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HomeMy WebLinkAboutTruss EngLumber design values are in accordance with ANSI/TPI 1-2014 section 6.3
These truss designs rely on lumber values established by others.
RE: Job ARMSBSB2
Page 1 of 2
A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce, FL 34946Site Information:
Customer Info: RENAR DEVELOPMENT CO. Project Name: MORNINGSIDE
Lot/Block:Model: BERKSHIRE 2177
Subdivision: Address:
City: County: State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City:
General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading
Conditions):
Design Code: FBC 2017 RES / TPI 2014 Design Program: Alpine Engineered Products
Wind Code: ASCE 7-10 Wind Speed: 160
Roof Load: 37.0 psf Floor Load: 55.0 psf
This package includes 46 individual, dated Truss Design Drawings and 16 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules.
The truss drawing(s) referenced have been prepared by Alpine Engineered Products, Inc. under my direct supervision based on the parameters provided by A-1 Roof Trusses, Ltd.
Truss Design Engineer's Name: Rama Pranav Kristam
My license renewal date for the state of Florida is February 28,2021.
NOTE: The seal on these drawings indicate acceptance of professional engineering
responsibility solely for the truss components shown.
The suitability and use of components for any particular building is the responsibility of the building
designer, per ANSI/TPI-1 Sec. 2.
The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction
documents (also referred to at times as 'Structural Engineering Documents') provided by the Building
Designer indicating the nature and character of the work.
The design criteria therein have been transferred to Rama Pranav Kristam PE by [A1 Roof Trusses or
specific location]. These TDDs (also referred to at times as 'Structural Delegated'
Engineering Documents') are specialty structural component designs and may be part of the project's
deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty
Engineer), the seal here and on the TDD represents an acceptance of professional engineering
responsibility for the design of the single Truss depicted on the TDD only. The Building Designer is
responsible for and shall coordinate and review the TDDs for
compatibility with their written engineering requirements. Please review all TDDs and all related notes. Rama Pranav Kristam, P.E.
4451 St Lucie Blvd. Suite 201
Fort Pierce, FL 34946
No.Seq #Truss Name Date
1 3174 FL01 9/10/20
2 3183 FL01GE 9/10/20
3 3180 FL02 9/10/20
4 3177 FL02A 9/10/20
5 3186 FL02GE 9/10/20
6 3390 FL03 9/10/20
7 3393 FL03GE 9/10/20
8 3396 FL04 9/10/20
9 3168 FL04GE 9/10/20
10 3402 FL05 9/10/20
11 3399 FL05A 9/10/20
12 3249 A01 9/10/20
No.Seq #Truss Name Date
13 3255 A02 9/10/20
14 3259 A03 9/10/20
15 3265 A04 9/10/20
16 3269 A05 9/10/20
17 3275 A06 9/10/20
18 3282 A07 9/10/20
19 3289 A08 9/10/20
20 3295 A09 9/10/20
21 3348 A10 9/10/20
22 3342 A11 9/10/20
23 3338 A12 9/10/20
24 3334 A13 9/10/20
No.Seq #Truss Name Date
25 3367 B01 9/10/20
26 3378 B02 9/10/20
27 3372 B03 9/10/20
28 3213 HJ7 9/10/20
29 3225 HJ7A 9/10/20
30 3320 HJ7B 9/10/20
31 3204 J1 9/10/20
32 3216 J1A 9/10/20
33 3307 J1B 9/10/20
34 3207 J3 9/10/20
35 3219 J3A 9/10/20
36 3304 J3B 9/10/20
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
Lumber design values are in accordance with ANSI/TPI 1-2014 section 6.3
These truss designs rely on lumber values established by others.
RE: Job ARMSBSB2
Page 2 of 2
No.Seq #Truss Name Date
37 3210 J5 9/10/20
38 3222 J5A 9/10/20
39 3301 J5B 9/10/20
40 3201 J7 9/10/20
41 3298 J7B 9/10/20
42 3352 V01 9/10/20
43 3355 V02 9/10/20
44 3358 V03 9/10/20
45 3361 V04 9/10/20
46 3364 V05 9/10/20
47 STDL01 STD. DETAIL 9/10/20
48 STDL02 STD. DETAIL 9/10/20
49 STDL03 STD. DETAIL 9/10/20
50 STDL04 STD. DETAIL 9/10/20
51 STDL05 STD. DETAIL 9/10/20
52 STDL06 STD. DETAIL 9/10/20
53 STDL07 STD. DETAIL 9/10/20
54 STDL08 STD. DETAIL 9/10/20
55 STDL09 STD. DETAIL 9/10/20
56 STDL10 STD. DETAIL 9/10/20
57 STDL11 STD. DETAIL 9/10/20
58 STDL12 STD. DETAIL 9/10/20
59 STDL13 STD. DETAIL 9/10/20
60 STDL14 STD. DETAIL 9/10/20
61 STDL15 STD. DETAIL 9/10/20
62 STDL16 STD. DETAIL 9/10/20
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP M-30 T2,T3 2x6 SP 2400f-2.0E;
Bot chord 2x4 SP 2400f-2.0E
B2 2x6 SP 2400f-2.0E;
Webs 2x4 SP #3 W2 2x4 SP #2;
Lt Wedge: 2x4 SP #3;Rt Wedge: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on member.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 62 plf at -1.46 to 62 plf at 7.00
TC: From 31 plf at 7.00 to 31 plf at 27.67
TC: From 62 plf at 27.67 to 62 plf at 34.67
BC: From 14 plf at 0.00 to 14 plf at 7.03
BC: From 7 plf at 7.03 to 7 plf at 27.64
BC: From 14 plf at 27.64 to 14 plf at 34.67
TC: 254 lb Conc. Load at 7.03,27.64
TC: 186 lb Conc. Load at 9.06,11.06,13.06,15.06
17.06,17.60,19.60,21.60,23.60,25.60
BC: 442 lb Conc. Load at 7.03
BC: 111 lb Conc. Load at 9.06,11.06,13.06,15.06
17.06,17.60,19.60,21.60,23.60,25.60
BC: 464 lb Conc. Load at 27.64
Plating Notes
(++) - This plate works for both joints covered.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 7.00 27.67
BC 43 0.15 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 3204 /- /- /- /2456 /-
H 3126 /- /- /- /2380 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 2.7
H Brg Width = 3.5 Min Req = 2.6
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 -36
B - C 4894 -6354
C - D 6757 -8740
D - E 6817 -8812
Chords Tens. Comp.
E - F 6820 -8814
F - G 6820 -8814
G - H 4930 -6404
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 5600 -4303
N - M 5581 -4299
M - L 5582 -4299
L - K 8824 -6855
Chords Tens. Comp.
K - J 5628 -4332
J - I 5626 -4332
I - H 5647 -4337
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - C 500 -107
C - L 3537 -2750
L - D 1177 -1010
D - K 43 -14
Webs Tens. Comp.
E - K 1150 -976
K - G 3554 -2771
G - I 539 -128
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.47 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Varies by Ld Case
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.566 E 728 360
VERT(CL): 0.796 E 518 240
HORZ(LL): -0.155 I - -
HORZ(TL): 0.219 I - -
Creep Factor: 2.0
Max TC CSI: 0.931
Max BC CSI: 0.933
Max Web CSI: 0.802
Wgt: 184.1 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A01
Truss Type
HIPS
Qty
1
Ply
1 3249
09/10/2020
34'8"
7'20'8"7'
1'5"9
4"33'10"34'5"15(a)(a)
A
B
C D E F G
H
IJKLMN
6
12
4X12(B7R)
1.5X4
H0710
H0510 4X10
5X6
7X10
H0710(++)
H0510
H0710
1.5X4
5X10(B7R)
7'0"6
442#
254#
2'0"6
111#
186#
2'
111#
186#
2'
111#
186#
2'
111#
186#
2'
111#
186#
6"8
111#
186#
2'
111#
186#
2'
111#
186#
2'
111#
186#
2'
111#
186#
2'0"6
464#
253#
7'0"6
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP M-30 T2,T3 2x6 SP 2400f-2.0E;
Bot chord 2x4 SP 2400f-2.0E
B2 2x6 SP 2400f-2.0E;
Webs 2x4 SP #3 W2 2x4 SP #2;
Lt Wedge: 2x4 SP #3;Rt Wedge: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on member.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 62 plf at -1.46 to 62 plf at 7.00
TC: From 31 plf at 7.00 to 31 plf at 27.67
TC: From 62 plf at 27.67 to 62 plf at 34.67
BC: From 14 plf at 0.00 to 14 plf at 7.03
BC: From 7 plf at 7.03 to 7 plf at 27.64
BC: From 14 plf at 27.64 to 14 plf at 34.67
TC: 254 lb Conc. Load at 7.03,27.64
TC: 186 lb Conc. Load at 9.06,11.06,13.06,15.06
17.06,17.60,19.60,21.60,23.60,25.60
BC: 442 lb Conc. Load at 7.03
BC: 111 lb Conc. Load at 9.06,11.06,13.06,15.06
17.06,17.60,19.60,21.60,23.60,25.60
BC: 464 lb Conc. Load at 27.64
Plating Notes
(++) - This plate works for both joints covered.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 7.00 27.67
BC 43 0.15 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 3204 /- /- /- /2456 /-
H 3126 /- /- /- /2380 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 2.7
H Brg Width = 3.5 Min Req = 2.6
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 -36
B - C 4894 -6354
C - D 6757 -8740
D - E 6817 -8812
Chords Tens. Comp.
E - F 6820 -8814
F - G 6820 -8814
G - H 4930 -6404
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 5600 -4303
N - M 5581 -4299
M - L 5582 -4299
L - K 8824 -6855
Chords Tens. Comp.
K - J 5628 -4332
J - I 5626 -4332
I - H 5647 -4337
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - C 500 -107
C - L 3537 -2750
L - D 1177 -1010
D - K 43 -14
Webs Tens. Comp.
E - K 1150 -976
K - G 3554 -2771
G - I 539 -128
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.47 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Varies by Ld Case
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.566 E 728 360
VERT(CL): 0.796 E 518 240
HORZ(LL): -0.155 I - -
HORZ(TL): 0.219 I - -
Creep Factor: 2.0
Max TC CSI: 0.931
Max BC CSI: 0.933
Max Web CSI: 0.802
Wgt: 184.1 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A01
Truss Type
HIPS
Qty
1
Ply
1 3249
09/10/2020
34'8"
7'20'8"7'
1'5"9
4"33'10"34'5"15(a)(a)
A
B
C D E F G
H
IJKLMN
6
12
4X12(B7R)
1.5X4
H0710
H0510 4X10
5X6
7X10
H0710(++)
H0510
H0710
1.5X4
5X10(B7R)
7'0"6
442#
254#
2'0"6
111#
186#
2'
111#
186#
2'
111#
186#
2'
111#
186#
2'
111#
186#
6"8
111#
186#
2'
111#
186#
2'
111#
186#
2'
111#
186#
2'
111#
186#
2'0"6
464#
253#
7'0"6
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP M-30
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 9.00 25.67
BC 55 0.15 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1413 /- /- /844 /937 /214
G 1321 /- /- /737 /864 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.7
G Brg Width = 3.5 Min Req = 1.6
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 1566 -2335
C - D 1890 -2553
Chords Tens. Comp.
D - E 1890 -2553
E - F 1890 -2553
F - G 1575 -2346
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 1987 -1233
L - K 1992 -1232
K - J 1992 -1232
Chords Tens. Comp.
J - I 2004 -1231
I - H 2004 -1231
H - G 1999 -1232
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 312 0
C - J 639 -451
D - J 469 -508
Webs Tens. Comp.
J - F 625 -411
H - F 314 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.154 D 999 360
VERT(CL): 0.291 D 999 240
HORZ(LL): 0.057 H - -
HORZ(TL): 0.108 H - -
Creep Factor: 2.0
Max TC CSI: 0.643
Max BC CSI: 0.954
Max Web CSI: 0.746
Wgt: 152.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A02
Truss Type
HIPS
Qty
1
Ply
1 3255
09/10/2020
34'8"
9'16'8"9'
1'5"9
4"34'10"35'5"15A
B
C D E F
G
HIJKL
6
12
4X4(A2)
7X6(R)
1.5X3 3X6
1.5X4
3X8
H0308
3X6 1.5X3
7X6(R)
4X4(A2)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP M-30
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 9.00 25.67
BC 55 0.15 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1413 /- /- /844 /937 /214
G 1321 /- /- /737 /864 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.7
G Brg Width = 3.5 Min Req = 1.6
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 1566 -2335
C - D 1890 -2553
Chords Tens. Comp.
D - E 1890 -2553
E - F 1890 -2553
F - G 1575 -2346
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 1987 -1233
L - K 1992 -1232
K - J 1992 -1232
Chords Tens. Comp.
J - I 2004 -1231
I - H 2004 -1231
H - G 1999 -1232
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 312 0
C - J 639 -451
D - J 469 -508
Webs Tens. Comp.
J - F 625 -411
H - F 314 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.154 D 999 360
VERT(CL): 0.291 D 999 240
HORZ(LL): 0.057 H - -
HORZ(TL): 0.108 H - -
Creep Factor: 2.0
Max TC CSI: 0.643
Max BC CSI: 0.954
Max Web CSI: 0.746
Wgt: 152.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A02
Truss Type
HIPS
Qty
1
Ply
1 3255
09/10/2020
34'8"
9'16'8"9'
1'5"9
4"34'10"35'5"15A
B
C D E F
G
HIJKL
6
12
4X4(A2)
7X6(R)
1.5X3 3X6
1.5X4
3X8
H0308
3X6 1.5X3
7X6(R)
4X4(A2)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP M-30 B2 2x4 SP #2;
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 11.00 23.67
BC 72 0.15 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1413 /- /- /855 /935 /254
H 1321 /- /- /747 /862 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.7
H Brg Width = 3.5 Min Req = 1.6
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 1668 -2427
C - D 1464 -2077
D - E 1602 -2067
Chords Tens. Comp.
E - F 1602 -2067
F - G 1471 -2085
G - H 1680 -2443
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 2106 -1382
M - L 1792 -1028
L - K 1792 -1028
Chords Tens. Comp.
K - J 1798 -1022
J - I 1798 -1022
I - H 2124 -1389
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 421 -357
D - M 412 -116
D - K 364 -309
E - K 390 -413
Webs Tens. Comp.
K - F 356 -288
F - I 416 -127
I - G 435 -372
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.149 E 999 360
VERT(CL): 0.266 E 999 240
HORZ(LL): 0.050 I - -
HORZ(TL): 0.096 I - -
Creep Factor: 2.0
Max TC CSI: 0.601
Max BC CSI: 0.984
Max Web CSI: 0.399
Wgt: 169.4 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A03
Truss Type
HIPS
Qty
1
Ply
1 3259
09/10/2020
34'8"
11'12'8"11'
1'5"9
4"35'10"36'5"15A
B
C
D E F
G
H
IJKLM
6
12
4X4(A2)
1.5X4
6X6
3X4 4X6
1.5X3
3X8 4X6
6X6
3X4
1.5X4
4X4(A2)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP M-30 B2 2x4 SP #2;
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 11.00 23.67
BC 72 0.15 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1413 /- /- /855 /935 /254
H 1321 /- /- /747 /862 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.7
H Brg Width = 3.5 Min Req = 1.6
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 1668 -2427
C - D 1464 -2077
D - E 1602 -2067
Chords Tens. Comp.
E - F 1602 -2067
F - G 1471 -2085
G - H 1680 -2443
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 2106 -1382
M - L 1792 -1028
L - K 1792 -1028
Chords Tens. Comp.
K - J 1798 -1022
J - I 1798 -1022
I - H 2124 -1389
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 421 -357
D - M 412 -116
D - K 364 -309
E - K 390 -413
Webs Tens. Comp.
K - F 356 -288
F - I 416 -127
I - G 435 -372
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.149 E 999 360
VERT(CL): 0.266 E 999 240
HORZ(LL): 0.050 I - -
HORZ(TL): 0.096 I - -
Creep Factor: 2.0
Max TC CSI: 0.601
Max BC CSI: 0.984
Max Web CSI: 0.399
Wgt: 169.4 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A03
Truss Type
HIPS
Qty
1
Ply
1 3259
09/10/2020
34'8"
11'12'8"11'
1'5"9
4"35'10"36'5"15A
B
C
D E F
G
H
IJKLM
6
12
4X4(A2)
1.5X4
6X6
3X4 4X6
1.5X3
3X8 4X6
6X6
3X4
1.5X4
4X4(A2)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 13.00 21.67
BC 71 0.15 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottom chord live load in areas with
42"-high x 24"-wide clearance.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1413 /- /- /859 /665 /294
I 1321 /- /- /752 /614 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.7
I Brg Width = 3.5 Min Req = 1.6
Bearings B & I are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 1571 -2427
C - D 1353 -1916
D - E 1371 -1846
Chords Tens. Comp.
E - F 1339 -1642
F - G 1327 -1644
G - H 1375 -1918
H - I 1602 -2444
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - O 2093 -1284
O - N 2091 -1285
N - M 2091 -1285
M - L 1717 -950
Chords Tens. Comp.
L - K 2109 -1291
K - J 2109 -1291
J - I 2111 -1290
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - C 203 0
C - M 453 -525
E - M 485 -277
M - F 171 -199
Webs Tens. Comp.
F - L 171 -195
L - G 487 -300
L - H 482 -544
H - J 206 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.134 F 999 360
VERT(CL): 0.254 F 999 240
HORZ(LL): 0.058 J - -
HORZ(TL): 0.110 J - -
Creep Factor: 2.0
Max TC CSI: 0.600
Max BC CSI: 0.988
Max Web CSI: 0.541
Wgt: 179.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A04
Truss Type
HIPS
Qty
1
Ply
1 3265
09/10/2020
34'8"
13'8'8"13'
1'5"9
4"36'10"37'5"15A
B
C
D
E F G
H
I
JKLMNO
6
12
4X4(A2)
1.5X3
3X4
3X6
3X6
5X6
3X8
3X4
3X8
5X6
3X6
3X4
1.5X3
4X4(A2)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 13.00 21.67
BC 71 0.15 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottom chord live load in areas with
42"-high x 24"-wide clearance.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1413 /- /- /859 /665 /294
I 1321 /- /- /752 /614 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.7
I Brg Width = 3.5 Min Req = 1.6
Bearings B & I are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 1571 -2427
C - D 1353 -1916
D - E 1371 -1846
Chords Tens. Comp.
E - F 1339 -1642
F - G 1327 -1644
G - H 1375 -1918
H - I 1602 -2444
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - O 2093 -1284
O - N 2091 -1285
N - M 2091 -1285
M - L 1717 -950
Chords Tens. Comp.
