a. Apply lates to each face of truss and position as shown above and on the Joirtf Details, unless noted otherwise. Kder to
60A-Z for s9ndard plate positions. Refer to Job's General Notes page for additional information.
Of
any
deviation from this drawing, any failure to build the
of trusses. A seal on this drawjn or cover pa e
or the esign shown. The suitability and use of i�is
ALPINE
NE
ANnWCOMVAW
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167387 / SPEC Ply: 1 Job Number. G8265 Cust R761 )RetWZ7610010 T1 /
FROM: City: 1 /GROZA BUILDERS, INC. / ILA TORTUGA-GAM /MARTIRE RESIDENCE DnvNo: 119.21.165B.34447
Truss Label: T37 , �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: 2x6 SP #2;
Webs: 2x4 SP #2;
T
90
1
2710 I '5111"10
2710 3'4"
=4X4 =4X4 12
A B Q 5
C n
N
D8'1°
=4X6
3X8=2X5(A1)
5'11"10
2'4"2 37'8 1,
2'4"2 61111,10
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 endwail: Any
GCpi: 0.18
Wind Duration: 1.60
Special Loads
—(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25)
TC: From 55 pif at 0.00 to 55 pif at 6.97
BC: From 20 pif at 0.00 to 20 plf at 5.97
BC: From 4 pif at 5.97 to 4 pif at 6.97
BC: 1191 lb Conc. Load at 1.91
Purlins
In lieu of structural panels use pudins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
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: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
IICSI Criteria
Deflection in loc Udefl U#
ZT(LL): -0.014 E 999 360
IT(CL): 0.026 E 999 240
RZ(LL): -0.004 A - -
RZ(TL): 0.007 A - -
ep Factor. 2.0
c TC CSI: 0.213
c BC CSI: 0.413
(Web CSI: 0.317
Ver: 20.02.00A.1020.21
�a%
ba
a
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Flo. M ':
0
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WROX
t00:#1
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04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ IR- /Rh /Rw /U /RL
F 1013 P !- P /609 /-
C 686 P /- P /431 P
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 -1Z76
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. Camp.
A - F 482 -774 A - E 1405 -831
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme cafe in fabriptin�, handlin ,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI an SBCA) f r afety practices pnor to performing the a functions. Installers shall provide tempora
bracing er BCSI. Unless noted oherwise, top chord stall have rgperl attached structural seathing and bottom chord shall have a proper y
attachegrigrd ceiling. Locations shown forernanent lateral restraint owebs shall have bracing installed per BCSI sections 63, 67 or 610,
as applicable. Apply plats to ach face o truss and position as shown above and on thQ Joint Details, unless noted otherwise. I#efer to
drawings 160A-Z for scan and pate positrons. Refer to job's General Notes page for additional information.
Aline, a division of ITW Buildin Components Group Inc. shall not be res onsible for any deviation from this drawing, any failure to build the
truss in Qonformance with ANSI 1, or for handling, shipping, Installaton, and bracing of trusses. A seal on this drawin or cover page
listing this drawin , Indicates acceptance of professional an tneenng responsibili solely 'or the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building�esigner per ANSI/T�I 1 Sec.2.
A IPL NE
mmvcaavuir
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN:167354! SPEC Ply: 1 Job Number. G8265 CustR761 JRet1X4Z7610010 T62 /I
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 5'11"10
47"10 1'4"�
12
Q 5
=4X4
=4X4
A
B
C
T
1�2
Li
ED
F
=3X4
III 1.5X4("*)
=2X4(A1)
5'11 "10
i 51111,10 J 1,
r
5,11"16
ling Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf In PSF)
Defl/CSI Criteria
L: 20.00
Wind Sid: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
L: 7.00
Speed: 170 mph
PF. NA Ce: NA
VERT(LL): 0.008 E 999 360
L: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VERT(CL): 0.014 E 999 240
L: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.002 B - -
Ld. 37.00
EXP: C Kzt: NA
HORZ TL
( ): 0.003 B - -
Building Code:
CLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
TCDL: 4.0 psf
t: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.275
1 Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0,165
:ing: 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):
VIEW Ver: 20.02.00A.1020.21
Wind Duration:1.60
rnrevc
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 pudins to brace all flat
TC @ 24" oc.
Wind111Wutostltst
Wind loads based on MWFRS with additional C&C
member design. f
Left end vertical not exposed to wind pressure. ••G� A / o��C
Wind loading based on both gable and hip roof types. ® •' \ r Yd w V
1�
Log
$ STATE OF : t�
RS
Coa #�®�L
04/29/2021
*"WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE
ouire extreme care in fabricatina. handling. shiooina. installing and bracing. Refer to and fol
Of
any
♦ Maximum Reactions (Ibs)
Gravity Nan -Gravity
Loc R+ / R- / Rh / Rw / U / RL
F 212 /- /- /104 1127 /55
C 296 /- P /117 /187 /-
Wind reactions based on MWFRS
F Big Width = 7.6 Min Req = 1.5
C Brg Width = 7.6 Min Req = 1.5
Bearings F & C are a rigid surface.
Member$ 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
Of
deviation from this drawing, any failure to build the
of trusses. A seal on this drawin or cover pacle
or the design shown. The suitability and use of Phis
ALPINE
mm ca~
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN:167385/ HIPS Ply: 1 Job Number. G8265 CustR761 JRefAW7610010 T3 /
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM AIIARTIRE RESIDENCE DrwNo: 119.21.1658.34854
Truss Label: T39 I�JB / DF 04/29/2021
ling Criteria (psf)
L: 20.00
L: 7.00
L: 0.00
L: 10.00
Ld: 37.00
CLL: 10.00
t: 2.00
1 Duration: 1.25
:ing: 24.0 "
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Special Loads
4'9"2 8'11" 13'10" 14'4°8
• 4'9"2 i 4'1"14 4'11° 16.
f 67 i-1'4"
(TYP)
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 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
=4X4
F
14W8
4'1°12 5'0"8 5'2"4
4'1"12 �' 9'2"4 �' 14'4"8
-(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25)
TQ From 55 pIf at -1.00 to
55 pif at 4.03
TC: From 73 pif at 4.03 to
73 pif at 13.83
TQ From 28 pif at 13.83 to
28 pif at 14.38
BC: From 4 pif at -1.00 to
4 pif at 0.00
BC: From 20 pif at 0.00 to
20 pif at 4.03
BC: From 10 pif at 4.03 to
10 pif 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: 70lb 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 MODIFIEDI
3w Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
NA Ce: NA
VERT(LL): -0.080 D 999 360
NA Cs: NA
VERT(CL): 0.138 D 999 240
)w Duration: NA
HORZ(LL): -0.023 D - -
HORZ(TL): 0.037 D -
Iding Code:
Creep Factor: 2.0
7th Ed. 2020 Res.
Max TC CSI: 0.449
Std: 2014
Max BC CSI: 0.842
3 Fac: Varies by Ld Case
Max Web CSI: 0.327
RT:20(0)/5(0)
to Type(s):
IVIEW Ver: 20.02.00A.1020.21
EVE
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.
.��aru rQAn• � V
No. 648
� s
r
ATE OF
aoroes*�
04/29/2021
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"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
page
any
RM
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 1139 /- /- /- /699 /-
J 1191 P P P /723 P
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 - I
348
-605
F-0
439 -185
I-J
755
-1119
O - P
352 -608
Of
from this drawing, any failure to build the
A seal on this drawin or cover pa e
ign shown. The suitability and use of t�1is
ALPINE
uartwmiw�xr
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167355 / SPEC Ply: 1 Job Number. G8265 Cust: R761 JRef1X4Z7610010 T5 /
FROM: Qty: 4 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34137
Truss Label: T40 �JB / DF 04/2912021
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;
Webs: 2x4 SP #2;
476 8'11" 13'0"10 J. 17'6"
4'9"6 4'1"10 4'1"10 4'5"6
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
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
=4X4
D
17'6"
8'11"
8'11"
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):
8'7"
17'6"
I/CSI Criteria
Deflection in loc Udefl U#
2T(LL): -0.040 G 999 360
2T(CL): 0.074 G 999 240
RZ(LL): -0.017 G - -
RZ(TL): 0.029 G - -
ep Factor: 2.0
c TC CSI: 0.298
c BC CSI: 0.702
( Web CSI: 0.119
Ver: 20.02.00A.1020.21
\GE1Y 6�
i
O
No. 648
0
% STATE OF
fir
COA #KVPAIAL!�.
04/29/2021
A Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 719 /- P /430 1422 /159
F 655 /- /- /357 /379 /-
Wind reactions based on MWFRS
B Big 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 744 -1195 D - E 539 -895
C - D 541 - 898 E - F 726 -1159
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - G 1070 -624 G - F 1025 -602
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
D - G 463 -190
"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 brae ng.. Refer to and follow the la�est edition of BCSI (Building
t Safe Infformation, byy� TPI n SBCA) for sa a practices pnor to a ormm these functions. Instal ers shall provide temporary
r BCSI. Unless noted otllerw�se, top chord shall have roper)y attached structural sheathing and bottom chord shall have a properly
ii!d ceilm Locations shown for (permanent lateral res�raint of webs shall have bracinfq installed per BCSI sections B3, B7 or B10,
3 e. Appljr plates to each face, o truss and position as shown above and on the Join Details, unless noted otherwise. I#efer to.
60A-Z for standard plate positions. Refer to job's General Notes page for additional information.
ivision of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
ifonnance with ANSI 1, or for handling, shipping,, installation and brac'n of trus es. A seal on this drawingor cover pa e
lraw!ngg, indicates acceptance of professionyl engpeenng responsibility Sol. yllor the Ses!gn shown. The suitabilitand use of feis
any s cture is the responsibility of the Bull ding esigner per ANSIlf�l 1 Sec.2.
ALPINE
MMCO AW
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167356 / SPEC Ply: 1 Job Number. G8265 �JB
CustR761 JRet1X4Z7610010 T6 /'
FROM: City; 4 /GROZABUILDERS, INC./ILATORTUGA GAM%MARTIRE RESIDENCE DrwNo: 119.21.1658.34151
Truss Label: T41 / DF 04/29/2021
a division of
any
Fnm
4'9"6 8'11" 1 13'0"10 + 17'5"2
4'9"6 4'1"10 4'1"10 4'4"8
ling Criteria (pso
Wind Criteria
L: 20.00
Wind Std: ASCE 7-16
L: 7.00
Speed: 170 mph
L: 0.00
Enclosure: Closed
L: 10.00
Risk Category: II
EXP: C Kzt: NA
Ld: 37.00
Mean Height: 15.00 ft
CLL: 10.00
TCDL: 4.0 psf
t: 2.00
BCDL: 4.0 psf
I Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
;ing: 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.
=4X4
D
17'5"2
8'11"
8'11"
8'6"2
17'5"2
Dw Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
NA Ce: NA
VERT(LL): -0.042 E 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 718 /- /- /429 /421 /159
NA Cs: NA
VERT(CL): 0.076 G 999 240
)w Duration: NA
HORZ(LL): -0.018 G - -
F 652 /- /- /354 /377 /-
HORZ(TL): 0.032 G - -
Creep Factor. 2.0
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.5
Iding Code:
7th Ed. 2020 Res.
Max TC CSI: 0.307
F Brg Width = 3.5 Min Req = 1.5
Sid: 2014
Max BC CSI: 0.701
Bearings B & F are a rigid surface.
3 Fac: Yes
Max Web CSI: 0.119
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
RT:20(0)/5(0)
Chords Tens.Comp. Chords Tens. Comp.
to Type(s):
IVIEW Ver: 20.02.00A.1020.21
B - C 741 -1190 D - E 536 -890
EVE
C - D 537 - 893 E - F 720 -1147
S FL
i
�No.$ 648
1* ®/
. ; ATE OF .•'
coa ` I®��1.
04/29/2021
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRA'
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
fer to and follow the latest edition of BCSI (Building
he a functions. Installs5 sh II provide temposry
al a eathing and bottom crrorr�shall have a properly
racingg installed per BCSI sections B3, B7 or B10,
Joins Details, unless noted otherwise. Refer to
mat information.
deviation from this drawing, any failure to build the
of eusSes. A seal on this drawin or cover pa e
are
design shown. The suitability and use ofriis
page
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - G 1065 -623 G - F 1012 -597
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
D - G 458 -187
ALPINE
a+mva
6750 Forum Drive
Suite 305
Orlando FL, 328:
SEQN:167357/ SPEC
Ply: 1
Job Number. G8265
Cust:R761 JRef:1X4Z7610010 T7 /
FROM:
City: 1
/GROZA BUILDERS, INC. / M TORT UGA-GAM )MARTIRE RESIDENCE
DrwNo: 119.21.1658.34355
�JB
Truss Label: T42
I DF 04/29/2021
5'
4'9'8 8'11° 12'8"10 1410.15, 16'11°1a
r 4'9'62'Y5 2'0'11
m4X4
D
12 a E8
5 �1.SX4
C
o
�S F5 =4X7(+G)
a H
l B9,1.