L - K 2109 -1291
K - J 2109 -1291
J - I 2111 -1290
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - C 203 0
C - M 453 -525
E - M 485 -277
M - F 171 -199
Webs Tens. Comp.
F - L 171 -195
L - G 487 -300
L - H 482 -544
H - J 206 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.134 F 999 360
VERT(CL): 0.254 F 999 240
HORZ(LL): 0.058 J - -
HORZ(TL): 0.110 J - -
Creep Factor: 2.0
Max TC CSI: 0.600
Max BC CSI: 0.988
Max Web CSI: 0.541
Wgt: 179.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A04
Truss Type
HIPS
Qty
1
Ply
1 3265
09/10/2020
34'8"
13'8'8"13'
1'5"9
4"36'10"37'5"15A
B
C
D
E F G
H
I
JKLMNO
6
12
4X4(A2)
1.5X3
3X4
3X6
3X6
5X6
3X8
3X4
3X8
5X6
3X6
3X4
1.5X3
4X4(A2)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Bracing
(a) Continuous lateral restraint equally spaced on member.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 15.00 19.67
BC 70 0.15 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1413 /- /- /858 /662 /333
I 1321 /- /- /751 /611 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.7
I Brg Width = 3.5 Min Req = 1.6
Bearings B & I are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 1509 -2396
C - D 1244 -1773
D - E 1276 -1756
Chords Tens. Comp.
E - F 1247 -1490
F - G 1281 -1741
G - H 1251 -1767
H - I 1548 -2411
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - O 2056 -1214
O - N 2054 -1215
N - M 2054 -1215
M - L 1488 -755
Chords Tens. Comp.
L - K 2070 -1219
K - J 2070 -1219
J - I 2072 -1217
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - C 268 0
C - M 526 -647
E - M 422 -211
E - L 214 -210
Webs Tens. Comp.
L - F 424 -260
L - H 561 -668
H - J 272 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.126 M 999 360
VERT(CL): 0.239 M 999 240
HORZ(LL): 0.057 J - -
HORZ(TL): 0.109 J - -
Creep Factor: 2.0
Max TC CSI: 0.759
Max BC CSI: 0.984
Max Web CSI: 0.301
Wgt: 175.0 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A05
Truss Type
HIPS
Qty
1
Ply
1 3269
09/10/2020
34'8"
15'4'8"15'
1'5"9
4"37'10"38'5"15(a)(a)
A
B
CD
E F
G
H
I
JKLMNO
6
12
4X4(A2)
1.5X3
3X43X6
3X6
6X6
3X4 3X8
5X6
3X6
3X6
3X4
1.5X3
4X4(A2)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Bracing
(a) Continuous lateral restraint equally spaced on member.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 15.00 19.67
BC 70 0.15 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1413 /- /- /858 /662 /333
I 1321 /- /- /751 /611 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.7
I Brg Width = 3.5 Min Req = 1.6
Bearings B & I are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 1509 -2396
C - D 1244 -1773
D - E 1276 -1756
Chords Tens. Comp.
E - F 1247 -1490
F - G 1281 -1741
G - H 1251 -1767
H - I 1548 -2411
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - O 2056 -1214
O - N 2054 -1215
N - M 2054 -1215
M - L 1488 -755
Chords Tens. Comp.
L - K 2070 -1219
K - J 2070 -1219
J - I 2072 -1217
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - C 268 0
C - M 526 -647
E - M 422 -211
E - L 214 -210
Webs Tens. Comp.
L - F 424 -260
L - H 561 -668
H - J 272 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.126 M 999 360
VERT(CL): 0.239 M 999 240
HORZ(LL): 0.057 J - -
HORZ(TL): 0.109 J - -
Creep Factor: 2.0
Max TC CSI: 0.759
Max BC CSI: 0.984
Max Web CSI: 0.301
Wgt: 175.0 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A05
Truss Type
HIPS
Qty
1
Ply
1 3269
09/10/2020
34'8"
15'4'8"15'
1'5"9
4"37'10"38'5"15(a)(a)
A
B
CD
E F
G
H
I
JKLMNO
6
12
4X4(A2)
1.5X3
3X43X6
3X6
6X6
3X4 3X8
5X6
3X6
3X6
3X4
1.5X3
4X4(A2)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP M-30 T2,T3 2x4 SP #2;
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Bracing
(a) Continuous lateral restraint equally spaced on member.
Plating Notes
(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for
special positioning requirements.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 69 0.15 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1413 /- /- /844 /648 /374
H 1321 /- /- /736 /597 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.7
H Brg Width = 3.5 Min Req = 1.6
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 1359 -2345
C - D 1055 -1613
D - E 1093 -1604
Chords Tens. Comp.
E - F 1110 -1568
F - G 1078 -1614
G - H 1409 -2358
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 1999 -1062
M - L 1997 -1063
L - K 1997 -1063
Chords Tens. Comp.
K - J 2011 -1071
J - I 2011 -1071
I - H 2014 -1070
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - C 306 0
C - K 618 -755
E - K 842 -517
Webs Tens. Comp.
K - G 634 -771
G - I 308 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.117 K 999 360
VERT(CL): 0.221 K 999 240
HORZ(LL): 0.057 I - -
HORZ(TL): 0.109 I - -
Creep Factor: 2.0
Max TC CSI: 0.731
Max BC CSI: 0.964
Max Web CSI: 0.752
Wgt: 161.0 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A06
Truss Type
HIPS
Qty
1
Ply
1 3275
09/10/2020
34'8"
17'8"17'
1'5"9
4"38'10"39'5"15(a)(a)
A
B
CD
E
F
G
H
IJKLM
6
12
4X4(A2)
1.5X3
3X4(**)
4X6
3X6
H0510
3X8 3X6
3X6
3X4
1.5X3
4X4(A2)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP M-30 T2,T3 2x4 SP #2;
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Bracing
(a) Continuous lateral restraint equally spaced on member.
Plating Notes
(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for
special positioning requirements.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 69 0.15 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1413 /- /- /844 /648 /374
H 1321 /- /- /736 /597 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.7
H Brg Width = 3.5 Min Req = 1.6
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 1359 -2345
C - D 1055 -1613
D - E 1093 -1604
Chords Tens. Comp.
E - F 1110 -1568
F - G 1078 -1614
G - H 1409 -2358
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 1999 -1062
M - L 1997 -1063
L - K 1997 -1063
Chords Tens. Comp.
K - J 2011 -1071
J - I 2011 -1071
I - H 2014 -1070
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - C 306 0
C - K 618 -755
E - K 842 -517
Webs Tens. Comp.
K - G 634 -771
G - I 308 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.117 K 999 360
VERT(CL): 0.221 K 999 240
HORZ(LL): 0.057 I - -
HORZ(TL): 0.109 I - -
Creep Factor: 2.0
Max TC CSI: 0.731
Max BC CSI: 0.964
Max Web CSI: 0.752
Wgt: 161.0 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A06
Truss Type
HIPS
Qty
1
Ply
1 3275
09/10/2020
34'8"
17'8"17'
1'5"9
4"38'10"39'5"15(a)(a)
A
B
CD
E
F
G
H
IJKLM
6
12
4X4(A2)
1.5X3
3X4(**)
4X6
3X6
H0510
3X8 3X6
3X6
3X4
1.5X3
4X4(A2)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP M-30 T2,T3 2x4 SP #2;
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Bracing
(a) Continuous lateral restraint equally spaced on member.
Plating Notes
(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for
special positioning requirements.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 69 0.15 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1413 /- /- /850 /659 /380
H 1321 /- /- /742 /608 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.7
H Brg Width = 3.5 Min Req = 1.6
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 1382 -2345
C - D 1083 -1613
D - E 1123 -1604
Chords Tens. Comp.
E - F 1140 -1568
F - G 1106 -1614
G - H 1437 -2358
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 1999 -1082
M - L 1997 -1083
L - K 1997 -1083
Chords Tens. Comp.
K - J 2011 -1096
J - I 2011 -1096
I - H 2014 -1095
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - C 306 0
C - K 613 -755
E - K 843 -515
Webs Tens. Comp.
K - G 628 -772
G - I 308 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.117 K 999 360
VERT(CL): 0.221 K 999 240
HORZ(LL): 0.057 I - -
HORZ(TL): 0.109 I - -
Creep Factor: 2.0
Max TC CSI: 0.720
Max BC CSI: 0.995
Max Web CSI: 0.749
Wgt: 162.4 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A07
Truss Type
COMN
Qty
1
Ply
1 3282
09/10/2020
34'8"
17'4"17'4"
1'5"9
4"39'0"39'7"15(a)(a)
A
B
CD
E
F
G
H
IJKLM
6
12
4X4(A2)
1.5X3
3X4(**)
4X6
3X6
5X6
3X8 3X6
3X6
3X4
1.5X3
4X4(A2)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP M-30 T2,T3 2x4 SP #2;
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Bracing
(a) Continuous lateral restraint equally spaced on member.
Plating Notes
(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for
special positioning requirements.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 69 0.15 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1413 /- /- /850 /659 /380
H 1321 /- /- /742 /608 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.7
H Brg Width = 3.5 Min Req = 1.6
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 1382 -2345
C - D 1083 -1613
D - E 1123 -1604
Chords Tens. Comp.
E - F 1140 -1568
F - G 1106 -1614
G - H 1437 -2358
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 1999 -1082
M - L 1997 -1083
L - K 1997 -1083
Chords Tens. Comp.
K - J 2011 -1096
J - I 2011 -1096
I - H 2014 -1095
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - C 306 0
C - K 613 -755
E - K 843 -515
Webs Tens. Comp.
K - G 628 -772
G - I 308 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.117 K 999 360
VERT(CL): 0.221 K 999 240
HORZ(LL): 0.057 I - -
HORZ(TL): 0.109 I - -
Creep Factor: 2.0
Max TC CSI: 0.720
Max BC CSI: 0.995
Max Web CSI: 0.749
Wgt: 162.4 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A07
Truss Type
COMN
Qty
1
Ply
1 3282
09/10/2020
34'8"
17'4"17'4"
1'5"9
4"39'0"39'7"15(a)(a)
A
B
CD
E
F
G
H
IJKLM
6
12
4X4(A2)
1.5X3
3X4(**)
4X6
3X6
5X6
3X8 3X6
3X6
3X4
1.5X3
4X4(A2)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP M-30 T2 2x4 SP #2;
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Bracing
(a) Continuous lateral restraint equally spaced on member.
Plating Notes
(**) 2 plate(s) require special positioning. Refer to scaled plate plot details for
special positioning requirements.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 72 0.15 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1411 /- /- /844 /647 /398
H 1411 /- /- /844 /647 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.7
H Brg Width = 3.5 Min Req = 1.7
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 1343 -2340
C - D 1051 -1609
D - E 1089 -1600
Chords Tens. Comp.
E - F 1089 -1600
F - G 1051 -1609
G - H 1343 -2340
H - I 39 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 1995 -961
N - M 1992 -962
M - L 1992 -962
Chords Tens. Comp.
L - K 1992 -1000
K - J 1992 -1000
J - H 1995 -999
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - C 306 0
C - L 615 -753
E - L 834 -491
Webs Tens. Comp.
L - G 615 -753
G - J 306 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.118 L 999 360
VERT(CL): 0.223 L 999 240
HORZ(LL): 0.057 J - -
HORZ(TL): 0.108 J - -
Creep Factor: 2.0
Max TC CSI: 0.727
Max BC CSI: 0.974
Max Web CSI: 0.714
Wgt: 162.4 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A08
Truss Type
HIPS
Qty
1
Ply
1 3289
09/10/2020
34'8"
17'8"17'
1'5"9 1'5"9
4"38'10"39'5"15(a)(a)
A
B
CD
E
F G
H
I
JKLMN
6
12
4X4(A2)
1.5X3
3X4(**)
4X6
3X6
H0510
3X8 3X6
4X6
3X4(**)
1.5X3
4X4(A2)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP M-30 T2 2x4 SP #2;
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Bracing
(a) Continuous lateral restraint equally spaced on member.
Plating Notes
(**) 2 plate(s) require special positioning. Refer to scaled plate plot details for
special positioning requirements.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 72 0.15 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1411 /- /- /844 /647 /398
H 1411 /- /- /844 /647 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.7
H Brg Width = 3.5 Min Req = 1.7
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 1343 -2340
C - D 1051 -1609
D - E 1089 -1600
Chords Tens. Comp.
E - F 1089 -1600
F - G 1051 -1609
G - H 1343 -2340
H - I 39 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 1995 -961
N - M 1992 -962
M - L 1992 -962
Chords Tens. Comp.
L - K 1992 -1000
K - J 1992 -1000
J - H 1995 -999
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - C 306 0
C - L 615 -753
E - L 834 -491
Webs Tens. Comp.
L - G 615 -753
G - J 306 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.118 L 999 360
VERT(CL): 0.223 L 999 240
HORZ(LL): 0.057 J - -
HORZ(TL): 0.108 J - -
Creep Factor: 2.0
Max TC CSI: 0.727
Max BC CSI: 0.974
Max Web CSI: 0.714
Wgt: 162.4 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A08
Truss Type
HIPS
Qty
1
Ply
1 3289
09/10/2020
34'8"
17'8"17'
1'5"9 1'5"9
4"38'10"39'5"15(a)(a)
A
B
CD
E
F G
H
I
JKLMN
6
12
4X4(A2)
1.5X3
3X4(**)
4X6
3X6
H0510
3X8 3X6
4X6
3X4(**)
1.5X3
4X4(A2)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Bracing
(a) Continuous lateral restraint equally spaced on member.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 15.00 19.67
BC 73 0.15 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1411 /- /- /859 /661 /357
I 1411 /- /- /859 /661 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.7
I Brg Width = 3.5 Min Req = 1.7
Bearings B & I are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 1492 -2392
C - D 1232 -1768
D - E 1260 -1727
E - F 1242 -1485
Chords Tens. Comp.
F - G 1256 -1720
G - H 1228 -1761
H - I 1491 -2392
I - J 39 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 2053 -1116
P - O 2051 -1117
O - N 2051 -1117
N - M 1483 -662
Chords Tens. Comp.
M - L 2051 -1155
L - K 2051 -1155
K - I 2053 -1153
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
P - C 268 0
C - N 529 -649
E - N 421 -209
E - M 213 -209
Webs Tens. Comp.
M - F 423 -240
M - H 531 -652
H - K 269 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.128 N 999 360
VERT(CL): 0.240 N 999 240
HORZ(LL): 0.057 K - -
HORZ(TL): 0.108 K - -
Creep Factor: 2.0
Max TC CSI: 0.749
Max BC CSI: 0.987
Max Web CSI: 0.300
Wgt: 177.8 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A09
Truss Type
HIPS
Qty
1
Ply
1 3295
09/10/2020
34'8"
15'4'8"15'
1'5"9 1'5"9
4"37'10"38'5"15(a)(a)
A
B
C
D
E F
G
H
I
J
KLMNOP
6
12
4X4(A2)
1.5X3
3X4
3X6
3X6
5X6
3X4 3X8
5X6
3X6
3X6
3X4
1.5X3
4X4(A2)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Bracing
(a) Continuous lateral restraint equally spaced on member.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 15.00 19.67
BC 73 0.15 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1411 /- /- /859 /661 /357
I 1411 /- /- /859 /661 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.7
I Brg Width = 3.5 Min Req = 1.7
Bearings B & I are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 1492 -2392
C - D 1232 -1768
D - E 1260 -1727
E - F 1242 -1485
Chords Tens. Comp.
F - G 1256 -1720
G - H 1228 -1761
H - I 1491 -2392
I - J 39 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 2053 -1116
P - O 2051 -1117
O - N 2051 -1117
N - M 1483 -662
Chords Tens. Comp.
M - L 2051 -1155
L - K 2051 -1155
K - I 2053 -1153
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
P - C 268 0
C - N 529 -649
E - N 421 -209
E - M 213 -209
Webs Tens. Comp.
M - F 423 -240
M - H 531 -652
H - K 269 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.128 N 999 360
VERT(CL): 0.240 N 999 240
HORZ(LL): 0.057 K - -
HORZ(TL): 0.108 K - -
Creep Factor: 2.0
Max TC CSI: 0.749
Max BC CSI: 0.987
Max Web CSI: 0.300
Wgt: 177.8 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A09
Truss Type
HIPS
Qty
1
Ply
1 3295
09/10/2020
34'8"
15'4'8"15'
1'5"9 1'5"9
4"37'10"38'5"15(a)(a)
A
B
C
D
E F
G
H
I
J
KLMNOP
6
12
4X4(A2)
1.5X3
3X4
3X6
3X6
5X6
3X4 3X8
5X6
3X6
3X6
3X4
1.5X3
4X4(A2)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 13.00 21.67
BC 74 0.15 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottom chord live load in areas with
42"-high x 24"-wide clearance.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1411 /- /- /860 /663 /317
J 1411 /- /- /860 /663 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.7
J Brg Width = 3.5 Min Req = 1.7
Bearings B & J are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 1553 -2422
C - D 1333 -1911
D - E 1351 -1841
E - F 1321 -1638
Chords Tens. Comp.
F - G 1321 -1638
G - H 1351 -1841
H - I 1333 -1911
I - J 1552 -2422
J - K 39 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Q 2089 -1185
Q - P 2087 -1186
P - O 2087 -1186
O - N 1712 -882
Chords Tens. Comp.
N - M 2087 -1224
M - L 2087 -1224
L - J 2089 -1223
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Q - C 203 0
C - O 455 -526
E - O 484 -274
O - F 170 -196
Webs Tens. Comp.
F - N 170 -195
N - G 484 -275
N - I 454 -526
I - L 203 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.135 F 999 360
VERT(CL): 0.255 F 999 240
HORZ(LL): 0.058 L - -
HORZ(TL): 0.110 L - -
Creep Factor: 2.0
Max TC CSI: 0.588
Max BC CSI: 0.989
Max Web CSI: 0.523
Wgt: 182.0 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A10
Truss Type
HIPS
Qty
1
Ply
1 3348
09/10/2020
34'8"
13'8'8"13'
1'5"9 1'5"9
4"36'10"37'5"15A
B
C
D
E F G
H
I
J
K
LMNOPQ
6
12
4X4(A2)
1.5X3
3X4
3X6
3X6
5X6
3X8
3X4
3X8
5X6
3X6
3X6
3X4
1.5X3
4X4(A2)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 13.00 21.67
BC 74 0.15 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottom chord live load in areas with
42"-high x 24"-wide clearance.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1411 /- /- /860 /663 /317
J 1411 /- /- /860 /663 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.7
J Brg Width = 3.5 Min Req = 1.7
Bearings B & J are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 1553 -2422
C - D 1333 -1911
D - E 1351 -1841
E - F 1321 -1638
Chords Tens. Comp.
F - G 1321 -1638
G - H 1351 -1841
H - I 1333 -1911
I - J 1552 -2422
J - K 39 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Q 2089 -1185
Q - P 2087 -1186
P - O 2087 -1186
O - N 1712 -882
Chords Tens. Comp.
N - M 2087 -1224
M - L 2087 -1224
L - J 2089 -1223
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Q - C 203 0
C - O 455 -526
E - O 484 -274
O - F 170 -196
Webs Tens. Comp.
F - N 170 -195
N - G 484 -275
N - I 454 -526
I - L 203 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.135 F 999 360
VERT(CL): 0.255 F 999 240
HORZ(LL): 0.058 L - -
HORZ(TL): 0.110 L - -
Creep Factor: 2.0
Max TC CSI: 0.588
Max BC CSI: 0.989
Max Web CSI: 0.523
Wgt: 182.0 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A10
Truss Type
HIPS
Qty
1
Ply
1 3348
09/10/2020
34'8"
13'8'8"13'
1'5"9 1'5"9
4"36'10"37'5"15A
B
C
D
E F G
H
I
J
K
LMNOPQ
6
12
4X4(A2)
1.5X3
3X4
3X6
3X6
5X6
3X8
3X4
3X8
5X6
3X6
3X6
3X4
1.5X3
4X4(A2)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP M-30 T3 2x4 SP #2;
Bot chord 2x4 SP M-30 B3 2x4 SP #2;
Webs 2x4 SP #3 W6 2x4 SP #2;
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 11.00 23.67
BC 56 0.15 11.12
BC 57 11.12 18.65
BC 76 18.73 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1414 /- /- /854 /933 /278
H 1411 /- /- /855 /932 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.6
H Brg Width = 3.5 Min Req = 1.7
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 2847 -4419
C - D 2412 -3931
D - E 2297 -3527
Chords Tens. Comp.
E - F 2799 -4241
F - G 1437 -2062
G - H 1653 -2425
H - I 39 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 4001 -2442
N - L 4271 -2391
M - K 25 -18
Chords Tens. Comp.
K - J 25 -18
J - H 2106 -1325
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 552 -397
D - N 1286 -656
N - E 611 -795
E - L 211 -116
L - M 27 -1
Webs Tens. Comp.
L - J 2014 -1078
L - F 2811 -1615
J - F 446 -729
J - G 438 -376
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.393 E 999 360
VERT(CL): 0.742 E 556 240
HORZ(LL): 0.236 J - -
HORZ(TL): 0.444 J - -
Creep Factor: 2.0
Max TC CSI: 0.648
Max BC CSI: 0.977
Max Web CSI: 0.961
Wgt: 176.4 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A11
Truss Type
HIPS
Qty
1
Ply
1 3342
09/10/2020
34'8"
11'12'8"11'
11'1"8 7'5"8 16'1"1'5"9 1'5"9
4"32'8"85'10"36'5"15A
B
C
D E F
G
H
I
JK
L
M
N
6
12
3
12
3X8(A1)
1.5X3
5X6
5X10(SRS)
3X4
H0714
1.5X3 3X6 4X10
5X10
1.5X4
4X4(A2)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP M-30 T3 2x4 SP #2;
Bot chord 2x4 SP M-30 B3 2x4 SP #2;
Webs 2x4 SP #3 W6 2x4 SP #2;
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 11.00 23.67
BC 56 0.15 11.12
BC 57 11.12 18.65
BC 76 18.73 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1414 /- /- /854 /933 /278
H 1411 /- /- /855 /932 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.6
H Brg Width = 3.5 Min Req = 1.7
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 2847 -4419
C - D 2412 -3931
D - E 2297 -3527
Chords Tens. Comp.
E - F 2799 -4241
F - G 1437 -2062
G - H 1653 -2425
H - I 39 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 4001 -2442
N - L 4271 -2391
M - K 25 -18
Chords Tens. Comp.
K - J 25 -18
J - H 2106 -1325
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 552 -397
D - N 1286 -656
N - E 611 -795
E - L 211 -116
L - M 27 -1
Webs Tens. Comp.
L - J 2014 -1078
L - F 2811 -1615
J - F 446 -729
J - G 438 -376
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.393 E 999 360
VERT(CL): 0.742 E 556 240
HORZ(LL): 0.236 J - -
HORZ(TL): 0.444 J - -
Creep Factor: 2.0
Max TC CSI: 0.648
Max BC CSI: 0.977
Max Web CSI: 0.961
Wgt: 176.4 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A11
Truss Type
HIPS
Qty
1
Ply
1 3342
09/10/2020
34'8"
11'12'8"11'
11'1"8 7'5"8 16'1"1'5"9 1'5"9
4"32'8"85'10"36'5"15A
B
C
D E F
G
H
I
JK
L
M
N
6
12
3
12
3X8(A1)
1.5X3
5X6
5X10(SRS)
3X4
H0714
1.5X3 3X6 4X10
5X10
1.5X4
4X4(A2)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP M-30 T2 2x4 SP #2;
Bot chord 2x4 SP M-30 B3,B4 2x4 SP #2;
Webs 2x4 SP #3 W7 2x4 SP #2;
Bracing
(a) Continuous lateral restraint equally spaced on member.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 9.00 25.67
BC 58 0.15 9.12
BC 54 9.12 18.73
BC 58 18.73 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1414 /- /- /844 /935 /238
H 1411 /- /- /845 /935 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.6
H Brg Width = 3.5 Min Req = 1.7
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 2657 -4266
C - D 2554 -3782
D - E 3377 -5118
Chords Tens. Comp.
E - F 3377 -5118
F - G 3345 -5063
G - H 1545 -2326
H - I 39 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - O 3832 -2189
O - N 4611 -2673
N - L 4614 -2675
Chords Tens. Comp.
M - K 63 -36
K - J 63 -36
J - H 1979 -1169
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - O 1432 -746
O - D 650 -926
D - N 131 -80
D - L 555 -372
F - L 353 -334
Webs Tens. Comp.
L - M 81 0
L - J 1997 -1172
L - G 3268 -1962
J - G 443 -529
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.509 F 811 360
VERT(CL): 0.958 F 430 240
HORZ(LL): 0.258 J - -
HORZ(TL): 0.486 J - -
Creep Factor: 2.0
Max TC CSI: 0.952
Max BC CSI: 0.996
Max Web CSI: 0.761
Wgt: 166.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A12
Truss Type
HIPS
Qty
1
Ply
1 3338
09/10/2020
34'8"
9'16'8"9'
9'1"8 9'5"8 16'1"1'5"9 1'5"9
4"32'2"84'10"35'5"15(a)
(a)
A
B
C D E F G
H
I
JK
L
M
NO
6
12
3
12
3X8(A1)
5X6
5X10(SRS)
3X8
1.5X3
H0308 1.5X3
6X10
1.5X4 3X6 3X8
6X12
4X4(A2)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP M-30 T2 2x4 SP #2;
Bot chord 2x4 SP M-30 B3,B4 2x4 SP #2;
Webs 2x4 SP #3 W7 2x4 SP #2;
Bracing
(a) Continuous lateral restraint equally spaced on member.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 9.00 25.67
BC 58 0.15 9.12
BC 54 9.12 18.73
BC 58 18.73 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1414 /- /- /844 /935 /238
H 1411 /- /- /845 /935 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.6
H Brg Width = 3.5 Min Req = 1.7
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 2657 -4266
C - D 2554 -3782
D - E 3377 -5118
Chords Tens. Comp.
E - F 3377 -5118
F - G 3345 -5063
G - H 1545 -2326
H - I 39 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - O 3832 -2189
O - N 4611 -2673
N - L 4614 -2675
Chords Tens. Comp.
M - K 63 -36
K - J 63 -36
J - H 1979 -1169
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - O 1432 -746
O - D 650 -926
D - N 131 -80
D - L 555 -372
F - L 353 -334
Webs Tens. Comp.
L - M 81 0
L - J 1997 -1172
L - G 3268 -1962
J - G 443 -529
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.509 F 811 360
VERT(CL): 0.958 F 430 240
HORZ(LL): 0.258 J - -
HORZ(TL): 0.486 J - -
Creep Factor: 2.0
Max TC CSI: 0.952
Max BC CSI: 0.996
Max Web CSI: 0.761
Wgt: 166.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A12
Truss Type
HIPS
Qty
1
Ply
1 3338
09/10/2020
34'8"
9'16'8"9'
9'1"8 9'5"8 16'1"1'5"9 1'5"9
4"32'2"84'10"35'5"15(a)
(a)
A
B
C D E F G
H
I
JK
L
M
NO
6
12
3
12
3X8(A1)
5X6
5X10(SRS)
3X8
1.5X3
H0308 1.5X3
6X10
1.5X4 3X6 3X8
6X12
4X4(A2)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x6 SP 2400f-2.0E T1 2x4 SP M-30;
T4 2x4 SP #2;
Bot chord 2x4 SP 2400f-2.0E B3,B4 2x4 SP #2;
Webs 2x4 SP #3 W5,W6 2x4 SP #2;
W7 2x4 SP M-30;
Bracing
(a) Continuous lateral restraint equally spaced on member.
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 62 plf at -1.46 to 62 plf at 7.00
TC: From 31 plf at 7.00 to 31 plf at 27.67
TC: From 62 plf at 27.67 to 62 plf at 36.13
BC: From 14 plf at 0.00 to 14 plf at 7.26
BC: From 7 plf at 7.26 to 7 plf at 27.64
BC: From 14 plf at 27.64 to 14 plf at 34.67
TC: 205 lb Conc. Load at 7.03
TC: 184 lb Conc. Load at 9.06,11.06,13.06,15.06
17.06,17.60
TC: 186 lb Conc. Load at 19.60,21.60,23.60,25.60
TC: 254 lb Conc. Load at 27.64
BC: 506 lb Conc. Load at 7.03
BC: 111 lb Conc. Load at 9.06,11.06,13.06,15.06
17.06,17.60,19.60,21.60,23.60,25.60
BC: 442 lb Conc. Load at 27.64
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 7.00 27.67
BC 64 0.15 7.26
BC 48 7.26 18.73
BC 68 18.73 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 3206 /- /- /- /2449 /-
I 3196 /- /- /- /2451 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
I Brg Width = 3.5 Min Req = 1.9
Bearings B & I are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 20 -18
B - C 4525 -5876
C - D 4255 -5549
D - E 4255 -5549
E - F 7486 -9599
Chords Tens. Comp.
F - G 7383 -9460
G - H 3006 -3882
H - I 2430 -3148
I - J 20 -18
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 5412 -4146
P - O 8135 -6310
O - M 8143 -6314
Chords Tens. Comp.
N - L 125 -98
L - K 2762 -2130
K - I 2772 -2133
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - P 2366 -1734
P - E 2150 -2704
E - O 206 -57
E - M 1514 -1216
F - M 309 -211
M - N 59 0
Webs Tens. Comp.
M - G 5824 -4565
M - L 4214 -3268
G - L 1983 -2391
L - H 1413 -1104
H - K 244 -70
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.47 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: No
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -1.049 F 393 360
VERT(CL): 1.475 F 279 240
HORZ(LL): -0.454 K - -
HORZ(TL): 0.641 K - -
Creep Factor: 2.0
Max TC CSI: 0.843
Max BC CSI: 0.994
Max Web CSI: 0.951
Wgt: 371.0 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A13
Truss Type
HIPS
Qty
1
Ply
2 3334
09/10/2020
34'8"
7'20'8"7'
7'3"2 11'3"14 16'1"1'5"9 1'5"9
4"3
1'8"143'10"34'5"15(a)
A
B
C D E F G H
I
J
KL
M
N
OP
6
12
3
12
4X10(F1)
H0710
H0714(SRS)
H0510 4X10
1.5X3
1.5X4
H1319
1.5X3
5X10
6X10
5X6
1.5X3
4X6(A2)
7'0"6
506#
205#
2'0"6
111#
184#
2'
111#
184#
2'
111#
184#
2'
111#
184#
2'
111#
184#
6"8
111#
184#
2'
111#
186#
2'
111#
186#
2'
111#
186#
2'
111#
186#
2'0"6
442#
254#
7'0"6
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x6 SP 2400f-2.0E T1 2x4 SP M-30;
T4 2x4 SP #2;
Bot chord 2x4 SP 2400f-2.0E B3,B4 2x4 SP #2;
Webs 2x4 SP #3 W5,W6 2x4 SP #2;
W7 2x4 SP M-30;
Bracing
(a) Continuous lateral restraint equally spaced on member.
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 62 plf at -1.46 to 62 plf at 7.00
TC: From 31 plf at 7.00 to 31 plf at 27.67
TC: From 62 plf at 27.67 to 62 plf at 36.13
BC: From 14 plf at 0.00 to 14 plf at 7.26
BC: From 7 plf at 7.26 to 7 plf at 27.64
BC: From 14 plf at 27.64 to 14 plf at 34.67
TC: 205 lb Conc. Load at 7.03
TC: 184 lb Conc. Load at 9.06,11.06,13.06,15.06
17.06,17.60
TC: 186 lb Conc. Load at 19.60,21.60,23.60,25.60
TC: 254 lb Conc. Load at 27.64
BC: 506 lb Conc. Load at 7.03
BC: 111 lb Conc. Load at 9.06,11.06,13.06,15.06
17.06,17.60,19.60,21.60,23.60,25.60
BC: 442 lb Conc. Load at 27.64
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 7.00 27.67
BC 64 0.15 7.26
BC 48 7.26 18.73
BC 68 18.73 34.52
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 3206 /- /- /- /2449 /-
I 3196 /- /- /- /2451 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
I Brg Width = 3.5 Min Req = 1.9
Bearings B & I are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 20 -18
B - C 4525 -5876
C - D 4255 -5549
D - E 4255 -5549
E - F 7486 -9599
Chords Tens. Comp.
F - G 7383 -9460
G - H 3006 -3882
H - I 2430 -3148
I - J 20 -18
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 5412 -4146
P - O 8135 -6310
O - M 8143 -6314
Chords Tens. Comp.
N - L 125 -98
L - K 2762 -2130
K - I 2772 -2133
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - P 2366 -1734
P - E 2150 -2704
E - O 206 -57
E - M 1514 -1216
F - M 309 -211
M - N 59 0
Webs Tens. Comp.
M - G 5824 -4565
M - L 4214 -3268
G - L 1983 -2391
L - H 1413 -1104
H - K 244 -70
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.47 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: No
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -1.049 F 393 360
VERT(CL): 1.475 F 279 240
HORZ(LL): -0.454 K - -
HORZ(TL): 0.641 K - -
Creep Factor: 2.0
Max TC CSI: 0.843
Max BC CSI: 0.994
Max Web CSI: 0.951
Wgt: 371.0 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
A13
Truss Type
HIPS
Qty
1
Ply
2 3334
09/10/2020
34'8"
7'20'8"7'
7'3"2 11'3"14 16'1"1'5"9 1'5"9
4"3
1'8"143'10"34'5"15(a)
A
B
C D E F G H
I
J
KL
M
N
OP
6
12
3
12
4X10(F1)
H0710
H0714(SRS)
H0510 4X10
1.5X3
1.5X4
H1319
1.5X3
5X10
6X10
5X6
1.5X3
4X6(A2)
7'0"6
506#
205#
2'0"6
111#
184#
2'
111#
184#
2'
111#
184#
2'
111#
184#
2'
111#
184#
6"8
111#
184#
2'
111#
186#
2'
111#
186#
2'
111#
186#
2'
111#
186#
2'0"6
442#
254#
7'0"6
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.15 6.85
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
See STD DETAILS for gable wind bracing requirements.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
F* 101 /- /- /47 /75 /18
Wind reactions based on MWFRS
F Brg Width = 84.0 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 58 -54
C - D 118 -12
Chords Tens. Comp.
D - E 103 -29
E - F 54 -42
F - G 39 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 242 -52
J - I 251 -55
Chords Tens. Comp.
I - H 251 -55
H - F 232 -55
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C - J 297 -83
D - I 95 -106
Gables Tens. Comp.
H - E 297 -83
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.001 H 999 360
VERT(CL): 0.001 H 999 240
HORZ(LL): -0.001 J - -
HORZ(TL): 0.001 H - -
Creep Factor: 2.0
Max TC CSI: 0.507
Max BC CSI: 0.098
Max Web CSI: 0.077
Wgt: 32.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
B01
Truss Type
GABL
Qty
1
Ply
1 3367
09/10/2020
7'
3'6"3'6"
1'5"9 1'5"9
4"32'1"32'8"15A
B
C
D
E
F
G
HIJ
6
12
2X4(A1)
4X4
2X4(A1)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.15 6.85
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
See STD DETAILS for gable wind bracing requirements.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
F* 101 /- /- /47 /75 /18
Wind reactions based on MWFRS
F Brg Width = 84.0 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 58 -54
C - D 118 -12
Chords Tens. Comp.
D - E 103 -29
E - F 54 -42
F - G 39 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 242 -52
J - I 251 -55
Chords Tens. Comp.
I - H 251 -55
H - F 232 -55
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C - J 297 -83
D - I 95 -106
Gables Tens. Comp.
H - E 297 -83
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.001 H 999 360
VERT(CL): 0.001 H 999 240
HORZ(LL): -0.001 J - -
HORZ(TL): 0.001 H - -
Creep Factor: 2.0
Max TC CSI: 0.507
Max BC CSI: 0.098
Max Web CSI: 0.077
Wgt: 32.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
B01
Truss Type
GABL
Qty
1
Ply
1 3367
09/10/2020
7'
3'6"3'6"
1'5"9 1'5"9
4"32'1"32'8"15A
B
C
D
E
F
G
HIJ
6
12
2X4(A1)
4X4
2X4(A1)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.15 6.85
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
See STD DETAILS for gable wind bracing requirements.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
F* 101 /- /- /47 /75 /18
Wind reactions based on MWFRS
F Brg Width = 84.0 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 58 -54
C - D 118 -12
Chords Tens. Comp.
D - E 103 -29
E - F 54 -42
F - G 39 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 242 -52
J - I 251 -55
Chords Tens. Comp.
I - H 251 -55
H - F 232 -55
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C - J 297 -83
D - I 95 -106
Gables Tens. Comp.