S A 1 1g11
m2X4(A1) =3X8 _ =SX5 =3X4 101.5X4
0 2.5
12
3" P6 _1. 1'9'31'9'3..J
h r
8'11• 12'10'6 13'1 15 1' 6'11°10
�1'3°8 5'
' 15'2'7 [1-7 'S°2
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf In PSF)
DefI/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
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 Kzt: NA
HORZ L : 0.015 M - -
(T )
H 107 /-17 /- /52 /48 /-
Building Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor. 2.0
p
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 Brg Width = 7.6 Min Req = 1.5
L Brg Width = 3.5 Min Req = 1.5
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.566
H Brg Width = 3.5 Min Req = 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 -3B9
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)
Webs Tens.Comp. Webs Tens. Comp.
In lieu of structural panels use pudins to brace all flat
TC @ 24" oc. M - E 542 - 272 E - L 459 - 716
Wind
Wind loads based on MWFRS with additional C&C
member design. , L
Right end vertical not exposed to wind pressure. ��: ■...,, e ���Q'o�y
f
Wind loading based on both gable and hip roof types. e•�e• `(jE• `s ��••`
•i
•
No. 648
9
% ATE OF a o
040000600
04/29/2021
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses regtuire extfeme care in fabricatl handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
RHEA) fo'r these functions. Installers temporary
Corr)ponen Safety nformation, b5r TPI an sa ety practices prior to performing shall provide
bracin er BCSI., Unless noted otherwise, top chord shall have rgperl attached structuraI sheathing and bottom chord shall have a properly
attach2 g!d ceilin . Locations sh wn for ermanent lateral res�raint o webs shall have bracin Installed per BCSI sections B3, B7 or B10,
as applicable. Apply gates to acli face of truss and position as shown above and on th Jo'i f Details, unless noted otherwise. Defer to ALPINE
drawings 160A-Z for standard pate positions. Refer to job's General Notes page for additfonal�nformation.
Alpine, a division of ITW Buildin3Components Group Inc. shall not be respons!bl4 for any deviation from this drawing, any failure to build the a,mvcoWr
in ANSI 1, for handling, installation, ant brac{nq of trusses. A seal on this drawing or cover a
truss conformance with or shipping,, pa 6750 Forum Drive
listing this drawin, indicates acceptance of professional en lneenng responslbilit� sole) Tor the design shown. The suitability and use of iris Suite 305
drawing for any stgructure is the responsibility of the Buildingl esigner per ANSI/T 11 SZc.2.
For more information see these web sites: Alpine: al ine!tw.cwm• TPI: t inst.o • SBCA: sbcindus .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821
SEQN:167358! SPEC
Ply: 1
Job Number. G8265
CustR761 JRet1X4Z7610010 T4 /'
FROM:
Qty: 1
/GROZA BUILDERS, INC. / M TORTUGA-GAM'/MARTIRE RESIDENCE
DrwNo: 119.21.1658.34448
Truss Label: T43
JB / DF 04/290021
4'9°6 8'11" 12'10"l5 16'11"10 11T92
r 4'9"6 + 4'1°10 3'11°15 4'0'11 5°
=4X4
D
12
5 l7 zz1.5X4=5X10(ESRS) —4)V
0 C
m
G
T B � -
1 A -5X5 =2X6
K J IIIT6X4
2X4(A1) =3X8 =5X5
0 2.5
12
12'8"10 4'8"8
1,+ 81V + 3'11"6 I 39 I 0
11`
151015
8'11" 26110
5°
°2
1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Sid: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
TCDL: 7.00
Speed: 170 mph
PIP. NA Ce: NA
VERT(LL): -0.016 C 999 360
Loc R+ / R- / Rh / Rw / U / RL
B 519 /- P /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 /- P /364 /498 /-
Des Ld: 7.00
3
EXP: C Kzt: NA
HORZ(T L 0.015 K - -
)
G 129 /48 P 161 /63 P
BuildingWind
Code:
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.0 psf
Creep Factor: 2.0
reactions based on MWFRS
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.265
B Brg Width = 7.6 Min Req = 1.5
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 Req = 1.5
G Brg Width = 3.5 Min Req = 1.5
Spacing: 24.0 "
C&C Dist a: 3.00 It
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 pudins 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. tai9"11141
Wind loading based on both gable and hip roof types. - MZ
S FL c
No. 648
°: c
% Ai'E OFIke
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 fabricatin , handl!n , shi ping, installing and brac'ng. Refer to and follow the latest edition of BCSI (Building
Component Safe Information, by TPI anr� SBCA for sa ety practices pnor to per{ormin these functions. Installers shall provide temporary
braan er BCSIUnless noted otherwise, top chord sha I have ropersY attached structu al sheathing and bottom chord, shall have a properly
�iracin
attachir�ri id ceiling Locations shown for ermanent lateral res�raint of webs shall have installed per BCSI sections B3,137 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Jo'irif Details, unless noted otherwise. Of fer to
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
ALPINE
AI ine, a division of ITW Buildin Components Group Inc. shall not be r s onsible for any d v!aUon from this drawing, any failure to build the u,nwCOWAW
trr�ss in nonformance with ANSIf9 PI 1, or for h ndling, shipping,, insta�la�'on and bracing oef trusses. A seal on this drawn or cover pa a 6750 Forum Drive
listing this drawin , indicates acceptance of professional en meenng responsibilit� sole) Tor the design shown. The suitab!lify and use of iris Suite 305
drawing for any siucture is the responsibility of the Building -Designer per ANSI/fPl 1 S1o.2.
For more information see these web sites: Alpine: al ine!tw.com• TPI: t inst.or • SBCA: sbc(ndust .com• ICC: iccsafe.or ; AWC: awc.org Orlando FL, 32821
MON:1673831 HIPM Ply: 1 Job Number. 138265 Cust:R761 JReF1X4Z7610010 T24 /I
FROM: Oty: 1 /GROZA BUILDERS, INC. / /LA TGRTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34822
Truss Label: T44 �JB / DF 04/29/2021
4
ling Criteria (psf)
L: 20.00
L: 7.00
L: 0.00
L: 10.00
Ld: 37.00
CLL: 10.00
t: 2.00
1 Duration: 1.25
:ing: 24.0 "
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
4'11 "1 10'10"5 1679
4'11"1 5'11"4 5'11"4
5X8 1112X4 =5X6
12 C D E
5'0"13
5'0"13
Wind Criteria
Wind Bid: 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 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Bracing
(a)1x4 "r 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)
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 pif at 0.00
BC: From 20 pif at 0.00 to 20 plf at 4.95
BC: From 10 pif at 4.95 to 10 plf at 16.80
TQ 307 lb Conc. Load at 4.95
TQ 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
16'9"9
5'9"8
10'10"5
aw Criteria (Pg,Pf in PSF)
NA Ct: NA CAT: NA
NA Ce: NA
NA Cs: NA
)w Duration: NA
ding Code:
7th Ed. 2020 Res.
Std: 2014
Fac: Varies by Ld Case
Type(s):
Doff/CSI Criteria
PP Deflection in loc Udell U#
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: 6.954
Max BC CSI: 0.884
Max Web CSI: 0.591
VIEW Ver. 20.02.00A.1020.21
S.F "fN
i
0
No.� 646 •a
s In lieu i SPATE ®F •
In lieu of structural panels use puriins to brace all flat • ••
TC @ 24oc. " • ••
A
•�
Wind ® ° •�&0R•
Wind loads and reactions based on MWFRS. ®��L
Right end vertical not exposed to wind pressure. COA #
Wind loadin based on both able and hi roof ty es
9 g p p - 04/29/2021
a division of
TT
N CV
5'11 "4
16'9"9
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1240 /- /- /- /763 A
F 1332 A A /- /813 A
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
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
4T"• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
a care in fabricatin , handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
mation, b TPI an c� SBCA) for salpety �racticesigrior to performing these functions. Installers shall provide temporar}`
;s noted otherwise, top chord shall ha a rope Yattached structural sheathing and bottom chord shall have a proper y
ications shown for fpennanent lateral restraint of webs shall have bracintq installed per BCSI sections B3, B7 or B10,
ales to eac face o truss and position as shown. above and on_the Join Details, unless noted otherwise. Refer to
deviation from this drawing, any failure to build the
of trus es. A seal on this drawin or cover pa e
?r the �esign shown. The suitability and use of Tis
ALPINE
NE
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167359 / HIPM Ply: 1 Job Number. G8265 Cust: R761 JRef lX4Z7610010 T27 /
FROM: Qty: 1 /GROZA BUILDERS, INC. / ILA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34713
Truss Label: T45 �JB / DF 04/29/2021
6'11"1
6'11"1
11'10"5
4'11 "4
16'9"9
4'11 "4
=4X7 1111.5X4 =4X4
C D E
12 T 5 �
N
M �
ayt A B � 8'1"
H G OF
T
16'9"9
7'0"13 478
1' }
7713 11'10"5
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Sid: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
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
HORZ (TL) 0.016 F - -
Building
9 Code:
NCBCLL: 10.00
MeHeight: 15.00 ft
TCD 4.0 psf
Creep Factor: 2.0
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 Sid: 2014
Max BC CSI: 0.587
Spacing: 24.0 "
C&C Dist a: 3.00 It
Rep Fac: Yes
Max Web CSI: 0.451
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
IVIEW Ver: 20.02.00A.1020.21
Wind Duraflon: 1.60
WAVE
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Puriins
In lieu of structural panels use pudins 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. FL
r
Left bottom chord exposed to wind. �C7+ d.
'*WARNING" READ
"IMPORTANT- FURNISH THIS
a division of
•
00 ViATE OF
� �1• �i1
•*
co A # I lu#VA%-
04/29/2021
AND FOLLOW ALL NOTES ON THIS DRAWINGI
DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
the latest editipn of BCSI (Building
Installers shall provide temporary
bottom chord shall have a properly
)er BCSI sections B3, B7 or B10,
nless noted otherwise. Refer to
4'11 "4
16'9"9
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 699 /- A /727 /524 /194
F 623 /- P 1579 /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.Conip. 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
deviation from this drawing, any failure to build the
of trusses. A seal on this drawin or cover page
ar the design shown. The suitability and use of this
ALPINE
NE
any
µmcow�
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167360 / HIPM Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T28 I
FROM: City: 1 /GROZA BUILDERS, INC. / ILA 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 T 4'1"10 + 3'11"4 3'11"4
=4X7 1111.5X4 =4X4
D E F
12
5 �1.5X4
C
- m
o !P
a t
B
aft A�4
i V.1"
I H G
16'9"9
1, 8'11"1 1 3'11"4 3'11"4
8'11"1 112'10"5 1679
Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity
TCDL: 7.00 Speed: 170 mph PF. NA Ce: NA VERT(LL): 0.036 1 999 360 Loc R+ / R- / Rh / Rw / U / RL
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.053 C 999 240 B 699 A /- /746 /490 /244
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.016 1 - - G 623 A /- /598 /568 /-
Ld:EXP: C Kzt: NA HORZ TL 0.021 1 - - Wind reactions based on MWFRS
Des CL 10.00 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 G Br Width = 3.6 Min Re 1.5
Soffit: 2.00 BCDL: 4.0 sf FBC 7th Ed. 2020 Res. Max TC CSI: 0.364 g q =
p Bearings B & G are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.843 Members not listed have forces less than 375#
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.304
Loc. from endwall: Any FTlRT:20(0)!5(0) Maximum Top Chord Forces Per Ply (Ibs)
Gend all: Plate %20(0) Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver. 20.02.00A.1020.21 B - C 752 -1142 D - E 470 -522
Lumber C - D 676 -885 E - F 470 -521
Top chord: 2x4 SP 2; #/2; Bot chord: 2x4 SP Maximum Bot Chord Forces Per Ply (Ibs)
Webs: 2x4 SP #2; Chords Tens.Comp. Chords Tens. Comp.
Purlins B - I 1042 -775 I - H 792 -621
In lieu of structural panels use pudins to brace all flat Maximum Web Forces Per Ply (Ibs)
TC @ 24" oc. Webs Tens.Comp. Webs Tens. Comp.