H - E 297 -83
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.001 H 999 360
VERT(CL): 0.001 H 999 240
HORZ(LL): -0.001 J - -
HORZ(TL): 0.001 H - -
Creep Factor: 2.0
Max TC CSI: 0.507
Max BC CSI: 0.098
Max Web CSI: 0.077
Wgt: 32.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
B02
Truss Type
GABL
Qty
1
Ply
1 3378
09/10/2020
7'
SEAT PLATE REQ.
3'6"3'6"
1'5"9 1'5"9
4"32'1"32'8"15A
B
C
D
E
F
G
HIJ
6
12
2X4(A1)
4X4
2X4(A1)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.15 6.85
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
See STD DETAILS for gable wind bracing requirements.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
F* 101 /- /- /47 /75 /18
Wind reactions based on MWFRS
F Brg Width = 84.0 Min Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 58 -54
C - D 118 -12
Chords Tens. Comp.
D - E 103 -29
E - F 54 -42
F - G 39 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 242 -52
J - I 251 -55
Chords Tens. Comp.
I - H 251 -55
H - F 232 -55
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C - J 297 -83
D - I 95 -106
Gables Tens. Comp.
H - E 297 -83
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.001 H 999 360
VERT(CL): 0.001 H 999 240
HORZ(LL): -0.001 J - -
HORZ(TL): 0.001 H - -
Creep Factor: 2.0
Max TC CSI: 0.507
Max BC CSI: 0.098
Max Web CSI: 0.077
Wgt: 32.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
B02
Truss Type
GABL
Qty
1
Ply
1 3378
09/10/2020
7'
SEAT PLATE REQ.
3'6"3'6"
1'5"9 1'5"9
4"32'1"32'8"15A
B
C
D
E
F
G
HIJ
6
12
2X4(A1)
4X4
2X4(A1)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 80 0.15 6.85
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Left bottom chord exposed to wind.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 354 /- /- /371 /243 /125
D 354 /- /- /233 /229 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg Width = 8.0 Min Req = 1.5
Bearings B & D are a rigid surface.
Bearings B & D require a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 492 -266
Chords Tens. Comp.
C - D 444 -266
D - E 39 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 204 -180
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.012 999 360
VERT(CL): 0.017 999 240
HORZ(LL): -0.007 - -
HORZ(TL): 0.008 - -
Creep Factor: 2.0
Max TC CSI: 0.524
Max BC CSI: 0.375
Max Web CSI: 0.000
Wgt: 26.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
B03
Truss Type
COMN
Qty
1
Ply
1 3372
09/10/2020
7'
SEAT PLATE REQ.SEAT PLATE REQ.
3'6"3'6"
1'5"9 1'5"9
4"32'1"32'8"15A
B
C
D
E
6
12
2X4(A1)
3X4
2X4(A1)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 80 0.15 6.85
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Left bottom chord exposed to wind.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 354 /- /- /371 /243 /125
D 354 /- /- /233 /229 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req = 1.5
D Brg Width = 8.0 Min Req = 1.5
Bearings B & D are a rigid surface.
Bearings B & D require a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
B - C 492 -266
Chords Tens. Comp.
C - D 444 -266
D - E 39 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 204 -180
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.012 999 360
VERT(CL): 0.017 999 240
HORZ(LL): -0.007 - -
HORZ(TL): 0.008 - -
Creep Factor: 2.0
Max TC CSI: 0.524
Max BC CSI: 0.375
Max Web CSI: 0.000
Wgt: 26.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
B03
Truss Type
COMN
Qty
1
Ply
1 3372
09/10/2020
7'
SEAT PLATE REQ.SEAT PLATE REQ.
3'6"3'6"
1'5"9 1'5"9
4"32'1"32'8"15A
B
C
D
E
6
12
2X4(A1)
3X4
2X4(A1)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 11.36
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Additional Notes
+ 2x6 continuous strongback.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
K 625 /- /- /- /- /-
H 619 /- /- /- /- /-
K Brg Width = 7.5 Min Req = 1.5
H Brg Width = 3.5 Min Req = 1.5
Bearings K & H are a rigid surface.
Bearing K requires a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -1396
C - D 0 -1404
Chords Tens. Comp.
D - E 0 -1392
E - F 2 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
K - J 1012 0
J - I 1404 0
Chords Tens. Comp.
I - H 811 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - M 0 -4
A - K 0 -106
K - B 0 -1125
B - J 504 0
J - C 0 -160
D - I 0 -238
Webs Tens. Comp.
I - E 651 0
E - H 0 -966
F - G 0 -68
H - G 0 -11
G - H 0 -73
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.100 C 999 360
VERT(CL): 0.160 C 833 240
HORZ(LL): 0.018 B - -
HORZ(TL): 0.029 B - -
Creep Factor: 2.0
Max TC CSI: 0.568
Max BC CSI: 0.605
Max Web CSI: 0.312
Wgt: 64.4 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL01
Truss Type
SY42
Qty
7
Ply
1 3174
09/10/2020
5'3"6'10"8 11'6"10
3"10
3"10
1'4"3"10
1'6"
2'6"
(TYP)
11'6"10
SEAT PLATE REQ.
+
A B C D E F
G
HIJK
L
M
1.5X3(R)
1.5X3(R)
1.5X3
3X4
3X6
3X4
1.5X3 1.5X3
3X4
3X4 1.5X3
3X6
1.5X3(R)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 11.36
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Additional Notes
+ 2x6 continuous strongback.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
K 625 /- /- /- /- /-
H 619 /- /- /- /- /-
K Brg Width = 7.5 Min Req = 1.5
H Brg Width = 3.5 Min Req = 1.5
Bearings K & H are a rigid surface.
Bearing K requires a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -1396
C - D 0 -1404
Chords Tens. Comp.
D - E 0 -1392
E - F 2 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
K - J 1012 0
J - I 1404 0
Chords Tens. Comp.
I - H 811 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - M 0 -4
A - K 0 -106
K - B 0 -1125
B - J 504 0
J - C 0 -160
D - I 0 -238
Webs Tens. Comp.
I - E 651 0
E - H 0 -966
F - G 0 -68
H - G 0 -11
G - H 0 -73
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.100 C 999 360
VERT(CL): 0.160 C 833 240
HORZ(LL): 0.018 B - -
HORZ(TL): 0.029 B - -
Creep Factor: 2.0
Max TC CSI: 0.568
Max BC CSI: 0.605
Max Web CSI: 0.312
Wgt: 64.4 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL01
Truss Type
SY42
Qty
7
Ply
1 3174
09/10/2020
5'3"6'10"8 11'6"10
3"10
3"10
1'4"3"10
1'6"
2'6"
(TYP)
11'6"10
SEAT PLATE REQ.
+
A B C D E F
G
HIJK
L
M
1.5X3(R)
1.5X3(R)
1.5X3
3X4
3X6
3X4
1.5X3 1.5X3
3X4
3X4 1.5X3
3X6
1.5X3(R)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
.END
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 11.30
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
U 60 /- /- /- /- /-
L* 108 /- /- /- /- /-
U Brg Width = 7.5 Min Req = 1.5
L Brg Width = 131 Min Req = -
Bearings U & U are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 7 0
C - D 1 0
D - E 1 0
E - F 1 0
Chords Tens. Comp.
F - G 1 0
G - H 1 0
H - I 1 0
I - J 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
U - T 0 -1
T - S 6 0
S - R 0 -1
R - Q 0 -1
Q - P 0 -1
Chords Tens. Comp.
P - O 0 -1
O - N 0 -1
N - M 0 -1
M - L 0 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
V - W 0 -3
A - U 0 -52
T - C 0 -18
Webs Tens. Comp.
J - L 0 -25
K - X 0 -2
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - T 0 -129
C - S 0 -121
D - R 0 -138
E - Q 0 -132
Gables Tens. Comp.
F - P 0 -134
G - O 0 -132
H - N 0 -138
I - M 0 -112
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 D 999 360
VERT(CL): 0.000 D 999 240
HORZ(LL): -0.000 B - -
HORZ(TL): 0.000 B - -
Creep Factor: 2.0
Max TC CSI: 0.085
Max BC CSI: 0.009
Max Web CSI: 0.032
Wgt: 67.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL01GE
Truss Type
SY42
Qty
1
Ply
1 3183
09/10/2020
1'3"4 2'7"4 10'7"4 11'6"10
3"10
3"10
1'4"3"10
3"10
1'4"
(TYP)
11'6"10
A B C D E F G H I J
K
L
MNOPQRST
U
V
W X
1.5X3(R)
1.5X3(R)
3X3
3X3
1.5X3(R)
1.5X3(R)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
.END
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 11.30
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
U 60 /- /- /- /- /-
L* 108 /- /- /- /- /-
U Brg Width = 7.5 Min Req = 1.5
L Brg Width = 131 Min Req = -
Bearings U & U are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 7 0
C - D 1 0
D - E 1 0
E - F 1 0
Chords Tens. Comp.
F - G 1 0
G - H 1 0
H - I 1 0
I - J 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
U - T 0 -1
T - S 6 0
S - R 0 -1
R - Q 0 -1
Q - P 0 -1
Chords Tens. Comp.
P - O 0 -1
O - N 0 -1
N - M 0 -1
M - L 0 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
V - W 0 -3
A - U 0 -52
T - C 0 -18
Webs Tens. Comp.
J - L 0 -25
K - X 0 -2
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - T 0 -129
C - S 0 -121
D - R 0 -138
E - Q 0 -132
Gables Tens. Comp.
F - P 0 -134
G - O 0 -132
H - N 0 -138
I - M 0 -112
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 D 999 360
VERT(CL): 0.000 D 999 240
HORZ(LL): -0.000 B - -
HORZ(TL): 0.000 B - -
Creep Factor: 2.0
Max TC CSI: 0.085
Max BC CSI: 0.009
Max Web CSI: 0.032
Wgt: 67.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL01GE
Truss Type
SY42
Qty
1
Ply
1 3183
09/10/2020
1'3"4 2'7"4 10'7"4 11'6"10
3"10
3"10
1'4"3"10
3"10
1'4"
(TYP)
11'6"10
A B C D E F G H I J
K
L
MNOPQRST
U
V
W X
1.5X3(R)
1.5X3(R)
3X3
3X3
1.5X3(R)
1.5X3(R)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP M-30
Bot chord 4x2 SP M-30
Webs 4x2 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 14.80
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Additional Notes
+ 2x6 continuous strongback.
Maximum panel length exceeds 30". TPI allows non-bearing partition walls to be
supported at any point when panels are 30" or less.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
M 814 /- /- /- /- /-
I 808 /- /- /- /- /-
M Brg Width = 7.5 Min Req = 1.5
I Brg Width = 3.5 Min Req = 1.5
Bearings M & I are a rigid surface.
Bearing M requires a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -2299
C - D 0 -2317
Chords Tens. Comp.
D - E 0 -2314
E - F 0 -1537
F - G 0 -1537
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - L 1403 0
L - K 2317 0
Chords Tens. Comp.
K - J 2252 0
J - I 0 -2
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - O 0 -4
A - M 0 -116
M - B 0 -1559
B - L 1006 0
L - C 0 -335
D - K 0 -118
K - E 379 -160
Webs Tens. Comp.
E - J 0 -791
F - J 0 -281
J - G 1680 0
G - H 0 -794
I - H 0 -11
H - I 0 -800
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.245 D 714 360
VERT(CL): 0.333 D 524 240
HORZ(LL): 0.022 J - -
HORZ(TL): 0.030 J - -
Creep Factor: 2.0
Max TC CSI: 0.539
Max BC CSI: 0.600
Max Web CSI: 0.800
Wgt: 82.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL02
Truss Type
SY42
Qty
9
Ply
1 3180
09/10/2020
5'3"6'10"8 14'11"14
3"10
3"10
1'4"3"10
1'6"
2'6"
(TYP)
14'11"14
SEAT PLATE REQ.
+
A B C D E F G
H
IJKLM
N
O
1.5X3(R)
1.5X3(R)
1.5X3
3X6
3X6
3X6
1.5X3 1.5X3
3X3
3X4 1.5X3
3X12
3X6
2X4(R)
1.5X3(R)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP M-30
Bot chord 4x2 SP M-30
Webs 4x2 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 14.80
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Additional Notes
+ 2x6 continuous strongback.
Maximum panel length exceeds 30". TPI allows non-bearing partition walls to be
supported at any point when panels are 30" or less.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
M 814 /- /- /- /- /-
I 808 /- /- /- /- /-
M Brg Width = 7.5 Min Req = 1.5
I Brg Width = 3.5 Min Req = 1.5
Bearings M & I are a rigid surface.
Bearing M requires a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -2299
C - D 0 -2317
Chords Tens. Comp.
D - E 0 -2314
E - F 0 -1537
F - G 0 -1537
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - L 1403 0
L - K 2317 0
Chords Tens. Comp.
K - J 2252 0
J - I 0 -2
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - O 0 -4
A - M 0 -116
M - B 0 -1559
B - L 1006 0
L - C 0 -335
D - K 0 -118
K - E 379 -160
Webs Tens. Comp.
E - J 0 -791
F - J 0 -281
J - G 1680 0
G - H 0 -794
I - H 0 -11
H - I 0 -800
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.245 D 714 360
VERT(CL): 0.333 D 524 240
HORZ(LL): 0.022 J - -
HORZ(TL): 0.030 J - -
Creep Factor: 2.0
Max TC CSI: 0.539
Max BC CSI: 0.600
Max Web CSI: 0.800
Wgt: 82.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL02
Truss Type
SY42
Qty
9
Ply
1 3180
09/10/2020
5'3"6'10"8 14'11"14
3"10
3"10
1'4"3"10
1'6"
2'6"
(TYP)
14'11"14
SEAT PLATE REQ.
+
A B C D E F G
H
IJKLM
N
O
1.5X3(R)
1.5X3(R)
1.5X3
3X6
3X6
3X6
1.5X3 1.5X3
3X3
3X4 1.5X3
3X12
3X6
2X4(R)
1.5X3(R)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP M-30
Bot chord 4x2 SP M-30
Webs 4x2 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 14.74
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Additional Notes
+ 2x6 continuous strongback.
Maximum panel length exceeds 30". TPI allows non-bearing partition walls to be
supported at any point when panels are 30" or less.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
L 810 /- /- /- /- /-
H 825 /- /- /- /- /-
L Brg Width = 7.5 Min Req = 1.5
H Brg Width = - Min Req = -
Bearing L is a rigid surface.
Bearing L requires a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -2282
C - D 0 -2299
Chords Tens. Comp.
D - E 0 -2296
E - F 0 -1500
F - G 0 -1500
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
L - K 1395 0
K - J 2299 0
Chords Tens. Comp.
J - I 2225 0
I - H 0 -3
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - N 0 -4
A - L 0 -116
L - B 0 -1550
B - K 996 0
K - C 0 -332
D - J 0 -120
Webs Tens. Comp.
J - E 383 -150
E - I 0 -801
F - I 0 -278
I - G 1649 0
H - G 0 -15
G - H 0 -804
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.240 D 725 360
VERT(CL): 0.326 D 532 240
HORZ(LL): 0.022 I - -
HORZ(TL): 0.030 I - -
Creep Factor: 2.0
Max TC CSI: 0.531
Max BC CSI: 0.594
Max Web CSI: 0.785
Wgt: 84.0 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL02A
Truss Type
SY42
Qty
2
Ply
1 3177
09/10/2020
5'3"6'10"8 14'11"14
3"10
3"10
1'4"1'6"
2'6"
(TYP)
14'11"14
SEAT PLATE REQ.
+
A B C D E F G
HIJKL
M
N
1.5X3(R)
1.5X3(R)
1.5X3
3X6
3X6
3X6
1.5X3 1.5X3
3X3
3X4 1.5X3
3X12
3X8
2X4(R)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP M-30
Bot chord 4x2 SP M-30
Webs 4x2 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 14.74
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Additional Notes
+ 2x6 continuous strongback.
Maximum panel length exceeds 30". TPI allows non-bearing partition walls to be
supported at any point when panels are 30" or less.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
L 810 /- /- /- /- /-
H 825 /- /- /- /- /-
L Brg Width = 7.5 Min Req = 1.5
H Brg Width = - Min Req = -
Bearing L is a rigid surface.
Bearing L requires a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -2282
C - D 0 -2299
Chords Tens. Comp.
D - E 0 -2296
E - F 0 -1500
F - G 0 -1500
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
L - K 1395 0
K - J 2299 0
Chords Tens. Comp.
J - I 2225 0
I - H 0 -3
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - N 0 -4
A - L 0 -116
L - B 0 -1550
B - K 996 0
K - C 0 -332
D - J 0 -120
Webs Tens. Comp.
J - E 383 -150
E - I 0 -801
F - I 0 -278
I - G 1649 0
H - G 0 -15
G - H 0 -804
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.240 D 725 360
VERT(CL): 0.326 D 532 240
HORZ(LL): 0.022 I - -
HORZ(TL): 0.030 I - -
Creep Factor: 2.0
Max TC CSI: 0.531
Max BC CSI: 0.594
Max Web CSI: 0.785
Wgt: 84.0 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL02A
Truss Type
SY42
Qty
2
Ply
1 3177
09/10/2020
5'3"6'10"8 14'11"14
3"10
3"10
1'4"1'6"
2'6"
(TYP)
14'11"14
SEAT PLATE REQ.
+
A B C D E F G
HIJKL
M
N
1.5X3(R)
1.5X3(R)
1.5X3
3X6
3X6
3X6
1.5X3 1.5X3
3X3
3X4 1.5X3
3X12
3X8
2X4(R)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Bracing
Sheathing is required for any longitudinal(drag) forces. All connections to be
designed by the building designer.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 14.74
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
N* 108 /- /- /- /- /-
N Brg Width = 179 Min Req = -
Bearing Y is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 7 0
C - D 1 0
D - E 1 0
E - F 1 0
F - G 1 0
Chords Tens. Comp.
G - H 1 0
H - I 1 0
I - J 1 0
J - K 1 0
K - L 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Y - X 0 -1
X - W 6 0
W - V 0 -1
V - U 0 -1
U - T 0 -1
T - S 0 -1
Chords Tens. Comp.
S - R 0 -1
R - Q 0 -1
Q - P 0 -1
P - O 0 -1
O - N 0 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Z -AA 0 -3
A - Y 0 -52
X - C 0 -18
Webs Tens. Comp.
L - N 0 -66
M -AB 0 -3
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - X 0 -129
C - W 0 -121
D - V 0 -138
E - U 0 -132
F - T 0 -134
Gables Tens. Comp.
G - S 0 -133
H - R 0 -133
I - Q 0 -135
J - P 0 -128
K - O 0 -156
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 L 999 360
VERT(CL): 0.001 L 999 240
HORZ(LL): -0.000 B - -
HORZ(TL): 0.000 B - -
Creep Factor: 2.0
Max TC CSI: 0.130
Max BC CSI: 0.012
Max Web CSI: 0.036
Wgt: 84.0 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL02GE
Truss Type
SY42
Qty
1
Ply
1 3186
09/10/2020
1'3"4 2'7"4 13'3"4 14'11"14
3"10
3"10
1'4"3"10
3"10
1'4"
(TYP)
14'11"14
A B C D E F G H I J K L
M
N
OPQRSTUVWX
Y
Z
AA AB
1.5X3(R)
1.5X3(R)
3X3
3X3
1.5X3(R)
1.5X3(R)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Bracing
Sheathing is required for any longitudinal(drag) forces. All connections to be
designed by the building designer.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 14.74
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
N* 108 /- /- /- /- /-
N Brg Width = 179 Min Req = -
Bearing Y is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 7 0
C - D 1 0
D - E 1 0
E - F 1 0
F - G 1 0
Chords Tens. Comp.
G - H 1 0
H - I 1 0
I - J 1 0
J - K 1 0
K - L 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Y - X 0 -1
X - W 6 0
W - V 0 -1
V - U 0 -1
U - T 0 -1
T - S 0 -1
Chords Tens. Comp.
S - R 0 -1
R - Q 0 -1
Q - P 0 -1
P - O 0 -1
O - N 0 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Z -AA 0 -3
A - Y 0 -52
X - C 0 -18
Webs Tens. Comp.
L - N 0 -66
M -AB 0 -3
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - X 0 -129
C - W 0 -121
D - V 0 -138
E - U 0 -132
F - T 0 -134
Gables Tens. Comp.
G - S 0 -133
H - R 0 -133
I - Q 0 -135
J - P 0 -128
K - O 0 -156
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 L 999 360
VERT(CL): 0.001 L 999 240
HORZ(LL): -0.000 B - -
HORZ(TL): 0.000 B - -
Creep Factor: 2.0
Max TC CSI: 0.130
Max BC CSI: 0.012
Max Web CSI: 0.036
Wgt: 84.0 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL02GE
Truss Type
SY42
Qty
1
Ply
1 3186
09/10/2020
1'3"4 2'7"4 13'3"4 14'11"14
3"10
3"10
1'4"3"10
3"10
1'4"
(TYP)
14'11"14
A B C D E F G H I J K L
M
N
OPQRSTUVWX
Y
Z
AA AB
1.5X3(R)
1.5X3(R)
3X3
3X3
1.5X3(R)
1.5X3(R)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP M-30
Bot chord 4x2 SP M-30
Webs 4x2 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 18.73
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Deflection
Max JT VERT DEFL: LL: 0.39" DL: 0.18".
Additional Notes
+ 2x6 continuous strongback.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
P 1030 /- /- /- /- /-
K 1024 /- /- /- /- /-
P Brg Width = 7.5 Min Req = 1.5
K Brg Width = 3.5 Min Req = 1.5
Bearings P & K are a rigid surface.
Bearing P requires a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -3125
C - D 0 -3125
D - E 0 -3831
Chords Tens. Comp.
E - F 0 -3829
F - G 0 -3161
G - H 0 -3161
H - I 2 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
P - O 1843 0
O - N 3829 0
N - M 3831 0
Chords Tens. Comp.
M - L 3780 0
L - K 1885 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Q - R 0 -4
A - P 0 -111
P - B 0 -2048
B - O 1417 0
C - O 11 -282
O - D 0 -959
D - N 132 -60
E - M 81 -192
Webs Tens. Comp.
M - F 431 -251
F - L 0 -685
G - L 0 -250
L - H 1411 0
H - K 0 -2084
I - J 0 -105
K - J 0 -11
J - K 0 -114
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.394 E 563 360
VERT(CL): 0.542 E 409 240
HORZ(LL): 0.049 K - -
HORZ(TL): 0.068 K - -
Creep Factor: 2.0
Max TC CSI: 0.405
Max BC CSI: 0.752
Max Web CSI: 0.675
Wgt: 103.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL03
Truss Type
SY42
Qty
9
Ply
1 3390
09/10/2020
7'10"8 9'6"18'11"
3"10
3"10
1'4"3"10
1'6"
2'6"
(TYP)
18'11"
SEAT PLATE REQ.
+
A B C D E F G H I
J
KLMNOP
Q
R
1.5X3(R)
1.5X3(R)
1.5X3
3X6
3X10 1.5X3
3X10
3X4
1.5X3
1.5X3
3X3
3X4 1.5X3
3X10
3X10 1.5X3
3X8
1.5X3(R)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP M-30
Bot chord 4x2 SP M-30
Webs 4x2 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 18.73
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Deflection
Max JT VERT DEFL: LL: 0.39" DL: 0.18".
Additional Notes
+ 2x6 continuous strongback.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
P 1030 /- /- /- /- /-
K 1024 /- /- /- /- /-
P Brg Width = 7.5 Min Req = 1.5
K Brg Width = 3.5 Min Req = 1.5
Bearings P & K are a rigid surface.
Bearing P requires a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -3125
C - D 0 -3125
D - E 0 -3831
Chords Tens. Comp.
E - F 0 -3829
F - G 0 -3161
G - H 0 -3161
H - I 2 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
P - O 1843 0
O - N 3829 0
N - M 3831 0
Chords Tens. Comp.
M - L 3780 0
L - K 1885 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Q - R 0 -4
A - P 0 -111
P - B 0 -2048
B - O 1417 0
C - O 11 -282
O - D 0 -959
D - N 132 -60
E - M 81 -192
Webs Tens. Comp.
M - F 431 -251
F - L 0 -685
G - L 0 -250
L - H 1411 0
H - K 0 -2084
I - J 0 -105
K - J 0 -11
J - K 0 -114
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.394 E 563 360
VERT(CL): 0.542 E 409 240
HORZ(LL): 0.049 K - -
HORZ(TL): 0.068 K - -
Creep Factor: 2.0
Max TC CSI: 0.405
Max BC CSI: 0.752
Max Web CSI: 0.675
Wgt: 103.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL03
Truss Type
SY42
Qty
9
Ply
1 3390
09/10/2020
7'10"8 9'6"18'11"
3"10
3"10
1'4"3"10
1'6"
2'6"
(TYP)
18'11"
SEAT PLATE REQ.
+
A B C D E F G H I
J
KLMNOP
Q
R
1.5X3(R)
1.5X3(R)
1.5X3
3X6
3X10 1.5X3
3X10
3X4
1.5X3
1.5X3
3X3
3X4 1.5X3
3X10
3X10 1.5X3
3X8
1.5X3(R)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Bracing
Sheathing is required for any longitudinal(drag) forces. All connections to be
designed by the building designer.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 18.67
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
R* 109 /- /- /- /- /-
R Brg Width = 226 Min Req = -
Bearing AG is a rigid surface.
Bearing AG requires a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 7 0
C - D 3 0
D - E 3 0
E - F 3 0
F - G 3 0
G - H 3 0
H - I 3 0
Chords Tens. Comp.
I - J 8 0
J - K 1 0
K - L 1 0
L - M 1 0
M - N 1 0
N - O 1 0
O - P 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AG-AF 0 -1
AF-AE 4 0
AE-AD 0 -3
AD-AC 0 -3
AC-AB 0 -3
AB-AA 0 -3
AA- Z 0 -3
Z - Y 0 -3
Chords Tens. Comp.
Y - X 1 0
X - W 0 -1
W - V 0 -1
V - U 0 -1
U - T 0 -1
T - S 0 -1
S - R 0 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
AH-AI 0 -3
A -AG 0 -52
AF- C 0 -15
Webs Tens. Comp.
I - X 0 -12
P - R 0 -51
Q -AJ 0 -3
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B -AF 0 -129
C -AE 0 -123
D -AD 0 -138
E -AC 0 -132
F -AB 0 -133
G -AA 0 -138
H - Z 0 -82
Gables Tens. Comp.
Y - I 0 -65
X - J 0 -134
K - W 0 -133
L - V 0 -133
M - U 0 -133
N - T 0 -134
O - S 0 -134
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 P 999 360
VERT(CL): 0.000 P 999 240
HORZ(LL): 0.000 P - -
HORZ(TL): 0.000 P - -
Creep Factor: 2.0
Max TC CSI: 0.092
Max BC CSI: 0.008
Max Web CSI: 0.032
Wgt: 109.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL03GE
Truss Type
SY42
Qty
1
Ply
1 3393
09/10/2020
1'3"4
2'7"4 9'3"4 9'6"4
10'10"4 17'6"4 18'11"
3"10
3"10
1'4"3"10
3"10
1'4"
(TYP)
1'4"
(TYP)
18'11"
SEAT PLATE REQ.
A B C D E F G H I J K L M N O P
Q
R
STUVWXYZAAABACADAEAFAG
AH
AI AJ
1.5X3(R)
1.5X3(R)
3X3
3X3 3X3
3X3
1.5X3(R)
1.5X3(R)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Bracing
Sheathing is required for any longitudinal(drag) forces. All connections to be
designed by the building designer.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 18.67
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
R* 109 /- /- /- /- /-
R Brg Width = 226 Min Req = -
Bearing AG is a rigid surface.
Bearing AG requires a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 7 0
C - D 3 0
D - E 3 0
E - F 3 0
F - G 3 0
G - H 3 0
H - I 3 0
Chords Tens. Comp.
I - J 8 0
J - K 1 0
K - L 1 0
L - M 1 0
M - N 1 0
N - O 1 0
O - P 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AG-AF 0 -1
AF-AE 4 0
AE-AD 0 -3
AD-AC 0 -3
AC-AB 0 -3
AB-AA 0 -3
AA- Z 0 -3
Z - Y 0 -3
Chords Tens. Comp.
Y - X 1 0
X - W 0 -1
W - V 0 -1
V - U 0 -1
U - T 0 -1
T - S 0 -1
S - R 0 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
AH-AI 0 -3
A -AG 0 -52
AF- C 0 -15
Webs Tens. Comp.
I - X 0 -12
P - R 0 -51
Q -AJ 0 -3
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B -AF 0 -129
C -AE 0 -123
D -AD 0 -138
E -AC 0 -132
F -AB 0 -133
G -AA 0 -138
H - Z 0 -82
Gables Tens. Comp.
Y - I 0 -65
X - J 0 -134
K - W 0 -133
L - V 0 -133
M - U 0 -133
N - T 0 -134
O - S 0 -134
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 P 999 360
VERT(CL): 0.000 P 999 240
HORZ(LL): 0.000 P - -
HORZ(TL): 0.000 P - -
Creep Factor: 2.0
Max TC CSI: 0.092
Max BC CSI: 0.008
Max Web CSI: 0.032
Wgt: 109.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL03GE
Truss Type
SY42
Qty
1
Ply
1 3393
09/10/2020
1'3"4
2'7"4 9'3"4 9'6"4
10'10"4 17'6"4 18'11"
3"10
3"10
1'4"3"10
3"10
1'4"
(TYP)
1'4"
(TYP)
18'11"
SEAT PLATE REQ.
A B C D E F G H I J K L M N O P
Q
R
STUVWXYZAAABACADAEAFAG
AH
AI AJ
1.5X3(R)
1.5X3(R)
3X3
3X3 3X3
3X3
1.5X3(R)
1.5X3(R)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 12.06
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Additional Notes
+ 2x6 continuous strongback.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
M 663 /- /- /- /- /-
I 658 /- /- /- /- /-
M Brg Width = 7.5 Min Req = 1.5
I Brg Width = 3.0 Min Req = 1.5
Bearings M & I are a rigid surface.
Bearing M requires a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -408
B - C 0 -408
C - D 0 -1523
Chords Tens. Comp.
D - E 0 -1529
E - F 0 -1512
F - G 2 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - L 0 -1
L - K 1297 0
Chords Tens. Comp.
K - J 1529 0
J - I 650 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - O 0 -19
A - M 0 -694
A - L 827 0
L - C 0 -983
B - L 0 -203
C - K 424 0
K - D 0 -137
Webs Tens. Comp.
E - J 0 -335
J - F 957 0
F - I 0 -884
G - H 0 -45
I - H 0 -11
H - I 0 -50
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.184 D 770 360
VERT(CL): 0.288 D 491 240
HORZ(LL): 0.034 B - -
HORZ(TL): 0.054 B - -
Creep Factor: 2.0
Max TC CSI: 0.829
Max BC CSI: 0.867
Max Web CSI: 0.456
Wgt: 71.4 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL04
Truss Type
SY42
Qty
4
Ply
1 3396
09/10/2020
6'8'1"8 12'3"
3"10
3"10
1'4"3"10
2'
2'6"
(TYP)
12'3"
SEAT PLATE REQ.
+
A B C D E F G
H
IJKLM
N
O
1.5X3(R)
1.5X3(R)
3X4(R)
1.5X3
1.5X3
4X6
3X4
3X3
1.5X3 1.5X3
3X4
3X6 1.5X3
3X6
1.5X3(R)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 12.06
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Additional Notes
+ 2x6 continuous strongback.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
M 663 /- /- /- /- /-
I 658 /- /- /- /- /-
M Brg Width = 7.5 Min Req = 1.5
I Brg Width = 3.0 Min Req = 1.5
Bearings M & I are a rigid surface.
Bearing M requires a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -408
B - C 0 -408
C - D 0 -1523
Chords Tens. Comp.
D - E 0 -1529
E - F 0 -1512
F - G 2 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - L 0 -1
L - K 1297 0
Chords Tens. Comp.
K - J 1529 0
J - I 650 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - O 0 -19
A - M 0 -694
A - L 827 0
L - C 0 -983
B - L 0 -203
C - K 424 0
K - D 0 -137
Webs Tens. Comp.
E - J 0 -335
J - F 957 0
F - I 0 -884
G - H 0 -45
I - H 0 -11
H - I 0 -50
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.184 D 770 360
VERT(CL): 0.288 D 491 240
HORZ(LL): 0.034 B - -
HORZ(TL): 0.054 B - -
Creep Factor: 2.0
Max TC CSI: 0.829
Max BC CSI: 0.867
Max Web CSI: 0.456
Wgt: 71.4 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL04
Truss Type
SY42
Qty
4
Ply
1 3396
09/10/2020
6'8'1"8 12'3"
3"10
3"10
1'4"3"10
2'
2'6"
(TYP)
12'3"
SEAT PLATE REQ.
+
A B C D E F G
H
IJKLM
N
O
1.5X3(R)
1.5X3(R)
3X4(R)
1.5X3
1.5X3
4X6
3X4
3X3
1.5X3 1.5X3
3X4
3X6 1.5X3
3X6
1.5X3(R)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
.END
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 12.06
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
W 60 /- /- /- /- /-
M* 108 /- /- /- /- /-
W Brg Width = 7.5 Min Req = 1.5
M Brg Width = 139 Min Req = -
Bearings W & W are a rigid surface.
Bearings W & W require a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 7 0
C - D 3 0
D - E 3 0
E - F 3 0
Chords Tens. Comp.
F - G 3 0
G - H 7 0
H - I 0 0
I - J 0 0
J - K 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
W - V 0 -1
V - U 4 0
U - T 0 -3
T - S 0 -3
S - R 0 -3
Chords Tens. Comp.
R - Q 0 -3
Q - P 3 0
P - O 0 0
O - N 0 0
N - M 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
X - Y 0 -3
A - W 0 -51
V - C 0 -16
G - P 0 -14
Webs Tens. Comp.
K - L 0 -44
M - L 0 -3
L - M 0 -49
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - V 0 -129
C - U 0 -122
D - T 0 -142
E - S 0 -110
F - R 0 -67
Gables Tens. Comp.
Q - G 0 -100
P - H 0 -134
I - O 0 -133
J - N 0 -138
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 K 999 360
VERT(CL): 0.000 K 999 240
HORZ(LL): 0.000 K - -
HORZ(TL): 0.000 K - -
Creep Factor: 2.0
Max TC CSI: 0.098
Max BC CSI: 0.009
Max Web CSI: 0.033
Wgt: 75.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL04GE
Truss Type
SY42
Qty
1
Ply
1 3168
09/10/2020
1'3"4 2'7"4 5'3"4 6'0"12
6'10"4 8'2"4 10'10"4 12'3"
3"10
3"10
1'4"3"10
1'4"
(TYP)
9"8
(TYP)
1'4"
(TYP)
12'3"
SEAT PLATE REQ. SEAT PLATE REQ.
A B C D E F G H I J K
L
M
NOPQRSTUV
W
X
Y
1.5X3(R)
1.5X3(R)
3X3
3X3 3X3
3X3
2X4(R)
1.5X3(R)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
.END
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 12.06
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
W 60 /- /- /- /- /-
M* 108 /- /- /- /- /-
W Brg Width = 7.5 Min Req = 1.5
M Brg Width = 139 Min Req = -
Bearings W & W are a rigid surface.
Bearings W & W require a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 7 0
C - D 3 0
D - E 3 0
E - F 3 0
Chords Tens. Comp.
F - G 3 0
G - H 7 0
H - I 0 0
I - J 0 0
J - K 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
W - V 0 -1
V - U 4 0
U - T 0 -3
T - S 0 -3
S - R 0 -3
Chords Tens. Comp.
R - Q 0 -3
Q - P 3 0
P - O 0 0
O - N 0 0
N - M 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
X - Y 0 -3
A - W 0 -51
V - C 0 -16
G - P 0 -14
Webs Tens. Comp.
K - L 0 -44
M - L 0 -3
L - M 0 -49
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - V 0 -129
C - U 0 -122
D - T 0 -142
E - S 0 -110
F - R 0 -67
Gables Tens. Comp.
Q - G 0 -100
P - H 0 -134
I - O 0 -133
J - N 0 -138
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 K 999 360
VERT(CL): 0.000 K 999 240
HORZ(LL): 0.000 K - -
HORZ(TL): 0.000 K - -
Creep Factor: 2.0
Max TC CSI: 0.098
Max BC CSI: 0.009
Max Web CSI: 0.033
Wgt: 75.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL04GE
Truss Type
SY42
Qty
1
Ply
1 3168
09/10/2020
1'3"4 2'7"4 5'3"4 6'0"12
6'10"4 8'2"4 10'10"4 12'3"
3"10
3"10
1'4"3"10
1'4"
(TYP)
9"8
(TYP)
1'4"
(TYP)
12'3"
SEAT PLATE REQ. SEAT PLATE REQ.