Wind D - I 635 -378 H - F 716 -645
Wind loads based on MWFRS with additional C&C D - H 230 -413 F - G 530 -585
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types. tttP4ottt>�j�7
Left bottom chord exposed to wind. Z A S Ft
900418
•' o �\✓=Jdy�`he
e u
a•
°s
STATE OF •+
04/29/2021
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire ext eme care in fabricating, handling shi mg, in.*talling and bracing. Refer to and follow the latest edition of BCSI (Building
gt Safety information, b TPI anc7 SBCA) for safPe y rachces nor to erforming thesa functions. Installs shall provide tempora
BCSI. Unless noted o�herwise, top chord shall he a rgpeX, attacf�ed structural sheathing and botto cord, shall have a proper�y
rd ceiling Locations shown for ermanent lateral res�rarnt o webs shall have racin installed per BCI sechons 63, 67 or 610,
e._ AppTjr plates to each face of truss and positron as shown above and on the Join Details, unless noted otherwise. Pefer to
15 1 DUH-c ror swnaara prate positrons. nerer io 1oo-s uenerar Notes page Tor aaanionai information.
a division of ITW Buildin Components Group Inc. hall not be responsible for any deviation from this drawing, an failure to build the
conformance with ANSI/ PI 1, or for handling, sh�pping,, installation, and bracing of trus es. A seal on this dra iln or cover pape
1rs draw ntq, indicates acceptance of professional an neenng responsibilit�yy so ally the �esrgn shown. The suite Ill and and use of this
I for any s ructure is the responsibility of the Buildinguesigner per ANSI/TPI 1 Sec.2.
ALPINE
NE
urmvmMenxr
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167361 / HIPM Ply: 1 Job Number. G8265 Cust R761 JRet1X4Z761'010 T29 I
FROM: Qty: 1 /GROZA BUILDERS, INC. / M TORTUGA-GAM IMARTIRE RESIDENCE DrwNo: 119.21.1658.34572
Truss Label: T47 �JB / DF 04/29/2021
5'11 "3
V11"3
10'11"1
4'11"14
16'9"9
5.10"8
=4X7 Ill1.5X4
D E
12
5 p 5oC4
o �D
fn
v in
B
yr AL t
8'1°
H G F
16'9"9
1 5'97 511"10 5'10"8
5'9"7 + 10111"1 + 1679
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: Y_
Mean Height: 15.00 ft
NCBCLL: 10.00
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: Yes
Loc. from endwall: Any
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;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use pudins 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.
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.043 H 999 360
VERT(CL): 0.060 H 999 240
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 699 /- !- /761 1463 /295
HORZ(LL): 0.015 F - -
F 623 /- /- /621 /538 /-
HORZ(TL): 0.022 F - -
Wind reactions based on MWFRS
Creep Factor: 2.0
B Brg Width = 7.6 Min Req = 1.5
Max TC CSI: 0.588
F Brg Width = 3.6 Min Req = 1.5
Max BC CSI: 0.570
Bearings B & F are a rigid surface.
Max Web CSI: 0.660
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver:20.02.00A.1020.21 1 B - C 735-1201 C-D 462 -659
, •�� S FL y
E.
No. 648
e
's• AiE OF
04/29/2021
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
quire extreme pre in fabricating, handlin , shipping, installing and brac'ng. , Refer to and follow the latest edition of BCSI (Building
it Safety Information, by TPI an SBCA) for 5a ery practices poor to perilormmg these functions. Installers shall provide temposrY
r BCSI. Unless noted otherwise, top chord shall have rgperl attached structu al sheathing and bottom chord shall have a properly
ppid ceiling. Locations shown for permanent lateral res{�ramt o webs shall have 6racin installed per BCSI sections B3, B7 or B10,
ila. Apply plat s to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to
60A-Z for stancard plate positions. Refer to job's General Notes page for additional information.
Ivision of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
iformance with ANSI 1, or for hpndling, shipping,, Installation. and bracfnq, of trusses. A seal on this drawjn or cover p?ge
hawing, indicates acceptance gf pro essional,engmeenng responsibility sole y or the design shown. The swtablllity and use o is
ALPINE
NE
mmvco v
6750 Forum Drive
Suite 305
Orlando FL, 32821
For more information see
FROM: 1673841 COMN City: 1 GROZA BUIL ERS, INC. / ILA TGRTUGA-GAM /MARTIRE RESIDENCE Dr No? 11119 21 16580.349 021 T50 /
Truss Label: T48
Loading Criteria (pso
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;
Webs: 2x4 SP #2;
Special Loads
3'4" V8"
3'4" 3'4"
=4X4
12 C
5 (�
n
B D
CV
q E 10,9„
2X4(A1) 1111.5X4=2X4(A1)
5,8„
3'4"
3'4"
1 Criteria
Snow Criteria (Pg,Pf in PSF)
I Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
:d: 170 mph
Pf: NA Ce: NA
)sure: Closed
Lu: NA Cs: NA
Category: II
Snow Duration: NA
C Kzt: NA
i Height: 15.00 It
Building Code:
L: 4.0 psf
L: 4.0 psf
FBC 7th Ed. 2020 Res.
:RS Parallel Dist: 0 to h/2
TPI Std: 2014
Dist a: 3.00 ft
Rep Fac: Varies by Ld Case
from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
I Duration:1.60
IAIAvc
-(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 pif 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.
Right cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
3'4"
818„
1'
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
PP Deflection in loc Udefl U#
Gravity Non -Gravity
VERT(LL): -0.044 F 317 360
Loc R+ / R- / Rh / Rw / U / RL
VERT(CL): 0.073 F 189 240
B 401 /- /- /- /238 P
HORZ(LL): -0.011 C - -
G 569 /- P P /353 P
HORZ(TL): 0.019 C - -
Wind reactions based on MWFRS
Creep Factor. 2.0
B Brg Width = 7.6 Min Req = 1.5
Max TC CSI: 0.232
G Brg Width = 4.0 Min Req = 1.5
Max BC CSI: 0:787
Bearings B 8 G are a rigid surface.
Max Web CSI: 0.039
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver: 20.02.00A.1020.21
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
Ftf
® ee• G- •�QA��Z"i$
e
a No. 648 't
f •
O
se eQ►iE 0F
04/29/2021
"WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
re uire extreme care in fabricatin , handlin , shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nengt Safety Information, b TPI anr� SBCA)) for safPety radices nor to performing these functions. Installers shall provide tempora
Ser BCSI., Un ess noted o herwise, top chord shall haee ropert attached strudu I sheathin and bottom chord, shall have a proper y
ri id ceilm Locations shown for (permanent lateral restraint otiYwebs shall have cinfq Installed per BCSI sections 83, 67 or B10,
icab�e. App�jl lates to each face o truss and position as shown above and on the o!n Details, unless noted otherwise. f�efer to
Is 160A-Z for sgandard plate posftions. Refer to job's General Notes page for additional Ifonnation.
a division of ITW Buildin Components Group Inc. shall not be r spponsible for any deviation from this drawing, any failure to build the
gonformance with ANSI/ PI 1, or for handling, shipping, installation, and b c n of trusses. A seal on this dfaw!n or cover pa e
pis drewm ,indicates acceptance of professional en tnesnng responsibili so�e{yor the design shown. The swtabilif9y and use of oris
! for any stgrudure is the responsibility of the Building per ANSI/T�I 1 Sec.2.
ALPINE
NE
Amrrw00MPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167362 / COMN Ply: 1 Job Number: G8265 Cust R 761 JRef:1X4Z7610010 772
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
T 5� T
N
GO
B D N
T A �EE
10�9,
2X4(A1) III1: X4 H =2X4(A1)
P ,6 4'11 "10
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: 11
EXP: C Kzt: NA
D
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 It
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.
a division of
3'4"
3'4''
1
3'4"
6'8'�
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
Gravity Non -Gravity
Pf. NA Ce: NA
VERT(LL): 0.022 F 631 360
Loc R+ / R- / Rh / Rw / U / RL
Lu: NA Cs: NA
VERT(CL): 0.038 F 367 240
G 321 P P /263 /170 /87
Snow Duration: NA
HORZ(LL): 0.008 C - -
H 339 P P /282 /178 P
HORZ(TL): 0.009 C - -
Wind reactions based on MWFRS
Building Code:
Creep Factor: 2.0
G Brg Width = 7.6 Min Req = 1.5
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.131
H Brg Width = 4.0 Min Req = 1.5
TPI Std: 2014
Max BC CSI: 0.339
Bearings G & H are a rigid surface.
Rep Fac: Yes
Max Web CSI: 0.031
Members not listed have forces less than 375#
FT/RT:20(0)/5(0)
Plate Type(s):
V e r: 20.02.0 OA.1020.21
- r
As FL� �
�GENs•f'�'��
No. 646
AYE OF ••• [
r 140R000����+
t Q� we ®1
COA #
04/29/2021
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING
dT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING
page
INSTALLERS
low the latest edition of BCSI Building
is. Installer sS sh II provide to porarY
and bottom chor�shall have a properly
, unless noted otherwise B711eferr toO
on.
n this drawing, any failure to build the
A seal on this drawm or cover pa e
shown. The suitability and use of f�is
ALPINE
MN co~
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167364 / COMN Ply: 1 Job Number. 138265 Cust R761 JRef:1X4Z7610010 T73 /I
FROM: Qty: 4 /GROZA BUILDERS, INC. / M TORtUGA-GAM /MARTIRE RESIDENCE DmNo: 119.21.1658.34869
Truss Label: T50 �JB / DF 04/29/2021
3'4" + 6'8"
3'4" 3'4"
=4X4
12 C,
T 5� T
N
pp e
"=-2X4(Al)
D N
1 � Li E I � 10'9"
F H 1��CT�
III 1 _SMA
�— 1' —i, 4'8"
1
3 4"
3'4"
ling Criteria (psi)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
L: 20.00
Wind Sid: ASCE 7-16
Pg: NA Ct: NA CAT: NA
L: 7.00
Speed: 170 mph
Pf. NA Ce: NA
L: 0.00
Enclosure: Closed
Lu: NA Cs: NA
L: 10.00
Risk Category: II
Snow Duration: NA
EXP: C Kzt: NA
Ld: 37.00
Mean Height:15.00 ft
CLL: 10.00
TCDL: 4.0 psf
Building Code:
t: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
I Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
:ing: 24.0 "
C&C Dist a: 3.00 ft
Rep Fac: Yes
Loc. from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
Wind Duration: 1.60
WAVP
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.
2X4(A1)
3'4"
1
6'8"
1/CSI Criteria
♦ Maximum Reactions (Ibs)
Deflection in loc Udefl U#
Gravity Non -Gravity
IT(LL): 0.023 F 609 360
Loc . R+ / R- / Rh / Rw / U / RL
IT(CL): 0.036 F 388 240
G 332 /- P /282 /172 /87
RZ(LL): -0.009 C - -
H 332 P P /128 1211 P
RZ(TL): 0.011 C - -
Wind reactions based on MWFRS
ep Factor. 2.0
G Brg Width = 4.0 Min Req = 1.5
c TC CSI: 0.128
H Brg Width = 4.0 Min Req = 1.5
(BC CSI: 0.325
Bearings G & H are a rigid surface.
c Web CSI: 0.032
Members not listed have forces less than 375#
Ve r: 20.02.00A.1020.21
o ���S AFLL r
•/°��Eiv eq ;, a
•
°
No. 646
e
AiE OF
04/29/2021
*"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
o re uire ext eme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
nent Safety information, b TPI anc� SBCA) r safety practices pnor to performing Meg functions. Installers shall provide tot porary
�er BCSI. Unless noted o�herwise, top chord shall have roper)y attached structural s�ieathing and bottom chord, shall have a properly
riqid ceilin . Locations shpwn for ermanent lateral restraint of webs shall have bracm installed per BCSI sections B3, B7 or B10,
cable. Apply plet4s to ach face o�truss and position as shown above and on the Join Details, unless noted otherwise. Refer to
�s 160A-Z far stantland pate positions. Refer to job's General Notes page for additional information.
a division of ITW Buildin Components Group Inc. shall not be r sponsible for any deviation from this drawing, any failure to build the
conformance with ANSI PI 1, or for handling, shipping,, insta lapon, and bracm of trusses. A seal on this drawing or cover pa e
its drawing, indicates acceptancg of profgssional,englneenng responsibility solely�or the design shown. The suitabiliY and use of ff1is
A IPL NE
ANrFWCOWAW
6750 Forum Drive
Suite 305,
Orlando FL, 32821
SEQN: 167365 / COMN Ply: 1 Job Number. G8265 I Cust R761 JRet1X4Z7610010 T19 /
FROM: Qty: 6 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.165B.34762
Truss Label: T51 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;
Webs: 2x4 SP #2;
11°1+ 33°8 + 572 167
7
11°14 2'3"10 2710 1114
=4X4
12
D
5 �
t
03X4
�3X4
1111.5X4 C
E 1111,5X4
B
F
T A
G
I
0
�I
L K
1111.5X4
J
=3X8
I H
IIIt5X4
1111.5X4
III1.5X4
Wind Criteria
Wind Sid: ASCE 7-16
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00It
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration:1.60
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.