A B C D E F G H I J K
L
M
NOPQRSTUV
W
X
Y
1.5X3(R)
1.5X3(R)
3X3
3X3 3X3
3X3
2X4(R)
1.5X3(R)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP M-30
Bot chord 4x2 SP M-30
Webs 4x2 SP #3
.END
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 15.56
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
O 856 /- /- /- /- /-
J 850 /- /- /- /- /-
O Brg Width = 7.5 Min Req = 1.5
J Brg Width = 3.5 Min Req = 1.5
Bearings O & J are a rigid surface.
Bearing O requires a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -505
B - C 0 -505
C - D 0 -2604
D - E 0 -2620
Chords Tens. Comp.
E - F 0 -2612
F - G 0 -1394
G - H 0 -1394
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
O - N 0 -1
N - M 1805 0
M - L 2620 0
Chords Tens. Comp.
L - K 2321 0
K - J 0 -2
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
P - Q 0 -22
A - O 0 -836
A - N 1023 0
N - C 0 -1437
B - N 0 -248
C - M 973 0
M - D 0 -312
E - L 0 -184
Webs Tens. Comp.
L - F 583 0
F - K 0 -1025
G - K 0 -255
K - H 1582 0
H - I 0 -841
J - I 0 -11
I - J 0 -846
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.258 E 712 360
VERT(CL): 0.377 E 487 240
HORZ(LL): 0.026 K - -
HORZ(TL): 0.036 K - -
Creep Factor: 2.0
Max TC CSI: 0.522
Max BC CSI: 0.644
Max Web CSI: 0.753
Wgt: 88.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL05
Truss Type
SY42
Qty
6
Ply
1 3402
09/10/2020
6'8'1"8 15'9"
3"10
3"10
1'4"3"10
2'
2'6"
(TYP)
15'9"
SEAT PLATE REQ.
A B C D E F G H
I
JKLMNO
P
Q
1.5X3(R)
1.5X3(R)
4X4
1.5X3
1.5X3
4X8
3X6
4X4
1.5X3 1.5X3
3X4
4X4 1.5X3
4X10
3X6
2X4(R)
1.5X3(R)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP M-30
Bot chord 4x2 SP M-30
Webs 4x2 SP #3
.END
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 15.56
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
O 856 /- /- /- /- /-
J 850 /- /- /- /- /-
O Brg Width = 7.5 Min Req = 1.5
J Brg Width = 3.5 Min Req = 1.5
Bearings O & J are a rigid surface.
Bearing O requires a seat plate.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -505
B - C 0 -505
C - D 0 -2604
D - E 0 -2620
Chords Tens. Comp.
E - F 0 -2612
F - G 0 -1394
G - H 0 -1394
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
O - N 0 -1
N - M 1805 0
M - L 2620 0
Chords Tens. Comp.
L - K 2321 0
K - J 0 -2
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
P - Q 0 -22
A - O 0 -836
A - N 1023 0
N - C 0 -1437
B - N 0 -248
C - M 973 0
M - D 0 -312
E - L 0 -184
Webs Tens. Comp.
L - F 583 0
F - K 0 -1025
G - K 0 -255
K - H 1582 0
H - I 0 -841
J - I 0 -11
I - J 0 -846
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.258 E 712 360
VERT(CL): 0.377 E 487 240
HORZ(LL): 0.026 K - -
HORZ(TL): 0.036 K - -
Creep Factor: 2.0
Max TC CSI: 0.522
Max BC CSI: 0.644
Max Web CSI: 0.753
Wgt: 88.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL05
Truss Type
SY42
Qty
6
Ply
1 3402
09/10/2020
6'8'1"8 15'9"
3"10
3"10
1'4"3"10
2'
2'6"
(TYP)
15'9"
SEAT PLATE REQ.
A B C D E F G H
I
JKLMNO
P
Q
1.5X3(R)
1.5X3(R)
4X4
1.5X3
1.5X3
4X8
3X6
4X4
1.5X3 1.5X3
3X4
4X4 1.5X3
4X10
3X6
2X4(R)
1.5X3(R)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 15.56
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Additional Notes
+ 2x6 continuous strongback.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
Q 683 /- /- /- /- /-
M 755 /- /- /- /- /-
K 342 /- /- /- /- /-
Q Brg Width = 7.5 Min Req = 1.5
M Brg Width = 3.0 Min Req = 1.5
K Brg Width = 3.5 Min Req = 1.5
Bearings Q, M, & K are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -418
B - C 0 -418
C - D 0 -1633
D - E 0 -1640
Chords Tens. Comp.
E - F 0 -1623
F - G 88 -382
G - H 82 -388
H - I 81 -377
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - P 0 -1
P - O 1350 0
O - N 1640 0
Chords Tens. Comp.
N - M 827 0
M - L 388 -82
L - K 0 -2
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
R - S 0 -19
A - Q 0 -708
A - P 847 0
P - C 0 -1031
B - P 0 -207
C - O 420 0
O - D 0 -142
E - N 0 -332
Webs Tens. Comp.
N - F 942 0
F - M 0 -854
M - G 0 -198
H - L 16 -197
L - I 433 -92
I - J 16 -308
K - J 0 -11
J - K 14 -317
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.173 D 820 360
VERT(CL): 0.269 D 527 240
HORZ(LL): 0.030 B - -
HORZ(TL): 0.048 B - -
Creep Factor: 2.0
Max TC CSI: 0.850
Max BC CSI: 0.861
Max Web CSI: 0.448
Wgt: 89.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL05A
Truss Type
SY42
Qty
1
Ply
1 3399
09/10/2020
6'8'1"8 12'0"12 13'3"15'9"
3"10
3"10
1'4"3"10
2'1'0"12
2'6"
(TYP)
12'1"8 3'7"8
15'9"
+
A B C D E F G H I
J
KLMNOPQ
R
S
1.5X3(R)
1.5X3(R)
3X4(R)
1.5X3
1.5X3
4X6
3X6
3X3
1.5X3 1.5X3
3X4
3X6
3X3
1.5X3 1.5X3
3X3
3X3
2X4(R)
1.5X3(R)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.25 15.56
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Additional Notes
+ 2x6 continuous strongback.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
Q 683 /- /- /- /- /-
M 755 /- /- /- /- /-
K 342 /- /- /- /- /-
Q Brg Width = 7.5 Min Req = 1.5
M Brg Width = 3.0 Min Req = 1.5
K Brg Width = 3.5 Min Req = 1.5
Bearings Q, M, & K are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -418
B - C 0 -418
C - D 0 -1633
D - E 0 -1640
Chords Tens. Comp.
E - F 0 -1623
F - G 88 -382
G - H 82 -388
H - I 81 -377
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - P 0 -1
P - O 1350 0
O - N 1640 0
Chords Tens. Comp.
N - M 827 0
M - L 388 -82
L - K 0 -2
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
R - S 0 -19
A - Q 0 -708
A - P 847 0
P - C 0 -1031
B - P 0 -207
C - O 420 0
O - D 0 -142
E - N 0 -332
Webs Tens. Comp.
N - F 942 0
F - M 0 -854
M - G 0 -198
H - L 16 -197
L - I 433 -92
I - J 16 -308
K - J 0 -11
J - K 14 -317
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.173 D 820 360
VERT(CL): 0.269 D 527 240
HORZ(LL): 0.030 B - -
HORZ(TL): 0.048 B - -
Creep Factor: 2.0
Max TC CSI: 0.850
Max BC CSI: 0.861
Max Web CSI: 0.448
Wgt: 89.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
FL05A
Truss Type
SY42
Qty
1
Ply
1 3399
09/10/2020
6'8'1"8 12'0"12 13'3"15'9"
3"10
3"10
1'4"3"10
2'1'0"12
2'6"
(TYP)
12'1"8 3'7"8
15'9"
+
A B C D E F G H I
J
KLMNOPQ
R
S
1.5X3(R)
1.5X3(R)
3X4(R)
1.5X3
1.5X3
4X6
3X6
3X3
1.5X3 1.5X3
3X4
3X6
3X3
1.5X3 1.5X3
3X3
3X3
2X4(R)
1.5X3(R)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP M-30
Webs 2x4 SP #3
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From -0 plf at -1.98 to 61 plf at -0.10
TC: From 2 plf at -0.10 to 2 plf at 9.84
BC: From 2 plf at 0.00 to 2 plf at 9.84
TC: -25 lb Conc. Load at 1.46
TC: 129 lb Conc. Load at 4.29
TC: 255 lb Conc. Load at 7.12
BC: 10 lb Conc. Load at 1.46
BC: 86 lb Conc. Load at 4.29
BC: 155 lb Conc. Load at 7.12
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 115 0.15 9.84
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 321 /- /- /- /401 /-
E 331 /- /- /- /232 /-
D 68 /- /- /- /86 /-
Wind reactions based on MWFRS
B Brg Width = 4.2 Min Req = 1.5
E Brg Width = 1.5 Min Req = -
D Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 19 -20
B - C 624 -494
Chords Tens. Comp.
C - D 78 -66
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 487 -555
Chords Tens. Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 603 -529
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Varies by Ld Case
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.023 C 999 360
VERT(CL): 0.053 F 999 240
HORZ(LL): 0.009 F - -
HORZ(TL): 0.022 F - -
Creep Factor: 2.0
Max TC CSI: 0.520
Max BC CSI: 0.981
Max Web CSI: 0.264
Wgt: 39.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
HJ7
Truss Type
HIP_
Qty
2
Ply
1 3213
09/10/2020
9'10"11'11"13
4"3 3'9"144'5"7A
B
C
D
EF
4.24
12
2X4(A1)
2X4
5X6
1'5"8
10#
-25#
2'9"15
86#
129#
2'9"15
155#
255#
2'8"11
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP M-30
Webs 2x4 SP #3
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From -0 plf at -1.98 to 61 plf at -0.10
TC: From 2 plf at -0.10 to 2 plf at 9.84
BC: From 2 plf at 0.00 to 2 plf at 9.84
TC: -25 lb Conc. Load at 1.46
TC: 129 lb Conc. Load at 4.29
TC: 255 lb Conc. Load at 7.12
BC: 10 lb Conc. Load at 1.46
BC: 86 lb Conc. Load at 4.29
BC: 155 lb Conc. Load at 7.12
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 115 0.15 9.84
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 321 /- /- /- /401 /-
E 331 /- /- /- /232 /-
D 68 /- /- /- /86 /-
Wind reactions based on MWFRS
B Brg Width = 4.2 Min Req = 1.5
E Brg Width = 1.5 Min Req = -
D Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 19 -20
B - C 624 -494
Chords Tens. Comp.
C - D 78 -66
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 487 -555
Chords Tens. Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 603 -529
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Varies by Ld Case
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.023 C 999 360
VERT(CL): 0.053 F 999 240
HORZ(LL): 0.009 F - -
HORZ(TL): 0.022 F - -
Creep Factor: 2.0
Max TC CSI: 0.520
Max BC CSI: 0.981
Max Web CSI: 0.264
Wgt: 39.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
HJ7
Truss Type
HIP_
Qty
2
Ply
1 3213
09/10/2020
9'10"11'11"13
4"3 3'9"144'5"7A
B
C
D
EF
4.24
12
2X4(A1)
2X4
5X6
1'5"8
10#
-25#
2'9"15
86#
129#
2'9"15
155#
255#
2'8"11
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP M-30
Webs 2x4 SP #3
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From -0 plf at -1.98 to 61 plf at -0.10
TC: From 2 plf at -0.10 to 2 plf at 9.84
BC: From 2 plf at 0.00 to 2 plf at 9.84
TC: 9 lb Conc. Load at 1.46
TC: 144 lb Conc. Load at 4.29
TC: 263 lb Conc. Load at 7.12
BC: 19 lb Conc. Load at 1.46
BC: 90 lb Conc. Load at 4.29
BC: 157 lb Conc. Load at 7.12
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 113 0.15 9.84
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 359 /- /- /- /369 /-
E 353 /- /- /- /241 /-
D 67 /- /- /- /90 /-
Wind reactions based on MWFRS
B Brg Width = 4.2 Min Req = 1.5
E Brg Width = 1.5 Min Req = -
D Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 19 -20
B - C 628 -548
Chords Tens. Comp.
C - D 80 -68
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 530 -568
Chords Tens. Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 616 -576
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Varies by Ld Case
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.025 F 999 360
VERT(CL): 0.053 F 999 240
HORZ(LL): 0.010 F - -
HORZ(TL): 0.022 F - -
Creep Factor: 2.0
Max TC CSI: 0.571
Max BC CSI: 0.975
Max Web CSI: 0.288
Wgt: 39.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
HJ7A
Truss Type
HIP_
Qty
1
Ply
1 3225
09/10/2020
9'10"11'11"13
4"3 3'9"144'5"7A
B
C
D
EF
4.24
12
2X4(A1)
2X4
5X6
1'5"8
19#
9#
2'9"15
90#
144#
2'9"15
157#
263#
2'8"11
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP M-30
Webs 2x4 SP #3
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From -0 plf at -1.98 to 61 plf at -0.10
TC: From 2 plf at -0.10 to 2 plf at 9.84
BC: From 2 plf at 0.00 to 2 plf at 9.84
TC: 9 lb Conc. Load at 1.46
TC: 144 lb Conc. Load at 4.29
TC: 263 lb Conc. Load at 7.12
BC: 19 lb Conc. Load at 1.46
BC: 90 lb Conc. Load at 4.29
BC: 157 lb Conc. Load at 7.12
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 113 0.15 9.84
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 359 /- /- /- /369 /-
E 353 /- /- /- /241 /-
D 67 /- /- /- /90 /-
Wind reactions based on MWFRS
B Brg Width = 4.2 Min Req = 1.5
E Brg Width = 1.5 Min Req = -
D Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 19 -20
B - C 628 -548
Chords Tens. Comp.
C - D 80 -68
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 530 -568
Chords Tens. Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 616 -576
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Varies by Ld Case
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.025 F 999 360
VERT(CL): 0.053 F 999 240
HORZ(LL): 0.010 F - -
HORZ(TL): 0.022 F - -
Creep Factor: 2.0
Max TC CSI: 0.571
Max BC CSI: 0.975
Max Web CSI: 0.288
Wgt: 39.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
HJ7A
Truss Type
HIP_
Qty
1
Ply
1 3225
09/10/2020
9'10"11'11"13
4"3 3'9"144'5"7A
B
C
D
EF
4.24
12
2X4(A1)
2X4
5X6
1'5"8
19#
9#
2'9"15
90#
144#
2'9"15
157#
263#
2'8"11
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP 2400f-2.0E
Bot chord 2x4 SP 2400f-2.0E
Webs 2x4 SP #3
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From -0 plf at -1.98 to 61 plf at -0.10
TC: From 2 plf at -0.10 to 2 plf at 9.84
BC: From 2 plf at 0.00 to 2 plf at 9.84
TC: -17 lb Conc. Load at 1.46
TC: 126 lb Conc. Load at 4.29
TC: 251 lb Conc. Load at 7.12
BC: 2 lb Conc. Load at 1.46
BC: 84 lb Conc. Load at 4.29
BC: 155 lb Conc. Load at 7.12
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 99 0.15 9.84
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Shim all supports to solid bearing.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
I 322 /- /- /- /401 /-
F 394 /- /- /- /319 /-
E 21 /-1 /- /1 /- /-
Wind reactions based on MWFRS
I Brg Width = 4.2 Min Req = 1.5
F Brg Width = 1.5 Min Req = -
E Brg Width = 1.5 Min Req = -
Bearing I is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 19 -20
B - C 1028 -1115
Chords Tens. Comp.
C - D 1005 -1118
D - E 7 -12
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 1064 -953
H - G 682 -627
Chords Tens. Comp.
G - F 69 -56
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - H 137 -38
H - D 456 -345
Webs Tens. Comp.
D - G 648 -680
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Varies by Ld Case
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.046 C 999 360
VERT(CL): 0.060 C 999 240
HORZ(LL): -0.012 C - -
HORZ(TL): 0.016 H - -
Creep Factor: 2.0
Max TC CSI: 0.136
Max BC CSI: 0.981
Max Web CSI: 0.447
Wgt: 47.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
HJ7B
Truss Type
HIP_
Qty
1
Ply
1 3320
09/10/2020
9'10"11'11"13
4"3 1'8"22'1"123'9"144'5"7A
B
C
D
E
FG
H
I
4.24
12
2.12
12
2X4(A1)
1.5X3
3X4
3X6
5X6
1'5"8
2#
-17#
2'9"15
84#
126#
2'9"15
155#
251#
2'8"11
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP 2400f-2.0E
Bot chord 2x4 SP 2400f-2.0E
Webs 2x4 SP #3
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From -0 plf at -1.98 to 61 plf at -0.10
TC: From 2 plf at -0.10 to 2 plf at 9.84
BC: From 2 plf at 0.00 to 2 plf at 9.84
TC: -17 lb Conc. Load at 1.46
TC: 126 lb Conc. Load at 4.29
TC: 251 lb Conc. Load at 7.12
BC: 2 lb Conc. Load at 1.46
BC: 84 lb Conc. Load at 4.29
BC: 155 lb Conc. Load at 7.12
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 99 0.15 9.84
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Shim all supports to solid bearing.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
I 322 /- /- /- /401 /-
F 394 /- /- /- /319 /-
E 21 /-1 /- /1 /- /-
Wind reactions based on MWFRS
I Brg Width = 4.2 Min Req = 1.5
F Brg Width = 1.5 Min Req = -
E Brg Width = 1.5 Min Req = -
Bearing I is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 19 -20
B - C 1028 -1115
Chords Tens. Comp.
C - D 1005 -1118
D - E 7 -12
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 1064 -953
H - G 682 -627
Chords Tens. Comp.
G - F 69 -56
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - H 137 -38
H - D 456 -345
Webs Tens. Comp.
D - G 648 -680
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Varies by Ld Case
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.046 C 999 360
VERT(CL): 0.060 C 999 240
HORZ(LL): -0.012 C - -
HORZ(TL): 0.016 H - -
Creep Factor: 2.0
Max TC CSI: 0.136
Max BC CSI: 0.981
Max Web CSI: 0.447
Wgt: 47.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
HJ7B
Truss Type
HIP_
Qty
1
Ply
1 3320
09/10/2020
9'10"11'11"13
4"3 1'8"22'1"123'9"144'5"7A
B
C
D
E
FG
H
I
4.24
12
2.12
12
2X4(A1)
1.5X3
3X4
3X6
5X6
1'5"8
2#
-17#
2'9"15
84#
126#
2'9"15
155#
251#
2'8"11
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 10 0.15 1.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 218 /- /- /243 /181 /80
D 5 /-14 /- /28 /24 /-
C - /-40 /- /66 /68 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
Chords Tens. Comp.