�° �- 5'3°8 W °�
00 8 25°6 25°6
� +
3'3"8 5'8°14
��
10°2 6'7°
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
P: 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 Sid: 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
WAVE
S fit
No. 646
I'6 • p ^
Ai E OF c>e
fib.. 0
COA #
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
K 324 /- /- /226 /176 /87
1 324 P /- /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 DRAW INGI
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s require extreme care In fabricating, handlin shiping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
nen[ Safety Information, b TPI pn SBCA) for sa ety practices nor to performing these functions. Installe sh II rovide temporary
per BCSI. Unless noted o�hemse, top chord shall have propeT, attached structural sheathing and bottom olsiorc�sf�all have a propefly
d nqid ceilin Locations sh wn for ermanent lateral restraint of webs shall have bracin installed p r BCSI se coons B3, B7 or B10,
icabla. Apply lates to eacri face of truss and position as shown above and on the Joirif Details, un ass nototherwise. F�efer to
Is 160A-Z for s�andard plate positions. Refer to job°s General Notes page for additional information.
a division of ITW Buildin Components Group Inc. shall not be res ,onsible for any deviation from this drawing, any failure to build the
1onformance with ANSI/ PI 1, or for handling, shipping,. Installation, and bracinA of trusses. A seal on this draWIn or cover page
1 s drawing, indicates acceptance of profgssie nal en�neenng responscb,ITtX solelyTor the design shown. The suitability and use of tins
ALPINE
mmvmnwnxr
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167321 EJAC Pty. 1 Job Number. G8265 Cust R761 JRef:1X4Z7610010 T56
FROM: Qty 11 /GROZA BUILDERS, INC. / /L.A TOR'rUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.41677
Truss Label: J1 �JB / DF 04/29/2021
G
=2X4(A1)
ling Criteria (psf)
Wind Criteria
L: 20.00
Wind Std: ASCE 7-16
L: 7.00
Speed: 170 mph
L: 0.00
Enclosure: Closed
L: 10.00
Risk Category: II
EXP: C Kzt: NA
Ld: 37.00
Mean Height: 15.00 It
CLL: 10.00
TCDL: 4.0 psf
t: 2.00
BCDL: 4.0 psf
I Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
,Ing: 24.0 "
C&C Dist a: 3.06 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration:1.60
Lumber
Top chord: 2x4 SP #2;
But 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.
r
A.
51811 DI
518"
Snow Criteria ft,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):
Dell/CSI Criteria
PP Deflection in loc Udell U#
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
Ver: 20.02.00A.1020.21
�S fits"'
EN NY41,
s�
No. 848
iL ■ !C
�iE ®F
COA # �MA1.
04/29/2021
10'5"14
co
00 N
CV �
CM
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 285 !- /- /215 /139 /162
D 101 /- /- /58 /3 /-
C 135 /- P /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 3759
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qquire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
f Safety Information, by TPI and SBCA) fsafety radices nor to performing the a functions. Installers shall provide tempos
r BCSI. Unless noted otherwise, top chord shall haea properPY attached strudufal s�eat hing and bottom chord shall have a properly
id ceilin Locations shown for ennanent lateral restraint of webs shall have br cing installed per BCSI sections B3, 87 or B10,
) a. Apply late s to each face, of truss and position as shown above and on the JoinfgDetails, unless noted otherwise. F�efer to
60A-Z for standard plate positions. Refer to job's General Notes page for additional information.
deviation from this drawipg, any failure to build the
of trusses. A seal on this drawin or.cover pa e
ar the design shown. The suitability and use of Tis
ALPINE
NE
For more information see
ANNW[OWAW
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167370 EJAC Ply: 1 Job Number. G8265 �JB
Cust:R761 JRef:1X4Z7610010 T61
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORruGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.43740
Truss Label: J2 / DF 04/29/2021
Loading Criteria (psi)
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
�r�
T.
i
i Criteria
t Std: ASCE 7-16
:d: 170 mph
osure: Closed
Category: II
C Kzt: NA
n Height: 15.00 ft
L: 4.0 psf
L: 4.0 psf
-RS Parallel Dist: 0 to h/2
Dist a: 3.00 ft
from endwall: Any
GCp!: 0.18
1 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 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
2'6"8
2'6"8
Snow Criteria (Pg,Pf In PSF)
DefUCSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
Pf: NA Ce: NA
VERT(LL): NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): 0.001 D -
HORZ(TL): 0.002 D -
Building Code:
Creep Factor. 2.0
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.080
TPI Std: 2014
Max BC CSI: 0.139
Rep Fac: Varies by Ld Case
Max Web CSI:" 0.000
FT/RT:20(0)/5(0)
Plate Type(s):
IVIEW Ver. 20.02.00A.1020.21
WAVE
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
• _,eatitlitt2ft111P�M
Additional Notes�S 7
Provide (2) 0.131"x3.0", min. toe -nails at top chord.'■..��C'A���F%
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. ®•.••• �G� 1L a�°C^•,••Y•4•• ^ y
•
No. 648
% ATE F00
s•cg
• .• k,
04/29/2021
9'2"4
CO
8r 1 n
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 227 /- /- /- /147 A
C 60 A /- /- /48 A
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
Aqire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, b TPI pn SBCA) for safety ractices nor to erforming these functions. Installs sh II provide tempos
r BCSI., Unless noted olllerwise, top chord shall haute proper attached structu al sheathing and bottom chor�shall have a properly
witce'ilmg. Locations shown for ermanent lateral restraint oiYwebs shall have 6racin installed per BCSI s ctions B3, B7 or B10,
le._ Apply plates to each face. of truss and position as shown above and on. the Join Details, unless note�otherwis9. Refer to
a division of
deviation from this drawing, any failure to build the
of trusses. A seal on this drawin or cover pa e
2r the design shown. The suitability and use of is
ALPINE
NE
"Cowr
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167322 EJAC Ply: 1 Job Number. G8265 Cust: R761 JRePIX4Z7610010 T69
FROM: Qly: 3 /GROZA BUILDERS, INC. / AA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.48017
Truss Label: J3 �JB / DF 04/29/2021
12 C
5 �
BLO
A
D
2X4(A1)
2'7"1
1' mi
2'7"1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pr in PSF)
Def /CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
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
Des d::
EXP: C Kzt: NA
HORZ(TL): 0.001 D - -
Building Code:
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: 0.067
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.046
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):
IVIEVV 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,�
GE- �✓
fNo.P6648
a •
ATI F d'• t
°
90
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 178 A A /148 /93 /84
D 42 A /- /24 A /-
C 51 A /- /30 /58 A
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 cafe In fabricating, handlingshi ping, installing,and bracing. Refer to and follow the latest edition of BCSI Building
f Safety Information, b TPI an SBCq) r sa ety practices nor to performing these functions. Installers shall provide to porary
BCSI. Unless noted o�herwise, top chord shall have roperr attach d structural sheathing and bottom chord shall have a properly
id ceilingg Locations shown for permanent lateral restraint of webs s�iall have bracin installed per BCSI sections B3, B7 or B10,
e. App y lates to ach face of truss and position as shown above and on the Joiq Details, unless noted otherwise. Refer to
60A-Z for s�andard pate positions. Refer to job's General Notes page for additional information.
a division of
any
deviation from this drawing, any failure to build the
of trusses. A seal on this drawin or cover pa e
0r the design shown. The suitabilify and use of t�ris
2.
sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
ALPINE
*nmvaoMVAxr
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167323 EJAC Ply: 1 Job Number. G8265 Cust R761 JRet1X4Z7610010 T70
FROM: Qty: 1 /GROZA BUILDERS, INC. / ILA TOR'rUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.50393
Truss Label: J3A �JB / DF 04/29/2021
12
5 B
9'2"8
A
11 8,1„
C
ling Criteria (psf)
Wind Criteria
L: 20.00
Wind Std: ASCE 7-16
L: 7.00
Speed: 170 mph
L: 0.00
Enclosure: Closed
L: 10.00
Risk Category: II
EXP: C Kzt: NA
Ld: 37.00
Mean Height: 15.00 ft
CLL: 10.00
TCDL: 4.0 psf
t: 2.00
BCDL: 4.0 psf
I Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
:ing: 24.0 "
C&C Dist a: 3.00 it
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.
2X4(A1)
n 2'7"1 D
2'7"1
8 218„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 Udell 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
Ver: 20.02.00A.1020.21
,seem, A���
JEJI�V��.Y �n
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 97 /- /- /63 /39 /64
C 47 /- /- /30 /6 /-
B 63 /- P 142 /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#
IAI No. 8648
0 1�[
% ATE OF
04
04/29/2021
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
`"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety. Information, by TPI an SBCA) for safety ractices nor to performing the functions. Installer� sh II provide to porary
braci�g�rer BCSI. Unless noted otherwise, top chord shall he a roperPr attached structural sheathing and botto r orc�shall have a properly
attac a ri�id ceiling. Locations shown for permanent lateral res amt o webs shall have racmpp Installed per BG�SI sections B3, B7 or B10,
as applica e. Appgy plates to each face o truss and position as shown above and on the Joirli Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpin , ad ivision of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the wa�U
tru�s�(n Conformance with ANSI/ PI 1, or for handling, shipping,, installation, ar?d bracm of trus es. A seal on this dFawin or cover pa a 6750 Forum Drive
listing this drawinq�indicates acceptance of professional enllineenng responsibility s leior the dsesign shown. The swtabilify and use of �ris
drawing for any s cture is the responsibility of the Bwlding Designer per ANSI/T I S�c.2. Suite 305
For more information see these web sites: AI ine: al ineitw.com TPI: instor SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821
SEQN:167324 EJAC Ply: 1 Job Number. G8265 �JB
CustR761 JRef1X4Z7610010 T22
FROM: Qty: 8 /GROZA BUILDERS, INC. / ILATORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.53303
Truss Label: J4 / 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;
C
1, 5'11 "1
611 "1
i Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
I Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
id: 170 mph
Pf: NA Ce: NA
VERT(LL): NA
)sure: Closed
Lu: NA Cs: NA
VERT(CL): NA
Category: II
Snow Duration: NA
HORZ(LL): -0.011 D - -
C Kzt: NA
HORZ(TL): 0.017 D - -
Building Code:
i Height: 15.00 ft
Creep Factor. 2.0
L: 4.0 psf
L: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.442
'RS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.337
Dist a: 3.00 ft
Rep Fac: Yes
Max Web CSI: 0.000
from endwall: Any
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VIEW Ver: 20.02.00A.1020.21
I Duration:1.60
rArevF
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.
107'3
co
CV N
eM
8'1
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 294 P P
/221 /143 /168
D 106 P A
/61 /3 P
C 141 P /-
/92 /151 P
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#
�".. S FL
No. 648
TE OF
�� • •• �I
04/29/2021
-WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
regtuire ex
tteme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
nen Safety, nformation, by TPI an SBCA) for sa ety prectices prior to performing the a functions. Installers shall provide temporary
ger BCSI., Unless noted otherwise, top chord shall have properly attached structural s�reathing and bottom chord, shall have a properly
n id ceilin Locations shown for ennanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10,
ica6�a. Apply lates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to ALPINE
)s 160A-Z for sfandard plate positions. Refer to job's General Notes page for additional information.
a division of ITW Buildingg Components Group Inc. shall not be res onsible for any deviation from this drawing, any failure to build the mmvmwv
gonformance with ANSIffPI 1, or for handling, shipping,, installaf''on, and bracing of trusses. A seal on this drawing or cover paqa 6750 Forum Drive
his drawin , indicates acceptance of professional an eating responsibilittyy sole) for the design shown. The suitability and use of fhis
I for any stgructure is the responsibility of the Building" esigner per ANSI/TPI 1 SIX .2. Suite 305
re Information see these web sites: Alpine: alpineitw.com: TPI: tpinst.orcl: SBCA: sbcindustrv.com: ICC: iccsafe.ora: AWC: awc.oro Orlando FL, 32821
SEQN:167325 EJAC Ply: 1 Job Number. G8265 Cust:R761 JRefIX4Z7610010 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
M
10'2"3
12
5
CV �
C14
B
A $'1„
D
4'11 "1
_I
4'11 "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 Udell 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 0.009 D
( )
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: 0.284
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
Max BC CSI: 0.220
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
•• w E• 7 eq %
No. 646
. R
ATE OF
COA #t 10AiP+16�
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 258 /- /-
/198 /127 /143
D 87 /- /-
/49 /2 1-
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 DRAWINGI
**IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling sh' ping, installing and bracing. Refer to and follow the latest edition of BCSI Building
Componen Safety Information, b TPI an SBCA) for sa ety practices nor to performing these functions. Installe� shaII provide to pora
bracing er BCSI. Unless noted of erwise, top chord shall have rgperP attached structu al sheathing and botto 0 orc� shall have a properly
attached id ceiling. Locations shown for ermanent lateral res�raint otiYwebs shall have 6racin installed p r BCSI sections B3, 67 or B10,
as applicable. Apply lates to each face oltruss and position as shown above and on the Join Details, unless noted otherwise. Refer to
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
AIDine. a division of ITW Buildino Components GrouD Inc. shall not be responsible for anv deviation from this drawing any failure to build the
drawing,
ALPINE
NE
MnWmwu
6750 Forum Drive
Suite 305
Orlando FL, 32821
any
of trusses. A seal on this
or cover page
or the design shown. The suitability and use of this
SEQN:167326 EJAC Ply: 1 Job Number. G8265 CustR761 JRet1X4Z7610010 T16
FROM: Qty: 6 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.57540
Truss Label: J6 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
Saacinc: 24.0 "
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
C
0 9'9"9
O M
CV �,
B N
A 8r1
D
2X4(A1)
I Criteria
I Std: ASCE 7-16
-d: 170 mph
osure: Closed
Category: II
C Kzt: NA
n Height: 15.00 It
L: 4.0 psf
L: 4.0 psf
-RS Parallel Dist: 0 to h/2
Dist a: 3.00 ft
from endwall: Any
GCpi: 0.18
1 Duration: 1.60
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'
ow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
NA Ce: NA '
VERT(LL): NA
NA Cs: NA
VERT(CL): NA
)w Duration: NA
HORZ(LL): -0.003 D -
HORZ(TL): 0.004 D -
Iding Code:
Creep Factor. 2.0
7th Ed. 2020 Res.
Max TC CSI: 0.169
Std: 2014
Max BC CSI: 0.135
Fac: Yes
Max Web CSI: 0.000
RT:20(0)/5(0)
to Type(s):
VIEW Ver: 20.02.00A.1020.21
air
k
o .• e sF •°•.�' %
4
No. 648
1• ATE ®F c
IDE
COA # A.
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Lac R+ /R- /Rh /Rw /U /RL
B 225 P P /177 /113 /120
D 70 P P /38 /1 P
C 91 P P /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#
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire a eme care in fabricatin handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI Building
Componen Safety nformation, b TPI an SBCAq saty practices prior to pe arming the a functions. Installers shall provide to pora
bracing er�BCSI. nless noted a erwise,, top chord shal have roper) attached structural s reathing and bottom chord shall have a proper y
attache�ri 1d ceilin Locations shown for ppermanent lateral res�raint a webs shall have bracinfq installed per BCSI sections B3, B7 or B10, ALPINE
as applical5 e. Apply dates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. 06fer to
drawings 160A-Z for s ndard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Buildin Components Group Inc. shall not be res onsible for any deviation from this drawipg, any failure to build the �,,,,,„,c,,,,,m,•
truss in gonformance with ANSIf9 PI 1, or for handling, shipping,. installation, a9d bracm of trusses. A seal on this drawin or cover pa a 6750 Forum Drive
listing this drawm , indicates acceptance of professional en ineenng responsibility solelyor the design shown. The suitab!lify and use of iris
drawing for any sfgructure is the responsibility of the Building per ANSIITPI 1 Sdc.2. Suite 305
For more Information see these web sites: Alpine: al ineitw.com• TPI: t !nstor • SBCA: sbcindust .com• ICC: !ccsafe.or • AWC: awc.orq Orlando FL, 32821
SEQN: 167327 EJAC I 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 I�JB / DF 04/29/2021
+1
12 C
5 �
ti
ao
B
D
2X4(A1)
313"4
1'
3'3"4
Loading Criteria (psi)
Wind Criteria
Snow Criteria (Pg,Pf!n PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell U#
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
HORZ(TL): 0.002 D -
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: 0.099
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Sid: 2014
Max BC CSI: 0.083
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):
IVIEW 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.
FL••
a
No. 646
�® �►iE OF s c
04/29/2021
C'4
T"
CV
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 A
C 71 /- /- 144 178 /-
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
uire extreme cafe in fabricatin , handlingshipping, installing and bracing. Refer to and follow the latest editi n of BCSI (Building
Safety Information, b TPI an � SECA) r satPety practices pnor to performing these functions. Installers shallprovide temporary
BCSI. Unless noted o�herw!se, top chord shall have rgperl attached structu al s(eathing and bottom chord, shall have a properly
�id ceilin .Locations shown for ermanent lateral rests nt o webs shall have 6racm installed per BCSI sections B3, B7 or B10,
a. Apply plates to each face oltruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
60A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Of
deviation from this drawing, any failure to build the
of trus as. A seal on this dfawin or cover pa e
or the slesign shown. The suitability and use of oils
ALPINE
NE
any
ICC:
MMCDevAW
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167371 HIP_ Ply: 1 Job Number. G8265 Cust R761 JRef.1X4Z7610010 T57
FROM: Qty: 1 /GROZA BUILDERS, INC. / /L.A TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.00300
Truss Label: K1 I JB / DF 04/29/2021
10
12 10'5"11
3.54 p
M
c
20
CV M
B
3 13 A 8'1"
D
8'0"3
8'0"3
Loading Criteria (psi)
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 Udell U#
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
EXP: C Kzt: NA
TL 0.035 D
HORZ ( )
Building Code:
NCBCLL: 0.00
Mean Height: 0.00 ft
TCDL: 4.0 psf
Creep Factor. 2.0
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.531
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 It
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.
,.utt111Hltlttt►y�'
' �OEIV's
Oon
No. 648
f
ATE OF
• �,
04/29/2021
♦ Maximum Reactions (ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 243 A A /- /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 DRAWINGI
"IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabricating, handlingshi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componenqq Safety Information, by TPI ang SBCA) sapety practices pnor to performing these functions. Installers shall provide temporary
bracing er BCSI.. Unless noted otherwise top chord shall have rgperiY attached structural sheathing and bottom chord shall have a properly
attacherPng ld ceiling Locations shown for permanent lateral res�ramt of webs shall have bracing installed per BCSI sections B3, B7 or B10,
as applis 1 e. Apply psates to ach face of truss and position as shown above and on the Joins Details, unless noted otherwise. Pefer to ALPINE
drawings 160A-Z for standard pate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Buildin Components Group Inc. 4hall not be responsible for any deviation from this drawing, any failure to build the Amnwa un
truss in conformance with ANSIPI 1, or for handling, shipping,, installation and bracingcl of trusses. A seal on this drawing or cover pa a 6750 Forum Drive
listing this drawin indicates acceptanc, of prof ssional engineenng responsibility solely or the design shown. The suitability and use of this Suite 305
drawing for any stgructure is the respons!ility of t�ta Building, esigner per ANSIIrPI 1 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t instor • SBCA: sbcindus .com• ICC: Iccsafe.or • AWC: awc.org Orlando FL, 32821
SEQN: 167372 HIP Ply: 1 Job Number. G8265 Cust R761 JReL1X4Z7610010 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
5"12
f
Loading Criteria (psi)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 0.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
2X4(A1)
Wind Criteria
Wind Std: ASCE 7-16
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt NA
Mean Height: 0.00 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: NA
GCp!: 0.18
Wind Duration: 1.60
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Loading
H!pjack 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.
A /1
TY12
T5"12
Snow Criteria (Pg,Pf In PSF)
DefI/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/A
Pf. NA Ce: NA
VERT(L4 NA
Lu: NA Cs: NA
VERT(CL): NA
Snow Duration: NA
HORZ(LL): 0.013 C -
HORZ(TL): 0.025 C -
Bu!iding 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):
VIEW Ver. 20.02.00A.1020.21
WAVE
N<o. P648 �e
s $TATE ®F r
s�
co A #o®�dAl.
04/29/2021
B
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity.
Loc R+ / R- / Rh / Rw / U / RL
A 169 /- /- /- /99 /-
- C 100 /- /- /14 1-
- B 228 /- /- /- /206 A
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
quire extreme care in fabricating, handling, shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building
a division of
hese functions. Installers shall provide to porary
31 sheathing and bottom chord, shall have a properly
racinfq installed per BCSI sections B3, B7 or B10,
Join Details, unless noted otherwise. Refer to
)ial information.
deviation from this drawing, any failure to build the
of trusses. A seal on this drawin or cover page
or the design shown. The suitability and use of trtis
ALPINE
axmvooemun
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167373 HIP_ Ply: 1 Job Number. G8265 Cust• R761 JRef:1X4Z7610010 T65
FROM: Qty: 1 /GROZA BUILDERS, INC. / ILA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.04630
Truss Label: K2 I �JB / DF 04/29/2021
G
Loading Criteria (psi)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 0.00
Soffit: 2.00
Load Duration:1.25
Spacing: 24.0 "
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
3.54
12
2X4(A1)
J Criteria
i Bid: ASCE 7-16
:d: 170 mph
Mrs: Closed
Category: II
C Kzt: NA
n Height: 0.00 ft
L: 4.0 psf
L: 4.0 psf
-RS Parallel Dist: 0 to h/2
Dist a: 3.00 ft
from endwall: NA
GCpi: 0.18
i Duration: 1.60
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.
3'7"2
31712
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
PP. 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):
C
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.001 D -
HORZ(TL): 0.001 D -
Creep Factor. 2.0
Max TC CSI: 0.061
Max BC CSI: 0.040
Max Web CSI: 0.000
Ver: 20.02.00A.1020.21
Ft
® �GENsF''•..G'
a
No. 646
110
ATE ®F No
RR 916
COA #0 I®AIAL
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 71 A A A /49 /-
D 20 A A /3 A A
C 44 A A A /39 A
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 surrace.
Members not listed have forces less than 375#
"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reciulre extreme care in fabricating, handling shi ping, installing and bracing. , Refer to and follow the latest edition of BCSI Building
ComponentSafety nfornation, bY TPI an SBCA) for sa ety practices nor to performing these functions. Installer� shall provide to pore
bracin er BCSI. Unless noted otherwise, to chord shall hale roperPY attached structural sheathing and bottom chord, shall have a properly
attacphegri id ceilP . Locations shown for perr manent Ipateral res�raint of webs shall hav bracinfg installed per BCSI sections B3, B7 or B10, ALPINE
as a .plicab�a. A ply laces to each face, 01 truss and position ass own above and on the Join Details, unless noted otherwise. Refer to
drawings 160A-Z for shard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANnwconw�
truss in conformance with ANSI gPi 1, or for handling, shipping,, installation, and bracin of trusses. A seal on this drawin or cover pa a 6750 Forum Drive
listing this drawin , indicates acceptance of profession I en meenng responsibility s lely or the design shown. The suitability and use of iris Suite 305
drawing far any siucture is the responsibility of the Bul ding �]esigner per ANSI/T I Sec.2. Orlando FL, 32821
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindus .com• ICC: tocsafe.or • AWC: awc.or
SEQN: 167374 HIP_ Ply. 1 Job Number. G8265 Cust R761 JRef:1X4Z7610010 T71
FROM: Qly: 1 /GROZA BUILDERS, INC. / ILA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.07180
Truss Label: K3 �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: 0.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
12
3.54 F_-_�
2M(A1)
VY
Wind Criteria
Wind Std: ASCE 7-16
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 0.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 It
Loc. from endwall: NA
GCpi: 0.18
Wind Duration:1.60
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.
37" 15
37"15
Snow Criteria (Pg,Pf in PSF) De
Pg: NA Ct: NA CAT: NA PP
Pf: NA Ce: NA VE
Lu: NA Cs: NA VE
Snow Duration: NA HC
Building Code:
FBC 7th Ed. 2020 Res.