B - C 93 -34
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.000 D - -
HORZ(TL): 0.001 D - -
Creep Factor: 2.0
Max TC CSI: 0.473
Max BC CSI: 0.063
Max Web CSI: 0.000
Wgt: 5.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J1
Truss Type
JACK
Qty
5
Ply
1 3204
09/10/2020
1'
1'5"9
4"3 10"31'5"15A
B
C
D
6
12
2X4(A1)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 10 0.15 1.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 218 /- /- /243 /181 /80
D 5 /-14 /- /28 /24 /-
C - /-40 /- /66 /68 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
Chords Tens. Comp.
B - C 93 -34
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.000 D - -
HORZ(TL): 0.001 D - -
Creep Factor: 2.0
Max TC CSI: 0.473
Max BC CSI: 0.063
Max Web CSI: 0.000
Wgt: 5.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J1
Truss Type
JACK
Qty
5
Ply
1 3204
09/10/2020
1'
1'5"9
4"3 10"31'5"15A
B
C
D
6
12
2X4(A1)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 10 0.15 1.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 45 /- /- /28 /15 /35
C 14 /- /- /9 /5 /-
B 22 /- /- /16 /29 /-
Wind reactions based on MWFRS
A Brg Width = 3.5 Min Req = 1.5
C Brg Width = 1.5 Min Req = -
B Brg Width = 1.5 Min Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 10 -36
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - C 0 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.000 C - -
HORZ(TL): 0.000 C - -
Creep Factor: 2.0
Max TC CSI: 0.020
Max BC CSI: 0.014
Max Web CSI: 0.000
Wgt: 4.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J1A
Truss Type
JACK
Qty
1
Ply
1 3216
09/10/2020
1'
4"3 10"3A
B
C
6
12
2X4(A1)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 10 0.15 1.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 45 /- /- /28 /15 /35
C 14 /- /- /9 /5 /-
B 22 /- /- /16 /29 /-
Wind reactions based on MWFRS
A Brg Width = 3.5 Min Req = 1.5
C Brg Width = 1.5 Min Req = -
B Brg Width = 1.5 Min Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 10 -36
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - C 0 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.000 C - -
HORZ(TL): 0.000 C - -
Creep Factor: 2.0
Max TC CSI: 0.020
Max BC CSI: 0.014
Max Web CSI: 0.000
Wgt: 4.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J1A
Truss Type
JACK
Qty
1
Ply
1 3216
09/10/2020
1'
4"3 10"3A
B
C
6
12
2X4(A1)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 10 0.15 1.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
Shim all supports to solid bearing.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 218 /- /- /238 /182 /80
D 1 /-23 /- /42 /39 /-
C - /-31 /- /51 /52 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
Chords Tens. Comp.
B - C 72 -25
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 32 -10
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 D 999 360
VERT(CL): 0.000 D 999 240
HORZ(LL): 0.000 D - -
HORZ(TL): 0.000 D - -
Creep Factor: 2.0
Max TC CSI: 0.473
Max BC CSI: 0.057
Max Web CSI: 0.000
Wgt: 7.0 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J1B
Truss Type
JACK
Qty
2
Ply
1 3307
09/10/2020
1'
1'5"9
4"3 2"28"110"31'5"15A
B
C
D
6
12
3
12
2X4(A1)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 10 0.15 1.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
Shim all supports to solid bearing.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 218 /- /- /238 /182 /80
D 1 /-23 /- /42 /39 /-
C - /-31 /- /51 /52 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
Chords Tens. Comp.
B - C 72 -25
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 32 -10
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 D 999 360
VERT(CL): 0.000 D 999 240
HORZ(LL): 0.000 D - -
HORZ(TL): 0.000 D - -
Creep Factor: 2.0
Max TC CSI: 0.473
Max BC CSI: 0.057
Max Web CSI: 0.000
Wgt: 7.0 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J1B
Truss Type
JACK
Qty
2
Ply
1 3307
09/10/2020
1'
1'5"9
4"3 2"28"110"31'5"15A
B
C
D
6
12
3
12
2X4(A1)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 34 0.15 3.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 233 /- /- /213 /154 /155
D 43 /- /- /22 /1 /-
C 64 /- /- /37 /85 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
Chords Tens. Comp.
B - C 29 -115
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.001 D - -
HORZ(TL): 0.002 D - -
Creep Factor: 2.0
Max TC CSI: 0.473
Max BC CSI: 0.075
Max Web CSI: 0.000
Wgt: 11.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J3
Truss Type
JACK
Qty
5
Ply
1 3207
09/10/2020
3'1'5"9
4"3 1'10"32'5"15A
B
C
D
6
12
2X4(A1)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 34 0.15 3.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 233 /- /- /213 /154 /155
D 43 /- /- /22 /1 /-
C 64 /- /- /37 /85 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
Chords Tens. Comp.
B - C 29 -115
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.001 D - -
HORZ(TL): 0.002 D - -
Creep Factor: 2.0
Max TC CSI: 0.473
Max BC CSI: 0.075
Max Web CSI: 0.000
Wgt: 11.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J3
Truss Type
JACK
Qty
5
Ply
1 3207
09/10/2020
3'1'5"9
4"3 1'10"32'5"15A
B
C
D
6
12
2X4(A1)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 34 0.15 3.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 120 /- /- /76 /51 /109
C 47 /- /- /26 /6 /-
B 79 /- /- /57 /101 /-
Wind reactions based on MWFRS
A Brg Width = 3.5 Min Req = 1.5
C Brg Width = 1.5 Min Req = -
B Brg Width = 1.5 Min Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 -129
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - C 0 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.002 C - -
HORZ(TL): 0.002 C - -
Creep Factor: 2.0
Max TC CSI: 0.275
Max BC CSI: 0.162
Max Web CSI: 0.000
Wgt: 9.8 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J3A
Truss Type
JACK
Qty
1
Ply
1 3219
09/10/2020
3'
4"3 1'10"3A
B
C
6
12
2X4(A1)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 34 0.15 3.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 120 /- /- /76 /51 /109
C 47 /- /- /26 /6 /-
B 79 /- /- /57 /101 /-
Wind reactions based on MWFRS
A Brg Width = 3.5 Min Req = 1.5
C Brg Width = 1.5 Min Req = -
B Brg Width = 1.5 Min Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 -129
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - C 0 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.002 C - -
HORZ(TL): 0.002 C - -
Creep Factor: 2.0
Max TC CSI: 0.275
Max BC CSI: 0.162
Max Web CSI: 0.000
Wgt: 9.8 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J3A
Truss Type
JACK
Qty
1
Ply
1 3219
09/10/2020
3'
4"3 1'10"3A
B
C
6
12
2X4(A1)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 35 0.15 3.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
Shim all supports to solid bearing.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 234 /- /- /209 /155 /155
D 42 /- /- /23 /3 /-
C 63 /- /- /38 /82 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
Chords Tens. Comp.
B - C 28 -109
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 10 -10
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.003 D 999 360
VERT(CL): 0.004 D 999 240
HORZ(LL): 0.002 D - -
HORZ(TL): 0.003 D - -
Creep Factor: 2.0
Max TC CSI: 0.473
Max BC CSI: 0.099
Max Web CSI: 0.000
Wgt: 12.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J3B
Truss Type
JACK
Qty
2
Ply
1 3304
09/10/2020
3'1'5"9
4"3 8"21'2"11'10"32'5"15A
B
C
D
6
12
3
12
2X4(A1)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 35 0.15 3.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
Shim all supports to solid bearing.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 234 /- /- /209 /155 /155
D 42 /- /- /23 /3 /-
C 63 /- /- /38 /82 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
Chords Tens. Comp.
B - C 28 -109
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 10 -10
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.003 D 999 360
VERT(CL): 0.004 D 999 240
HORZ(LL): 0.002 D - -
HORZ(TL): 0.003 D - -
Creep Factor: 2.0
Max TC CSI: 0.473
Max BC CSI: 0.099
Max Web CSI: 0.000
Wgt: 12.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J3B
Truss Type
JACK
Qty
2
Ply
1 3304
09/10/2020
3'1'5"9
4"3 8"21'2"11'10"32'5"15A
B
C
D
6
12
3
12
2X4(A1)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 58 0.15 5.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 299 /- /- /248 /179 /229
D 77 /- /- /37 /2 /-
C 127 /- /- /86 /163 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
Chords Tens. Comp.
B - C 57 -141
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.007 D - -
HORZ(TL): 0.008 D - -
Creep Factor: 2.0
Max TC CSI: 0.476
Max BC CSI: 0.218
Max Web CSI: 0.000
Wgt: 18.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J5
Truss Type
JACK
Qty
5
Ply
1 3210
09/10/2020
5'1'5"9
4"3 2'10"33'5"15A
B
C
D
6
12
2X4(A1)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 58 0.15 5.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 299 /- /- /248 /179 /229
D 77 /- /- /37 /2 /-
C 127 /- /- /86 /163 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
Chords Tens. Comp.
B - C 57 -141
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.007 D - -
HORZ(TL): 0.008 D - -
Creep Factor: 2.0
Max TC CSI: 0.476
Max BC CSI: 0.218
Max Web CSI: 0.000
Wgt: 18.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J5
Truss Type
JACK
Qty
5
Ply
1 3210
09/10/2020
5'1'5"9
4"3 2'10"33'5"15A
B
C
D
6
12
2X4(A1)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 58 0.15 5.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 197 /- /- /126 /87 /183
C 80 /- /- /44 /9 /-
B 136 /- /- /97 /171 /-
Wind reactions based on MWFRS
A Brg Width = 3.5 Min Req = 1.5
C Brg Width = 1.5 Min Req = -
B Brg Width = 1.5 Min Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 61 -145
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - C 0 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.010 C - -
HORZ(TL): 0.011 C - -
Creep Factor: 2.0
Max TC CSI: 0.510
Max BC CSI: 0.290
Max Web CSI: 0.000
Wgt: 15.4 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J5A
Truss Type
JACK
Qty
1
Ply
1 3222
09/10/2020
5'
4"3 2'10"3A
B
C
6
12
2X4(A1)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 58 0.15 5.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 197 /- /- /126 /87 /183
C 80 /- /- /44 /9 /-
B 136 /- /- /97 /171 /-
Wind reactions based on MWFRS
A Brg Width = 3.5 Min Req = 1.5
C Brg Width = 1.5 Min Req = -
B Brg Width = 1.5 Min Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 61 -145
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - C 0 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.010 C - -
HORZ(TL): 0.011 C - -
Creep Factor: 2.0
Max TC CSI: 0.510
Max BC CSI: 0.290
Max Web CSI: 0.000
Wgt: 15.4 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J5A
Truss Type
JACK
Qty
1
Ply
1 3222
09/10/2020
5'
4"3 2'10"3A
B
C
6
12
2X4(A1)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 60 0.15 5.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
Shim all supports to solid bearing.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 300 /- /- /245 /180 /229
D 77 /- /- /38 /7 /-
C 125 /- /- /86 /158 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
Chords Tens. Comp.
B - C 56 -137
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 19 -16
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.019 D 999 360
VERT(CL): 0.021 D 999 240
HORZ(LL): -0.011 D - -
HORZ(TL): 0.013 D - -
Creep Factor: 2.0
Max TC CSI: 0.446
Max BC CSI: 0.243
Max Web CSI: 0.000
Wgt: 19.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J5B
Truss Type
JACK
Qty
2
Ply
1 3301
09/10/2020
5'1'5"9
4"3 1'2"21'8"12'10"33'5"15A
B
C
D
6
12
3
12
2X4(A1)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 60 0.15 5.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
Shim all supports to solid bearing.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 300 /- /- /245 /180 /229
D 77 /- /- /38 /7 /-
C 125 /- /- /86 /158 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
Chords Tens. Comp.
B - C 56 -137
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 19 -16
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.019 D 999 360
VERT(CL): 0.021 D 999 240
HORZ(LL): -0.011 D - -
HORZ(TL): 0.013 D - -
Creep Factor: 2.0
Max TC CSI: 0.446
Max BC CSI: 0.243
Max Web CSI: 0.000
Wgt: 19.6 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J5B
Truss Type
JACK
Qty
2
Ply
1 3301
09/10/2020
5'1'5"9
4"3 1'2"21'8"12'10"33'5"15A
B
C
D
6
12
3
12
2X4(A1)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.15 7.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 371 /- /- /292 /211 /303
D 111 /- /- /55 /7 /-
C 186 /- /- /129 /235 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
Chords Tens. Comp.
B - C 83 -180
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.022 D - -
HORZ(TL): 0.027 D - -
Creep Factor: 2.0
Max TC CSI: 0.839
Max BC CSI: 0.449
Max Web CSI: 0.000
Wgt: 23.8 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J7
Truss Type
EJAC
Qty
17
Ply
1 3201
09/10/2020
7'1'5"9
4"3 3'10"34'5"15A
B
C
D
6
12
2X4(A1)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.15 7.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 371 /- /- /292 /211 /303
D 111 /- /- /55 /7 /-
C 186 /- /- /129 /235 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
Chords Tens. Comp.
B - C 83 -180
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.022 D - -
HORZ(TL): 0.027 D - -
Creep Factor: 2.0
Max TC CSI: 0.839
Max BC CSI: 0.449
Max Web CSI: 0.000
Wgt: 23.8 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J7
Truss Type
EJAC
Qty
17
Ply
1 3201
09/10/2020
7'1'5"9
4"3 3'10"34'5"15A
B
C
D
6
12
2X4(A1)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.15 7.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
Shim all supports to solid bearing.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 372 /- /- /289 /211 /303
D 111 /- /- /58 /12 /-
C 184 /- /- /128 /230 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
Chords Tens. Comp.
B - C 82 -176
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 27 -24
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.062 D 999 360
VERT(CL): 0.078 D 999 240
HORZ(LL): -0.036 D - -
HORZ(TL): 0.044 D - -
Creep Factor: 2.0
Max TC CSI: 0.804
Max BC CSI: 0.488
Max Web CSI: 0.000
Wgt: 25.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J7B
Truss Type
EJAC
Qty
7
Ply
1 3298
09/10/2020
7'1'5"9
4"3 1'8"22'2"13'10"34'5"15A
B
C
D
6
12
3
12
2X4(A1)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.15 7.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
Shim all supports to solid bearing.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 372 /- /- /289 /211 /303
D 111 /- /- /58 /12 /-
C 184 /- /- /128 /230 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 39 0
Chords Tens. Comp.
B - C 82 -176
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 27 -24
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.062 D 999 360
VERT(CL): 0.078 D 999 240
HORZ(LL): -0.036 D - -
HORZ(TL): 0.044 D - -
Creep Factor: 2.0
Max TC CSI: 0.804
Max BC CSI: 0.488
Max Web CSI: 0.000
Wgt: 25.2 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
J7B
Truss Type
EJAC
Qty
7
Ply
1 3298
09/10/2020
7'1'5"9
4"3 1'8"22'2"13'10"34'5"15A
B
C
D
6
12
3
12
2X4(A1)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.00 18.71
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
See STD DETAILS for gable wind bracing requirements.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
R* 76 /- /- /36 /50 /9
Wind reactions based on MWFRS
R Brg Width = 224 Min Req = -
Bearing R is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 124 -189
B - C 98 -62
C - D 119 -8
D - E 207 0
Chords Tens. Comp.
E - F 197 0
F - G 113 -7
G - H 99 -56
H - I 125 -181
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - Q 234 -104
Q - P 244 -110
P - O 250 -111
O - N 255 -113
N - M 256 -112
Chords Tens. Comp.
M - L 255 -112
L - K 252 -111
K - J 248 -109
J - I 233 -104
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - M 0 -139
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - Q 396 -197
C - P 210 -99
D - O 299 -121
Gables Tens. Comp.
L - F 303 -123
K - G 206 -98
J - H 395 -198
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.008 J 999 360
VERT(CL): 0.015 J 999 240
HORZ(LL): 0.004 J - -
HORZ(TL): 0.005 J - -
Creep Factor: 2.0
Max TC CSI: 0.207
Max BC CSI: 0.164
Max Web CSI: 0.093
Wgt: 86.8 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
V01
Truss Type
GABL
Qty
1
Ply
1 3352
09/10/2020
18'8"9
6"15 8'9"1 8'9"1 7"7
9'6"2 9'2"6
0"44'8"4A
B
C
D
E
F
G
H
I
JKLMNOPQ
R
6
12
2X4(D8R)3X4
4X4
2X4(D8R)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.00 18.71
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
See STD DETAILS for gable wind bracing requirements.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
R* 76 /- /- /36 /50 /9
Wind reactions based on MWFRS
R Brg Width = 224 Min Req = -
Bearing R is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 124 -189
B - C 98 -62
C - D 119 -8
D - E 207 0
Chords Tens. Comp.
E - F 197 0
F - G 113 -7
G - H 99 -56
H - I 125 -181
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - Q 234 -104
Q - P 244 -110
P - O 250 -111
O - N 255 -113
N - M 256 -112
Chords Tens. Comp.
M - L 255 -112
L - K 252 -111
K - J 248 -109
J - I 233 -104
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - M 0 -139
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - Q 396 -197
C - P 210 -99
D - O 299 -121
Gables Tens. Comp.
L - F 303 -123
K - G 206 -98
J - H 395 -198
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.008 J 999 360
VERT(CL): 0.015 J 999 240
HORZ(LL): 0.004 J - -
HORZ(TL): 0.005 J - -
Creep Factor: 2.0
Max TC CSI: 0.207
Max BC CSI: 0.164
Max Web CSI: 0.093
Wgt: 86.8 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
V01
Truss Type
GABL
Qty
1
Ply
1 3352
09/10/2020
18'8"9
6"15 8'9"1 8'9"1 7"7
9'6"2 9'2"6
0"44'8"4A
B
C
D
E
F
G
H
I
JKLMNOPQ
R
6
12
2X4(D8R)3X4
4X4
2X4(D8R)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.00 14.71
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
See STD DETAILS for valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
H* 76 /- /- /36 /49 /9
Wind reactions based on MWFRS
H Brg Width = 176 Min Req = -
Bearing H is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 306 -546
B - C 184 -225
Chords Tens. Comp.
C - D 188 -222
D - E 306 -533
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - G 602 -199
G - F 619 -208
Chords Tens. Comp.
F - E 604 -199
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - G 699 -379
Webs Tens. Comp.