TPI Sid: 2014
Rep Fac: No
Type(s):
C
I/CSI Criteria
Deflection in loc Udell U#
IT(LL): NA
2T(CL): NA
RZ(LL): 0.001 D - -
RZ(TL): 0.001 D - -
ep Factor. 2.0
(TC CSI: 0.066
( BC CSI: 0.044
( Web CSI: 0.000
VIEW Ver: 20.02.00A.1020.21
r S 1:L ,
�*,*Namee� b
No. 646
% ATE OF
k,
®."�'stoRO�����``
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 72 /- /- /- 149 /-
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
Tqu!re extreme care in fabricating, handling shi p!ng, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
i Safety Information, byY� TPI an SBCA) tq� safety practices prior to per�ormmg these functions. Installers shall provide temporary
r BCSI. Unless noted otherwise, top chord shall have prgperly attached structural sheathing and bottom chord shall have a properly
qid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10,
Sle. Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
60A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of
deviation from this drawing, any failure to build the
of trusses. A seal on this drawin or cover page
qr the design shown. The suitabii!fy and use of tnis
ALPINE
any
see
MrrWCOWAW
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN:167375 HIP_ I Ply. 1 Job Number. G8265 Cust:R761 JReF1X4Z7610010 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
70
10'6"15
3.54 p
ti
CV CV
cM
B
3 A 8i1n
D
2X4(A1)
�— 1'5"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-16
TCDL: 7.06
Speed' 170 mph
BCLL: 0.00
Enclosure: Closed
BCDL: 10.00
Risk Category: II
EXP: C Kzt NAMean
Des Ld: 37.00
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 "
CSC Dist a: 3.00 It
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
8'4"8
8'4"8
ow Criteria (Pg,Pf In PSF) Defl/CSI Criteria
NA Ct: NA CAT: NA PP Deflection in loc Udell UN
NA Ce: NA VERT(LL): NA
NA Cs: NA VERT(CL): NA
)w Duration: NA HORZ(LL): 0.023 D -
HORZ(TL): 0.042 D -
Iding Code: Creep Factor. 2.0
7th Ed. 2020 Res. Max TC CSI: 0.615
Sid: 2014 Max BC CSI: 0.624
3 Fac: No Max Web CSI: 0.000
Type(s):
VIEW Ver. 20.02.00A.1020.21
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. rFL
•
d♦
No. 648
s♦ ATE OF cr;
COA # NA
04/29/2021
"WARNING" READ AND FOLLOW ALL
"IMPORTANT" FURNISH THIS DRAWING TO ALL C
a division of
any
fnm
sites:
page
INCLUDING THE INSTALLERS
• _ Refer to and follow the latest i
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 261 /- A /- /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 Req = -
C Brg Width =1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
of
n this drawing, any failure to build the
k seal on this drawm or cover pa e
shown. The suitability and use of t�1is
0
ALPINE
AN mrcoereAW
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167376 HIP_ Ply: 1 Job Number. G8265 Cust: R761 JRefIX4Z7610010 T32
FROM: Qty 1 /GROZA BUILDERS, INC. / /LA TOIRTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.12683
Truss Label: K5 JB / DF 04/29/2021
C
12 10'1"15
3.54
ti
N �
B CV
A 811 "
D
2X4(A1)
1'5"
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 0.00
Soffit: 2.00
Load Duration: 1.25
SDacina: 24.0 "
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
i Criteria
i Std: ASCE 7-16
sd: 170 mph
osure: Closed
Category: II
C Kzt: NA
n Height: 0.00 it
L: 4.0 psf
L: 4.0 psf
:RS Parallel Dist: 0 to h/2
Dist a: 3.00 it
from endwall: NA
GCpi: 0.18
i Duration:1.60
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.
6'11 "8
6'11 "8
Dw Criteria (Pg,Pf in PSF)
NA Ct: NA CAT: NA
NA Ce: NA
NA Cs: NA
)w Duration: NA
ding Code:
7th Ed. 2020 Res.
Sid: 2014
Fac: No
Type(s):
Def /CSI Criteria
PP Deflection in loc Udell U#
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
VIEW Ver: 20.02.00A.1020.21
S FLQ
o•♦••' E1Ys�'♦b♦•�
o
No. 648
•
o, ATE OF c>;
• .� kr
COA #
MAIM.
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
quire extfeme cafe in fabricating, handling shi p!ng, installing,and bracing. Refer to and follow the latest edition of BCSI (Building
quire
nformation, b TPI an SBCA for sa ety practices nor to performing the9a functions. Installers shall provide to pora
r BCSI. Unless noted oherwise, top ch�rd shall have �rgperPy attached structu al sheathing and bottom chord shall have a properly
ggid ceiling. Locations shown for ermanent lateral restraint of webs shall have firacing installed per BCSI sections B3, B7 or 810,
)l_e._ AppTy plates to each face.0Ftruss and position as shown above and on. the Join f Details, unless noted otherwise. Referto
of
deviation from this drawing, any failure to build the
of Vusses. A seal on this drawm or cover pap
or the design shown. The suitabilify and use of s
ALPINE
NE
any
m m cow
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN:167377 HIP_ Ply: 1 Job Number. G8265 CustR761 JRet1X4Z7610010 T16
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.14500
Truss Label: K6 I�JB / DF 04/29/2021
17
2X4(A1)
57"14
1,5„
57"14
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf In PSF)
Dc
TCLL: 20.00
Wind Std: ASCE 7-16
Pg: NA Ct: NA
CAT: NA
PF
TCDL: 7.00
Speed: 170 mph
Pf: NA
Ce: NA
VE
BCLL: 0.00
Enclosure: Closed
Lu: NA Cs: NA
VE
BCDL: 10.00
Risk Category: II
Snow Duration: NA
H(
Des Ld: 37.00
EXP. C Kzt. NA
H(
Building
g Code:
NCBCLL: 0.00
Mean Height: 0.00 It
Cr
TCDL: 4.0 psf
Soffit: 2.00
BCDL: 4.0 psf
FBC 7th Ed. 2020 Res.
M,
Load Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
TPI Std: 2014
M,
Spacing: 24.0 "
C&C Dist a: 3.00 It
Rep Fac: No
Mz
Loc. from endwali: NA
FT/RT:20(0)/5(0)
GCpi: 0.18
Plate Type(s):
VII
Wind Duration: 1.60
WAVE
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.
-Ulf
C
I/CSI Criteria
Deflection in loc Udell U#
?T(LL): NA
�T(CL): NA
♦ Maximum Reactions (lbs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 147 /- /- /- /97 /-
RZ(LL): 0.005 D - -
D 54 /- /- /7/-
RZ(TL): 0.008 D - -
C 121 /- /- /- /107 /-
ep Factor. 2.0
Wind reactions based on MWFRS
c TC CSI: 0.310
B Brg Width = 10.8 Min Req = 1.5
(BC CSI: 0.189
D Brg Width = 1.5 Min Req = -
(Web CSI: 0.000
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
W Ver. 20.02.00A.1020.21
s••• 0G E'rs�••`•• v
i
No. 648
f �
STATE 0 c�
COkA#iN4
0*247yo_ tov,
04/29/2021
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses regtuire extreme pre In fabricating, handling sh�ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen Safety Information, by TPI an SBCA) sa ety practices poor to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted otherwise, top chord shall have prgperl attached structu ai sheathing and botto�rt chord shall have a properly
attache �rigid ceiling Locations shown for permanent lateral resVamt oiYwebs shall have 6racincl installed per BGSI sections B3, B7 or B10,
as applicable. Apply plates to each face oT truss and position as shown above and on the Joirli Details, unless noted otherwise. Pefer to ALPINE
drawings 160A-Z for sandard plate positions. Refer to job's General Notes page for additional information.
Alping, a division of ITW Buildin Components Group Inc. shall not be reslons!ble for any deviation from this drawing, any failure to build the µr,l a,�„y
truss m conformance with ANSI/ PI 1, or for handling, shipping,, installs ion, and bracing of trusses. A seal on this dfawin or cover pa ga 6750 Forum Drive
listing this drawingg, 'indicates acceptance of professional en�neenng responsibility sole) for the design shown. The swtabllify and use of Cis Suite 305
drawing for any s cture is the responsibility of the Building esigner per ANSI/T 11 Sec.2.
For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindus .com• ICC: iccsafe.or • AWC: awc.on Orlando FL, 32821
SEQN: 167378/ HIP Ply. 1 Job Number. G8265 Cust R761 JRet1X4Z7610010 T80
FROM: Oty: 2 /GROZA BUILDERS, INC. / M TOIZTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56505
Truss Label: K7 �JB / DF 04/29/2021
3
12 C
3.54 12'1"11
rM
00 -
B N
10'9"
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
Des Ld: 37.00 EXP: C KzL• NA
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 pif at -1.41 to 32 pif at 0.00
TC: From 0 pif at 0.00 to 58 pif at 4.63
BC: From 0 pif at 0.00 to 21 pif 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
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):
Defl/CSI Criteria
PP Deflection in loc Udell U#
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
Ver. 20.02.00A.1020.21
,•.S . Ft
i
•
E Vol
4
No. 648
AiE OF
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 142 /- /- /- /97 /-
D 30 /- /- /8 P /-
C 73 A P P /65 P
Wind reactions based on MWFRS
B Brg Width = 10.6 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
Trusses re uire extreme care in fabricatin , handlin , shi ping, installing and brac'ng. , Refer to and follow the latest edition of BCSI (Building
Componengt Safety Information, b TPI anc� SBCA) for SatPety practices nor to perflorming these functions. Installers shall provide tempos1t
bracing per BCSI., Unless noted oherwise, top chord shall have rgperPv attached structu al sheathing and bottom chord shall have a prope'iiy
attached ri id ceiling.Locations shown for ermanent laterel res�ra nt of webs shall have 6racin Installed per BCSI sections 63, 87 or B10,
as applicable. Apply lates to each face of truss and position as sown above and on the Joinf Details, unless noted otherwise. f�efer to
drawings 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in nfonnance with ANSI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawin or cover pac1e
listing thr(s drawingu indicates acceptance of professional engQineering responsib!li.$fy s9lei Tor the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building�Designer per ANSIn 1 Sec.2.
ALPINE
mmvms�vun
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN:167312/ JACK Piy. 1 Job Number: G8265 CustR761 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
Loading Criteria (psi)
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
5 � C
4"1
T
8'6" g
� M
- 8r�rr
I Criteria Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria
I Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U#
;d: 170 mph Pf. NA Ce: NA VERT(LL): NA
Dsure: Closed Lu: NA Cs: NA VERT(CL): NA
Category: II Snow Duration: NA HORZ(LL): 0.000 D - -
: C Kzt: NA
n Height:15.00 ft
L: 4.0 psf
L: 4.0 psf
=RS Parallel Dist: 0 to h/2
Dist a: 3.00 ft
from endwall: Any
GCpi: 0.18
I Duration:1.60
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.
HORZ(TL): 0.000 D
ding Code: Creep Factor: 2.0
7th Ed. 2020 Res. Max TC CSI: 0.066
Sid: 2014 Max BC CSI: 0.009
Fac: Yes Max Web CSI: 0.000
2T:20(0)/5(0)
e Type(s):
Ve r. 20.02.00A.1020.21
'Ns FL
pE-INS --._ c
N�C648
s
% STATE OF •� c�
%'• ®R10�•�•��'�r
cow # A
t.
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 148 P P 1142 /99 /44
D 10 /-1 P /15 /11 /-
C - /-13 P /30 /30 P
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 DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire a eme cafe in fabricating handling,shipping, installing,and bracjng. , Refer to and follow the latest edition of BCSI Building
f Safety nfonnation, by TPI an 'SB%fsa ety practices prior to pe ormmg these functions. Installers shall provide to porarY
BCSI. nless noted otherwise, top chord shall have ropers attached structural sheathing and bottom chord shall have a properly
iiid ceiling Locations shown for permanent lateral res�raint otYwebs shall have bracm installed per BCSI sections B3, 67 or B10,
e. AooTv plates to each face oitruss and Dosition as shown above and on the Join Details. unless noted otherwise. Refer to
a division of
from this drawing, any failure to build the
>. A seal on this drawin or cover pa e
agn shown. The sudabilit9y and use of r1s;
ALPINE
NE
any
m m cma
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167313 / JACK Ply. 1 Job Number. G8265 Gust R761 JRetIX4Z7610010 T78
FROM: Qty: 1 /GROZA BUILDERS, INC. / ILA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56693
Truss Label: C1C I�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;
i Criteria
I Std: ASCE 7-16
:d: 170 mph
osure: Closed
Category: II
C Kzt: NA
n Height: 15.00 ft
L: 4.0 psf
L: 4.0 psf
-RS Parallel Dist: 0 to h/2
Dist a: 3.00 ft
from endwall: Any
GCpi: 0.18
1 Duration: 1.60
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.
12
5 C
B TT 11'2"9
r M
CA = 10.9t.
::::=2M(Al) D 10'4"4
� 11118 i 1' i
f 11v8 1 21118I
3w Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
NA Ce: NA
VERT(LL): -0.003 D 999 360
NA Cs: NA
VERT(CL): 0.004 D 999 240
)w Duration: NA
HORZ(LL): -0.002 D - -
HORZ(TL): 0.002 D - -
Iding Code:
Creep Factor: 2.0
3 7th Ed. 2020 Res.
Max TC CSI: 0.073
Sid: 2014
Max BC CSI: 0.006
3 Fac: Yes
Max Web CSI: 0.000
Type(s):
Ve r. 20.02.00A.1020.21
'\GENs����'�c
d,
No. 648
1% STATE OF Act
C 0 A �Z/l AIAC�
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ IR- /Rh /Rw /U /RL
A 60 A A /33 /36 /49
D 15 A /- /8 /- /-
C 63 A A /43 /59 A
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 DRAWINGI
**IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire e)d erne care in fabricating, handlin , shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Componen Safety `nformation, by TPI an SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary
bracing aer BCSI. Unless noted otherwise, top chord shall have roper) attached structural sheathing and bottom chord, shall have a properly
attached n id ceilin . Locations shown for permanent lateral respraint otYwebs shall have bracinginstalled per BCSI sections B3, B7 or B10,
as applicable. Apply lates to each face, of truss and position as shown above and on the Joinf etails, unless noted otherwise. R4er 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 A,,,,,,r,,.
truss in conformance with ANSI 1, orfor handling, shipping,, installs ion and bracing, of trusses. A seal on this dra n or cover pa 6750 Forum Drive
listing this drawingg, indicates acceptance of professional enccL�ineenng responsibilit�yy solely or the design shown. The suitability and use of 91is Suite 305
drawing for any sWcture is the responsibility of the Bwlding-Designer 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
FROM: 167314 / JACK Qty. GROZA BUIL ERS, INC. / ILATO'RTUGA-GAi41 /MARTIRE RESIDENCE �JBrwNDo? 19.2
1 1642.566444 21 T13
Truss Label: C2
T-1
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
7
A
D
2X4(A1)
I
1' min
3'
I 3'
Wind Criteria
Wind Std: ASCE 7-16
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height:15.00 It
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
GCpl: 0.18
Wind Duration:1.60
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):
I/CSI Criteria
Deflection in loc Udefl U#
IT(LL): NA
2T(CL): NA
RZ(LL): -0.001 D -
RZ(TL): 0.001 D -
ep Factor. 2.0
c TC CSI: 0.077
(BC CSI: 0.067
c Web CSI: 0.000
VIEW Ver: 20.02.00A.1020.21
°
No. 648
04/29/2021
9'4"9
co
♦ 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 P
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 DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s regtuire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
nen Safety Information, b TPI an SBCA) sa ety practices riot to performing these functions. Installe shall�provide tempos
Ber BCSI. Unless noted o�herwise, top chord shall have rgperP% attached structutal sheathing and bottom eliord shall have a properly
riggid ceiling Locations shown for ppermanent lateral resVa nt of webs shall have bracingq installed per BCSI sections B3, B7 or B10,
ieab�a. Apply plates to each face oT truss and position as shown above and on the Join i Details, unless noted otherwise. Refer to
Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
a division of ITW BuildiphComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
conformance with ANSI 1, or for handling, shipping,, installation, and bracingof trusses. A seal on this drawin or cover pa e
vs drawin , indicates acceptance of professional enc Lmeenng responsibility sole) or the design shown. The suitability and use of i�is
1 for any stgructure is the responsibility of the Building Designer per ANSIfrPI 1 & .2.
ALPINE
IW I1W OOMPANY
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167411 / JACK I Ply: 1 Job Number. G8265 Cust R761 JRet1X4Z7610010 l77
FROM: Qty: 1 /GROZA BUILDERS, INC. / ILA TOAGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56771
Truss Label: C2C JB / DF 04l29/2021
ling Criteria (psf)
L: 20.00
L: 7.00
L: 0.00
L: 10.00
Ld: 37.00
CLL: 10.00
t: 2.00
1 Duration: 1.25
:inp: 24.0 "
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
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: 3.06 it
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 pif at -1.00 to
55 pif at 3.00
BC: From 4 pif at -1.00 to
4 pif at 0.00
BC: From 20 plf at 0.00 to
20 pif 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 MODIFIEDI
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 C
3'
3'
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 An Ed. 2020 Res.
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
T
� M
Defl/CSI Criteria
PP Deflection in loc Udefl U#
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
Ver. 20.02.00A.1020.21
__,,p►S FCC "+,d
••�w•••rte�•��j�I4
EN
i
No. 648
• Ai
% ATE OF
COA #07,81�NAL
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 P /98 /65 /-
C 51 P P /33 /77 P
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 febricatin , handling sh! p!ng, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
i[ Safe Infformation, by TPlanu SBCq) for satPety practices poor to performing these functions. Installers shall provide temporary
r BCSI. nless noted otherwise, top chord shall have rgperi attached structural shea)hmg and bottom chord. shall have a properly
ppid ceiling. Locations shown for permanent lateral res�ramt of webs shall have bracingg installed per BCSI sections B3, B7 or B10,
le. Apply lates to each face of truss and position as shown above and on the Joir)TDetaits, unless noted otherwise. i#efer to
60A-Z for s�andard plate posI 'ons. Refer to job's General Notes page for additional information.
deviation from this drawing, any failure to build the
of trusses. A seal on this drawin or cover page
or the design shown. The su!tabilit and use of Cis
ALPINE
NE
For
any
mmcowr
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN:167315/ JACK Ply: 1 Job Number: G8265 CustR761 JRet1X4Z7610010 no
FROM: City: 4 /GROZA BUILDERS, INC. / /L.A TORTbGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56599
Truss Label: C3 �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;
C
10'2"9
12
5
M
CV 9)
B CV
D
5'
1 5'
I Criteria
I Std: ASCE 7-16
�d: 170 mph
)sure: Closed
Category: it
C Kzt: NA
i Height: 15.00 It
L: 4.0 psf
L: 4.0 psf
:RS Parallel Dist: 0 to h/2
Dist a: 3.00 ft
from endwall: Any
GCpi: 0.18
Duration: 1.60
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.
ow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
NA Ct: NA CAT: NA
PP Deflection in loc Udefl U#
NA Ce: NA
VERT(LL): NA
NA Cs: NA
VERT(CL): NA
)w Duration: NA
HORZ(LL): -0.006 D -
HORZ(TL): 0.010 D -
Iding Code:
Creep Factor. 2.0
7th Ed. 2020 Res.
Max TC CSI: 0.295
Std: 2014
Max BC CSI: 0.228
3 Fac: Yes
Max Web CSI: 0.000
RT:20(0)/5(0)
to Type(s):
VIEW Ver: 20.02.00A.1020.21
vF
S FLOC""f�
EN
o
No. 648
i ATE OF Q:
• ,• tit
i`ORi*��,��'
04/29/2021
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING l
quire extreme care in fabricatinq, handling, shipping, Instailinq and bracing. _ Refer to an
a division of
page
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 261 /- /-
/199 /128 /145
D 89 /- /-
/50 /2 /-
C 117 /- /-
176 /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#
Of
deviation from this drawing, any failure to build the
of trusses. A seal on this drawn or cover page
2r the design shown. The suitability and use of this
ALPINE
For
ANITWCD er
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167316 / JACK Ply. 1 Job Number. G8265 Cust R761 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 � C
4"1
7
ling Criteria (psi)
Wind Criteria
L: 20.00
Wind Std: ASCE 7-16
L: 7.00
Speed: 170 mph
L: 0.00
Enclosure: Closed
L: 10.00
Risk Category: II
EXP: C Kzt: NA
Ld: 37.00
Mean Height: 15.00 ft
CLL: 10.00
TCDL: 4.0 psf
t: 2.00
BCDL: 4.0 psf
I Duration: 1.25
MWFRS Parallel Dist: 0 to h/2
.Ing: 24.0 "
C&C Dist a: 3.00 ft
Loc. from endwali: 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 Sid: 2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
T T
CO
i—
Defl/CSI Criteria
PP Deflection in loc Udefl U#
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
Ve r. 20.02.00A.1020.21
�`'��,�►S FLOC
O.••' �GENS�•�,
No. 648
f
. % ATE of
COA # MAIL
04/29/2021
M
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 148 /- /- /142 199 /44
D 10 /A /- /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 DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
wqire exteme care in fabricating, handlingshipping, inptalling and bracing. , Refer to and follow the latest edition of BCSI (Building
t Safety Information, b TPI an SBCq r sa ety precbces nor to performing the a functions. Installers shall provide tempos
r BCSI. Unless noted otherwise, top cA�rd shall have roper% attached structural s. eathing and bottom hord shall have a proper y
,gid ceilinlq. Locations shown for pfermanenj lateral restraint olYwebs shall have bracinfq installed per BCSI sections B3, B7 or B10,
e. ADD v Dlates to each face o truss an position as s own above and on the Join Details. unless noted otherwise. Refer to
a division of
deviation from this drawing, any failure to build the
of trusses. A seal on this drawin or cover page
or the design shown. The suitability and use of is
ALPINE
any
Mw Co wa
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167317 / JACK Ply: 1 Job Number: G8265 Cust R761 JRet1X4Z7610010 T11
FROM: Qty: 7 /GROZA BUILDERS, INC. / /LA TO*JGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.66786
Truss Label: C5 �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
Spac!nq: 24.0 "
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
12 C
5 �
B r-
A
D
2X4(A1)
1' -1® 3'
3'
I Criteria
I Std: ASCE 7-16
ad: 170 mph
osure: Closed
Category: II
C Kzt: NA
n Height: 15.00 it
L: 4.0 psf
L: 4.0 psf
-RS Parallel Dist: 0 to h/2
Dist a: 3.00 It
from endwail: Any
GCp!: 0.18
1 Duration: 1.60
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 Fee: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
DefUCSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.001 D -
HORZ(TL): 0.001 D -
Creep Factor. 2.0
Max TC CSI: 0.077
Max BC CSI: 0.067
Max Web CSI: 0.000
Ver. 20.02.00A.1020.21
��,P►S FLU
o .••• ..cEN-0*96 'c�
No. 648
f
' �-rE oF
son 9*
COA #o 1®A14
04/29/2021
`*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING'
3uire extreme care in fabricatina. handlina. shipo!na. installing and bracing. _ Refer to an
a division of
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 191 A A /156 /99 196
D 50 A A /28 /0 /-
C 63 A A /39 170 A
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req = 1.6
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#
of
from this drawing, any failure to build the
s. A seal on this drawn or cover pa e
,!gn shown. The sultabilify and use of t�1is
ALPINE'
any
MnWcowv
6750 Forum Drive
Suite 305
Orlando FL, 32821
SEQN: 167318 / JACK Ply. 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T46
FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TGRTUGA-GNM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56646
Truss Label: C5S �JB / DF 04/29/2021
T
5"12
i
ling Criteria (psf)
Wind Criteria
L: 20.00
Wind Std: ASCE 7-16
L: 7.00
Speed: 170 mph
L: 0.00
Enclosure: Closed
L: 10.00
Risk Category: II
EXP: C Kzt: NA
Ld: 37.00
Mean Height: 15.00 It
CLL: 10.00
TCDL: 4.0 psf
t: 2.00
BCDL: 4.0 psf
I Duration' 1.25
MWFRS Parallel Dist: 0 to h/2
:ing: 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
94"9
A
8'1,r
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�srr
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection In loc Udell U#
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 Sid: 2014
Max BC CSI: 0.061
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/5(0)
Plate Type(s):
VIEW Ver. 20.02.00A.1020.21
WAX/P
S r
p ••. �G S`c '•.�'
No. 648
f
ATE OF
•
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
A 106 /- /- /68 141 166
C 48 /- /- /27 /- /-
B 66 P P /43 /74 P
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
s require extreme care in fabricatin , andlin shipping, installing and bracing. Re er to nd follow the latest edition of BCSI (Building
nenq Safe Information, by TPI ang ShBCA for sage practices pnor to erformin t age nctions. Installers shall provide temporary
per BCSI. Unless noted otnerwise top chord shall have proper)% attached Structural sheaa. in and bottom chord shall have a properly
i ' a. cAp Locations shown for ermanen laterel restraint of webs shall have bracm installed per BCSI sections B3, B7 or B10,
ni
ca6�e. Apply plates to each face, of truss an position as shown above and on the Joint9Details, unless noted otherwise. Ffefer to
is 160A-Z for standard plate positions. Refer to job's General Notes page for additional infonnation.
a division of ITW Buiidin Components Group Inc. shall not be responsible for any deviation from this drawing, an failure to build the
conformance with ANSIi� PI 1, or for handling, shipping,. installation and bracin of trusses. A seal on this drav�iino or cover pa e
lis drawing, indicates, acceptance of profess!on#l,engineenng responsibiiitxsoiely�orthe design shown. The suitability and use of Mis
ALPINE
NE
µmvmwwun
6750 Forum Drive
Suite 305
Orlando FL, 32821
SBCA: sbcindustry.com; ICC: !ccsafe.org; AWC:
SEQN: 167319 / JACK Ply: 1 Job Number. G8265 Cust: R 761 JRet1X4Z7610010 T21
FROM: Qty. 3 /GROZA BUILDERS, INC. / ILA TOFTUGA-GAVA /MARTIRE RESIDENCE DrwNo: 119.21.1642.56552
Truss Label: C6 �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;
C
12 10'2"9
5 �
M
CV 9)
B CV
A $,Vt
D
Mind Criteria
Wind Std: ASCE 7-16
Speed: 170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
i�
ow Criteria (Pg,Pf In PSF)
NA Ct: NA CAT: NA
NA Ce: NA
NA Cs: NA
)w Duration: NA
ding Code:
7th Ed. 2020 Res.