F - D 677 -374
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.029 F 999 360
VERT(CL): 0.048 F 999 240
HORZ(LL): 0.011 F - -
HORZ(TL): 0.017 G - -
Creep Factor: 2.0
Max TC CSI: 0.485
Max BC CSI: 0.420
Max Web CSI: 0.208
Wgt: 51.8 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
V02
Truss Type
VAL
Qty
1
Ply
1 3355
09/10/2020
14'8"9
6"15 6'9"1 6'9"1 7"7
5'10"4 3'0"5 5'10"
0"43'8"4A
B
C
D
E
FG
H
6
12
2X4(D8R)
1.5X4
3X3
3X4
2X4
1.5X4
2X4(D8R)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.00 14.71
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
See STD DETAILS for valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
H* 76 /- /- /36 /49 /9
Wind reactions based on MWFRS
H Brg Width = 176 Min Req = -
Bearing H is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 306 -546
B - C 184 -225
Chords Tens. Comp.
C - D 188 -222
D - E 306 -533
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - G 602 -199
G - F 619 -208
Chords Tens. Comp.
F - E 604 -199
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - G 699 -379
Webs Tens. Comp.
F - D 677 -374
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 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
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.029 F 999 360
VERT(CL): 0.048 F 999 240
HORZ(LL): 0.011 F - -
HORZ(TL): 0.017 G - -
Creep Factor: 2.0
Max TC CSI: 0.485
Max BC CSI: 0.420
Max Web CSI: 0.208
Wgt: 51.8 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
V02
Truss Type
VAL
Qty
1
Ply
1 3355
09/10/2020
14'8"9
6"15 6'9"1 6'9"1 7"7
5'10"4 3'0"5 5'10"
0"43'8"4A
B
C
D
E
FG
H
6
12
2X4(D8R)
1.5X4
3X3
3X4
2X4
1.5X4
2X4(D8R)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.00 10.71
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
See STD DETAILS for valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
E* 76 /- /- /35 /47 /8
Wind reactions based on MWFRS
E Brg Width = 128 Min Req = -
Bearing E is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 420 -405
Chords Tens. Comp.
B - C 429 -402
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - D 464 -326
Chords Tens. Comp.
D - C 473 -333
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - D 649 -581
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.027 D 999 360
VERT(CL): 0.037 D 999 240
HORZ(LL): -0.010 D - -
HORZ(TL): 0.013 D - -
Creep Factor: 2.0
Max TC CSI: 0.390
Max BC CSI: 0.383
Max Web CSI: 0.193
Wgt: 36.4 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
V03
Truss Type
VAL
Qty
1
Ply
1 3358
09/10/2020
10'8"9
6"15 4'9"1 4'9"1 7"7
5'2"10 3"8 5'2"6
0"42'8"4A
B
C
D
E
6
12
2X4(D8R)
4X4
2X4
2X4(D8R)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.00 10.71
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
See STD DETAILS for valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
E* 76 /- /- /35 /47 /8
Wind reactions based on MWFRS
E Brg Width = 128 Min Req = -
Bearing E is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 420 -405
Chords Tens. Comp.
B - C 429 -402
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - D 464 -326
Chords Tens. Comp.
D - C 473 -333
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - D 649 -581
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.027 D 999 360
VERT(CL): 0.037 D 999 240
HORZ(LL): -0.010 D - -
HORZ(TL): 0.013 D - -
Creep Factor: 2.0
Max TC CSI: 0.390
Max BC CSI: 0.383
Max Web CSI: 0.193
Wgt: 36.4 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
V03
Truss Type
VAL
Qty
1
Ply
1 3358
09/10/2020
10'8"9
6"15 4'9"1 4'9"1 7"7
5'2"10 3"8 5'2"6
0"42'8"4A
B
C
D
E
6
12
2X4(D8R)
4X4
2X4
2X4(D8R)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.00 6.71
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
See STD DETAILS for valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
E* 76 /- /- /33 /42 /8
Wind reactions based on MWFRS
E Brg Width = 80.0 Min Req = -
Bearing E is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 165 -153
Chords Tens. Comp.
B - C 172 -162
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - D 223 -119
Chords Tens. Comp.
D - C 231 -125
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - D 371 -268
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.006 D 999 360
VERT(CL): 0.009 D 999 240
HORZ(LL): -0.002 D - -
HORZ(TL): 0.003 D - -
Creep Factor: 2.0
Max TC CSI: 0.136
Max BC CSI: 0.117
Max Web CSI: 0.110
Wgt: 23.8 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
V04
Truss Type
VAL
Qty
1
Ply
1 3361
09/10/2020
6'8"9
6"15 2'9"1 2'9"1 7"7
3'2"10 3"8 3'2"6
0"41'8"4A
B
C
D
E
6
12
2X4(D8R)
4X4
1.5X3
2X4(D8R)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.00 6.71
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
See STD DETAILS for valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
E* 76 /- /- /33 /42 /8
Wind reactions based on MWFRS
E Brg Width = 80.0 Min Req = -
Bearing E is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 165 -153
Chords Tens. Comp.
B - C 172 -162
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - D 223 -119
Chords Tens. Comp.
D - C 231 -125
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - D 371 -268
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.006 D 999 360
VERT(CL): 0.009 D 999 240
HORZ(LL): -0.002 D - -
HORZ(TL): 0.003 D - -
Creep Factor: 2.0
Max TC CSI: 0.136
Max BC CSI: 0.117
Max Web CSI: 0.110
Wgt: 23.8 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
V04
Truss Type
VAL
Qty
1
Ply
1 3361
09/10/2020
6'8"9
6"15 2'9"1 2'9"1 7"7
3'2"10 3"8 3'2"6
0"41'8"4A
B
C
D
E
6
12
2X4(D8R)
4X4
1.5X3
2X4(D8R)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 33 0.00 2.71
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
See STD DETAILS for valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
D* 76 /- /- /24 /24 /5
Wind reactions based on MWFRS
D Brg Width = 32.0 Min Req = -
Bearing D is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 124 -113
Chords Tens. Comp.
B - C 122 -111
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - C 119 -98
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.001 999 360
VERT(CL): 0.003 999 240
HORZ(LL): 0.001 - -
HORZ(TL): 0.001 - -
Creep Factor: 2.0
Max TC CSI: 0.031
Max BC CSI: 0.060
Max Web CSI: 0.000
Wgt: 7.0 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
V05
Truss Type
VAL
Qty
1
Ply
1 3364
09/10/2020
2'8"9
6"15 9"1 9"1 7"7
0"48"4A
B
C
D
6
12
2X4(D8R)3X4
2X4(D8R)
**WARNING**Please thoroughly review the ''A-1 ROOF TRUSSES (''SELLER''), GENERAL TERMS and CONDITIONS CUSTOMER (''BUYER'') ACKNOWLEDGMENT'' form.
Verify design parameters and read notes on this Truss Design Drawing (TDD) and the Specialty Engineer reference sheet before use. Unless otherwise stated on the TDD, only Alpine
connector plates shall be used for the TDD to be valid. As a Truss Design Engineering (i.e. Specialty Engineer), the seal on any TDD represents an acceptance of the professional engineering
responsibility for the design of the single Truss depicted on the TDD only, under TPI-1. The design assumptions, loading conditions, suitability and use of this Truss for any Building is the
responsibility of the Owner, the Owner’s authorized agent or the Building Designer, in the context of the IRC, the IBC, local building code and TPI-1. The approval of the TDD and any field
use of the Truss, including handling, storage, installation and bracing shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and
guidelines of the Building Component Safety Information (BSCI) published by TPI and SBCA are referenced for general guidance. TPI-1 defines the responsibilities and duties of the Truss
Designer, Specialty Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by all parties involved. The Specialty Engineer is NOT the
Building Designer or Truss System Engineer of any building. All capitalized terms are as defined in TPI-1.
Copyright © 2016 A-1 Roof Trusses – Reproduction of this document, in any form, is prohibited without the written permission of A-1 Roof Trusses.
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 33 0.00 2.71
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C member design.
Additional Notes
See STD DETAILS for valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
D* 76 /- /- /24 /24 /5
Wind reactions based on MWFRS
D Brg Width = 32.0 Min Req = -
Bearing D is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 124 -113
Chords Tens. Comp.
B - C 122 -111
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - C 119 -98
Loading Criteria (psf)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 7.00
Des Ld: 37.00
NCBCLL: 10.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 160 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.00 ft
TCDL: 5.0 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Code / Misc Criteria
Code:FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:10(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.001 999 360
VERT(CL): 0.003 999 240
HORZ(LL): 0.001 - -
HORZ(TL): 0.001 - -
Creep Factor: 2.0
Max TC CSI: 0.031
Max BC CSI: 0.060
Max Web CSI: 0.000
Wgt: 7.0 lbs
VIEW Ver: 20.01.01A.0724.11
Job
ARMSBSB2
Truss
V05
Truss Type
VAL
Qty
1
Ply
1 3364
09/10/2020
2'8"9
6"15 9"1 9"1 7"7
0"48"4A
B
C
D
6
12
2X4(D8R)3X4
2X4(D8R)
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION
CORNERSET GENERAL SPECIFICATIONS
Attach King Jack w/ (3) 16d Toe
Nails @ TC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
Attach End Jack's
w/ (4) 16d Toe Nails @ TC
& (3) 16d Toe Nails @ BC
Attach Corner Jack's
w/ (2) 16d Toe Nails
@ TC & BC (Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TC &
BC (Typ) 7'-0" MAX ST-CRNRST
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
STDTL01
BC
JUNE 20, 2019
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
STDTL03ALTERNATE GABLE END BRACING DETAILFEBRUARY 17, 2017
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
OPTION #2: APA RATED GUSSET.
OPTION #3: 2X4 VERT. SCAB.
PIGGY-BACK TRUSS. (REFER
TO ACTUAL TRUSS DESIGN
DRAWINGS FOR ADDITIONAL
INFORMATION.)
** IMPORTANT NOTE **
THIS DETAIL IS VALID ONLY FOR SINGLE PLY BASE TRUSSES
SPACED AT 24" O.C. OR LESS.
PIGGY-BACK DETAIL (TYPICAL)
180 MPH WIND, 30.00 FT MEAN ROOF HEIGHT, A.S.C.E. 7-10, PARTIALLY ENCLOSED BLDG.
LOCATED ANYWHERE AT ROOF, EXPOSURE C, WIND D.L.= 5.0 P.S.F. (MIN.), KZT= 1.00.
OR...
160 MPH WIND, 30.00 FT MEAN ROOF HEIGHT, A.S.C.E. 7-10, PARTIALLY ENCLOSED BLDG.
LOCATED ANYWHERE AT ROOF, EXPOSURE D, WIND D.L.= 5.0 P.S.F. (MIN.), KZT= 1.00.
IMPORTANT NOTE:
TOP CHORDS OF TRUSSES SUPPORTING PIGGY-BACK CAP TRUSSES MUST BE ADEQUATELY
BRACED BY SHEATHING AND/ OR PURLINS. THE BUILDING ENGINEER OF RECORD SHALL
PROVIDE DIAGONAL BRACING OR OTHER SUITABLE ANCHORAGE TO PERMANENTLY
RESTRAIN PURLINS AND LATERAL BRACING FOR OUT OF PLANE LOADS OVER GABLE ENDS.
MAXIMUM TRUSS SPACING IS NOT TO EXCEED 24" O.C.
DETAIL IS NOT APPLICABLE IF CAP SUPPORTS ADDITIONAL LOADS SUCH AS CUPOLA,
STEEPLE, CHIMNEY OR DRAG STRUT LOADS.
**REFER TO ENGINEER'S SEALED TRUSS DESIGN DRAWINGS FOR PIGGY-BACK AND BASE
TRUSS SPECIFICATIONS.**
OPTION NO. 2 - APA RATED GUSSET:
8" x 8" x 0-7/16" (MIN.) APA RATED SHEATHING GUSSETS
EACH FACE. ATTACH AT 8'-0" O.C. w/ 8 (EACH) 6d
COMMON (0.113" x 2") NAILS PER GUSSET: 4 (EACH) AT
CAP BOTTOM CHORD & 4 (EACH) AT BASE TRUSS TOP
CHORD. GUSSETS MAY BE STAGGERED AT 4'-0" O.C.
FRONT TO BACK FACES. MINIMUM TWO (2 EA.)
CONNECTIONS AT EACH TRUSS.
OPTION NO. 3 - 2X4 VERTICAL WOOD SCAB:
2X4 SPF #2, FULL CHORD DEPTH SCABS AT EACH FACE.
ATTACH AT 8'-0" O.C. w/6 (EACH) 10d BOX NAILS (0.128"
x 3") PER SCAB: 3 (EACH) AT CAP BOTTOM CHORD AND
3 (EACH) AT BASE TRUSS TOP CHORD. SCABS MAY BE
STAGGERED 4'-0" O.C. FRONT TO BACK FACES.
MINIMUM TWO (2 EA.) CONNECTIONS AT EACH TRUSS.
OPTION NO. 1 - TEE-LOK
3" x 8" TEE-LOK MULTI-USE CONNECTION PLATES SPACED
AT 4'-0" O.C. MAX. PLATES SHALL BE PRESSED INTO
PIGGY-BACK TRUSS AT 4'-0" O.C. STAGGERED FROM
EACH FACE AND NAILED TO BASE TRUSS WITH 4 EACH
6d (1.5" X 0.099") NAILS IN EACH PLATE TO ACHEIVE
MAXIMUM UPLIFT CAPACITY OF 377 LBS AT EACH 3" X 8"
TEE-LOK MULTI-USE CONNECTION PLATE (MINIMUM OF 2
PLATES).
OPTION #1: TEE-LOK MULTI-USE
CONNECTION PLATE.
ATTACH EACH PURLIN TO TOP
CHORD OF BASE TRUSS. PURLIN
& CONNECTIONS BY OTHERS.
BASE TRUSS. (REFER TO TRUSS
DESIGN DRAWINGS FOR
ADDITIONAL INFORMATION.)
PURLINS SPACED ACCORDING
TO MAX. SPACING OF TOP
CHORD OF BASE TRUSS.
SPACING IS NOT TO EXCEED 24"
O.C. & PURLINS TO BE LOCATED
AT JOINT OF EACH BASE TRUSS.
2'-0"
MAX
PIGGY-BACK TRUSS STDTL04.112/23/19
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
STDTL05TRUSSED VALLEY SET DETAIL - SHEATHED
P 12
VALLEY TRUSS
(TYPICAL)
BASE TRUSSES
SEE DETAIL "A"
BELOW (TYP.)
VALLEY TRUSS
(TYPICAL)
GABLE END, COMMON
TRUSS, OR GIRDER TRUSS
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6" O.C.
DETAIL A
TRUSS CRITERIA:
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24" O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3" X 0.131" = 10d
2. WOOD SCREW = 4.5" SDS25412 SIMPSON OR
EQUIVALENT.
3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL "A".
5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
6. NAILING DONE PER NDS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C.
JULY 17, 2017
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO
SIMPSON SDS25412 (1/4" X 4.5")
OR EQUIVALENT WOOD SCREWS
INTO EACH BASE TRUSS.
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
STDTL06TRUSSED VALLEY SET DETAIL
P 12
VALLEY TRUSS
(TYPICAL)
BASE TRUSSES
SEE DETAIL "A"
BELOW (TYP.)
VALLEY TRUSS
(TYPICAL)
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6" O.C.
DETAIL A
(NO SHEATHING) N.T.S.
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24" O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3" X 0.131" = 10d
2. WOOD SCREW = 3" SDS25300 SIMPSON OR EQUIVALENT.
3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL
"A".
4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
DRAWINGS.
5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
6. NAILING DONE PER NDS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C.
FEBRUARY 5, 2018
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO
SIMPSON SDS25300 (1/4" X 3")
OR EQUIVALENT WOOD
SCREWS INTO EACH BASE
TRUSS.
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
STDTL07TRUSSED VALLEY SET DETAIL
(HIGH WIND VELOCITY)
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY II BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24" O.C. (BASE AND VALLEY)
SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10" ON AFFECTED
TOP CHORDS.
NOTES:
1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES.
2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER.
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12/12 PITCH)
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
MAXIMUM 6/12 PITCH
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
NOTE: VALLEY STUD SPACING NOT TO
EXCEED 48" O.C. SPACING.
ATTACH VALLEY TRUSSES TO LOWER TRUSSES
WITH USP RT7 OR EQUIVALENT.
NON-BEVELED
BOTTOM CHORD
NON-BEVELED
BOTTOM CHORD
JULY 17, 2017
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
MAXIMUM STUD LENGTH
2X4 SP #3 / STUD 12" O.C.
16" O.C.
24" O.C.
2X4 SP #3 / STUD
2X4 SP #3 / STUD
2X4 SP #2 12" O.C.
16" O.C.
24" O.C.
2X4 SP #2
2X4 SP #2
3-8-10
3-3-10
2-8-6
5-6-11
4-9-12
3-11-3
6-6-11
6-6-11
5-4-12
11-1-13
9-10-15
8-1-2
3-10-15 5-6-11 6-6-11 11-8-14
10-8-0
9-3-13
6-6-11
6-2-9
4-9-12
3-11-3
3-6-11
3-1-4
3X4 =
12
A
A
* *
*
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE B OR C
ASCE 7-10 190 MPH
DURATION OF LOAD INCREASE : 1.60
STDTL08STANDARD GABLE END DETAIL
B B
+
+
+
+
**
STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
CONNECTION OF BRACING IS BASED ON MWFRS.
FEBRUARY 17, 2017
**
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
STDTL09FEBRUARY 17, 2017
T-BRACE / I-BRACE DETAIL
WITH 2X BRACE ONLY
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
STDTL10FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
45.00°45.00°45.00°
STDTL11FEBRUARY 17, 2017 LATERAL TOE-NAIL DETAIL
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
L
STDTL12FEBRUARY 17, 2017 UPLIFT TOE-NAIL DETAIL
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
FEBRUARY 5, 2016 ST-2x2 NAILINGTYP 2x2 NAILER ATTACHMENT
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
2x2 NAILER ATTACHMENT
GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
7-10, 29'-0" Mean Height, Exp. B, C or D.
1.5 x 4
1.5 x 4
2 x 4 SP No . 2 (M in )2x4 SP No. 2 (Min)
2x2 SP No. 3
STDTL13
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
April 11, 2016 ST-FLAT GIR BRACETYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
(4) 12d
MAX 30" (2'-6")
2x6 #2 SP (Both Faces)
24" o.c.
SIMPSON H5
(4) 12d
TRUSS 24" o.c.
UPLIFT CONNECTION
(SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
VARIES
12
STDTL14
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
STDTL15FEBRUARY 17, 2017 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND
DAMAGED OR MISSING CHORD SPLICE PLATES
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946
STDTL16FEBRUARY 17, 2017 SCAB APPLIED OVERHANGS
(L)
24" MAX
(2.0 x L)
24" MIN
Rama Pranav Kristam, P.E.# 889064451 St. Lucie Blvd, Suite 201
Fort Pierce, FL 34946