Sid: 2014
Fac: Yes
Type(s):
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.006 D -
HORZ(TL): 0.010 D -
Creep Factor: 2.0
Max TC CSI: 0.295
Max BC CSI: 0.228
Max Web CSI: 0.000
VIEW Ver: 20.02.00A.1020.21
\�S FLU J WWI
�CEN$�:o•••�,,
r
•
•
No. 646
�r
z STATE OF c
COA # 0AM.
04/29/2021
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
B 261 /- /-
/199 1128 /145
D 89 /- /
/50 /2 /
C 117 /- /-
/76 /126 A
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 DRAW INGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shippin , installing,and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI en SBCA) for safety rlrachces pnor to performing theSa functions. Installersshall provide tempo
ra
bracing �er BCSI., Unless noted o henanse, top chord shall have properly attached structupi sheathing and bottom hord, shall have a properly
attache ri4 id ceihn . Locations shown for permanent lateral restraint of webs shall have racin installed per BCSI sections B3, B7 or B10,
as applicable. Apply plates to each face, otruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine; ad ivision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, aw failure to build the u,r, a "
truss in Qonfornance with ANSI/l PI 1, or for handling, shipping,, installation and brac'mq of trusses. A seal on this drawin or cover pa 6750 Forum Drive
listing this drawin , indicates acceptance of prof ssional en meenng responsibility sole for the design shown. The suitability and use of this
drawing for any s ucture is the responsibility of the BuiI& g�esigner per ANSI/Twl 1 S c.2. Suite 305
For more information see these web sites: AI ine: al ineitw.com TPI: t inst.or SBCA: sbcindus .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821
SEQN: 167320 JACK Ply: 1 Job Number. G8265 Cust• R 761 JRef:1X4Z7610010 T58
FROM: Qty: 1 /GROZA BUILDERS, INC. / ILA TSir rUGXG9M /MARTIRE RESIDENCE DrwNo: 119.21.1642.56537
Truss Label: C6S �JB / DF 04/29/2021
5"12
4
B
12 10,2„9
5
�n
CV
A
")_ 8,1„
C
2X4(B1)
Loading Criteria (psi)
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 It
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 endwail: 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.
4,8e
418rr
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): -0.005 C - -
HORZ(TL): 0.007 C - -
Building Code:
Creep Factor: 2.0
FBC 7th Ed. 2020 Res.
Max TC CSI: 0.292
TPI Std: 2014
Max BC CSI: 0.214
Rep Fac: Yes
Max Web CSI: 0.000
FT/RT:20(0)/5(0)
Plate Type(s):
1 VIEW Ver: 20.02.00A.1020.21
%ArnvF
. �00 ate,jF41kz,
No. 48
M
COA #6''
ri
04/29/2021
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS
page
THE INSTALLERS
♦ Maximum Reactions (Ibs)
Gravity Non -Gravity
Loc R+ /R- /Rh /Rw /U /RL
A 181 P !-
/117 /75 /116
C 86 P P
/49 P /-
B 117 P P
177 /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 Rep = -
Bearing A is a rigid surface.
Members not listed have forces less than 375#
n of BCSI (Building
temporary
provide
lall have a properly
is
rs B3, 87 or 810,
rwise. Refer to
ALPINE
failure to build the
rN, Cowes
,, or cover pa a
li and use of is
6750 Forum Drive
Suite 305
rg; AWC: awc.org
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-relnforecement 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
Relnforecement
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
2-2x4M
2x8
1 row
2x6
1-2x8
2x8
2 rows
2x6
2-2x6W
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-Reinf orcement
Or T-Reinf.
L-Reinforcerlent; 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.
Scab
EN F-EMS-14
VA
ALPINE
ANITWCOMPANY
514 Earth City Expressway
Suite 242
EarthCIty,M083045
aVMMM" W.0 AM F U.OV ALL Honks w M MavuFO "�
�iM!" Flli = MW BRAVING ill ALL CDWn=Mn 1NL7. MNG 7lE 1NSi •
foilrn a`se tint extrene cam In
tlon t ton c�'°' ni sef or�ta y°�rPtb w s°txw f
es prior he pee, 'top these functions. Irnsrty a shall provide trap�•ry� bra •
Q top d10rd d ce have properly shown f structvnl saterat ion
ess rated property
shall have n properly attadxd lid ce&Ing. Lomtlons shown for pm+onent lnterol restrain
shall have bracing Installed per Bcsl sections B3, E7 or MO, as opdknble. Apply plates to ea o
an Joint B �w, M1ess noted o herrise.
Re erg to and itbn sham above ! plate
Refer to drnwi� 1f rr for stondnrd Plate positions,
Ina shall not be responamte for any devin
Alpine, n division of ITV o build Components conformance
this drawing, nrry failure to build the truss k� canfornnnce with ANSI/iPI L or for haMllny sNp
installation 6 bradng of trusses.
A sent on this drnhg or cover page listkp this drawYp. Indicates acceptance of professional
a er�q �o 1Fty solely far tfr shown` Z suttablUty and use of this drawft
fa_ siroery rsti+'ero -i tr the resporsbUtY or vne BuAdnD lkslgrrr per ANSVTPI 1 see2.
tpkwtwW SBM wvw b 1es pnadu �`+ these web sites,
ALppFor Alp1ft1twco j TPsee
sbclndustryargl ICO mJccsnfearg
�
°
i
ATE OF ••
w �A�.•���
/r
•• 4®R,0••�
•y
TC LL PSF
TC DL PSF
BC DL PSF
BC LL PSF
TOT, LD, PSF
REF CLR Subst,
DATE 01/02/19
DRWG BRCLBSUB0119
DUR, FAC.
SPACING
Gable Stud Reinforcement Detail
ASCE 7-16i 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
nrI 140 mnh Wind Snppd. 15' Mpnn Nolnh+_ Pnr+lnlly C.,,.,.--n Ti tt�+ = inn
S
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
(1) 1x4 'L' Brace lw
(1) 2x4 'L' Brace a
(2) 2x4 'L' Brace all
(1) 2x6 'L' Brace IN
(2) 2x6 'L' Brace
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
Group A
Group B
_j
d
U
o
Oj
S P F
H F
#1 / #2
3' 6'
6' 0'
6' 3'
7' 1'
7' 4'
8' 5'
B' 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'
Stud
3' 4'
5' 0'
5' 4'
6' 9'
7' 2'
8' 4'
8' 8'
10' 6'
11' 3'
13, 1'
13' 7'
Standard
3' 4'
4' 4'
4' 7'
5' 9'
6' 2'
7' 10'
8. 5'
9' 1'
9' 8'
12' 4'
13' 2'
S P
F
#1
3' 8'
6' 1'
6' 4'
7' 2'
7' 5'
8' 6'
8' 10'
11' 3'
11, 8'
13' 4'
13' 11'
#2
3' 6'
5' 9'
6' 2'
7' 1'
7' 4'
8' 5'
8' 9'
11' 1'
11' 7'
13' 3'
13' 9'
#3
3' 5'
4' 7'
4' 10'
6' V
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
QJ
\\
/
Q�
U
O
\
S P F
IJ P
fl
#1 / #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' 10'
6' 2'
7' 2'
8' 0'
8' 4'
9' 7'
9' 11'
12' 7'
13' 1'
14' 0'
1 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' V
7' 7'
9' 7'
9' 11'
11' 1'
11' 11'
14' 0'
14' 0'
S P
D F L
#1
4' 3'
7' 0'
7' 3'
8' 3'
8' 6'
9' 9'
10' 2'
12' 11'
13' 5'
14' 0'
14' 0'
#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'
11' 8'
12' 6'
14' 0'
14' 0'
Stud
3' 11'
5' 7'
5' 11'
7' 5'
7' 11'
9' 7'
10, 0'
11' 8'
12' 6'
14' 0'
14' 0'
Standard
3' 9'
4' 11'
5' 3'
6' 7'
7' 0'
8' ill
9' 6'
10' 4'
11' 1'
14' 0'
14' 0'
d
X
d
U
O
r-I
S P F
H F
#1 / #2
4' 5'
7' 7'
7' 10'
8' Ill
9' 3'
9' 8'
11' 1'
14' W
14' 0'
14' 0'
1 14' 0'
#3
4' 3'
7' 2'
7' 7'
e' 10,
9' 2'
10, 6'
10, Ill
13, 10'
14' 0'
14' 0'
14' 0'
Stud
4' 3'
7' 1'
7' 7'
8' 10,
9' 2'
10, 6'
10, ill
13' 10'
14' 0'
14' 0'
14' 0'
Standard
4' 3'
6' 6'
8' 2'
8' 9'
10' 6'
10, 11'
12' 10'
13' 9'
14' 0'
14' 0'
S P
D F L
#1
4' 8'
7' 11'
9' 0'
9' S'
10' 9'
11' 2'
14' 0'
14' 0'
14' 0'
14' 0'
#2
4' 5'
7' 10'
8' 11'
9' 3'
10, 8'
il' 1'
14' 0'
14' 0'
14' 0'
14' 0'
#3
4' 4'
15'8
6' 10'
8' 7'
9' 12'
10' 7'
11' 0'
13' 5'
14' 0'
14' 0'
14' 0'
Stud
4' 4'
6' 10'
8' 7'
9' 12'
10' 7'
li' 0'
13' S'
14' 0'
14' 0'
14' 0'
Standard
4' 3'
6' 1'
7' 7' 1
8' 1'
10' 3'
10' 11'
IS' 11'
12' 9'
14' 0'
14' 0'
oymn
About
able Truss
Diagonal brace option
vertical length may be
doubled when diagonal
18'
brace Is used. Connect
L
diagonal brace for 775#
at each end. Max web
'L' Brace End
total length Is 14'.
Zones, typ.
2x6 W-L #2 or
better diagonal
r
Vertical length shown
brace) single
8,
In table above,
45'
or double cut
(as shown) at
L
upper end.
Connect diagonn of
midpoint of vertical web.
Refer to
chart l
WARNUUM READ AND FOLLDV ALL NOTES ON THIS DRAVDU
oDPMANTwe FIRNISN THIS DRAVDG TD ALL CDNTRACRRS MMtMDG THE DIST
Trusses require extreme core N fabricating, haruft, shipping, Installing and bracing. Ref
follow the latest edtlon of SCSI ®ulld4eg CorQonent Safety Information, by TPI and SBCA) f s
provide
es prior to wisrfa'I+'n8 these functions. Installers shell structural
t y ngen
less rated otherwise, top diord shall have properly and bo �a
shall have n propeHY attacixd rigid celtrg• Locations shorn Por pernonent lateral restrain 1
shownattachedfor taterat
m
Shull have 6radng Installed per HCSI sections B3, H7 or BIO, as oppUcable. Apt plates to
trusty the t Details,
ALPINE
of and position as whom above and an .oa uninw noted atlw rwlse.
Refer to drawings 160A-z for standard plate positions.
AlpYu, a division of ITW Building Conpanents Inc. shop not be respons6,te for an yy deviatl
this droning, any 1, to build the truss In conformance with ANSVTPI L or for haMOrg, shlpi
AN RW compANY
hstallatbn 6 bracing of trusses.If
514 Earth City Expressway
AVrr y drawing or coverpapr of prof
tfwe de�slm ssttaw M sultabRty . Indicates of t drawing
Suite 242
for nnY bz ilfe responsNky of tia Building Desfyrrr per MSI/iPI 1 Sec2.
Earth City, MO 63045
For more Inforrmtion see this Job's general notes ppaage and these web site
ALP110 wwwalpYroltwconl TPB winr4pinstorgt SBCN wnsbeM% ry.orgl ICO nwlecsafe.org
a
53 i
ATE OF r �
aMee�e%2
0,,,AF
Bracing Group Species and Grades)
Group Al
S ruce-Pine-Fir Hem -Fir
XI / X2 Standard1 82 i Stud
#3 Stud #3 Standard
Dou las Flr-Larch Southern Pineeee
#3 #3
Stud Stud
Standard I I Standard
Group Ell
Hem-FIr
#1 6 Btr
X1
Doull
ins Fir -Larch Southern Pineeee
#1 #1
#2 1 1 X2
lx4 Braces shall be SRB (Stress -Rated Board).
aeFor lx4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grades.
Gable Truss Detoll Notesi
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' outlookei-s
with 2' 0' overhang, or le plywood overhang.
Attach 'L' braces with 10d (0128'x3.0' min) naffs.
X For (1) 'L' braces space nails at 2' o.c.
In 18' end zones and 4' o.c. between zones.
)Kwor C2) '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
Vertical Len tin No S lice
Less than 4. 0• 2X3
Greater then 4' 01, but 4X4
less than 10' 0'
+ Refer to common truss design for
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detail,
MAX, TOT, LD. 60 PSF
MAX. SPACING 24.0'
REF ASCE7-16—GAB18015
DATE 01/26/2018
DRWG A18015ENC160118
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JOB NO:
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PAGE
NO:
10