HomeMy WebLinkAbout07.29.21 S&S Approved Truss EngineeringRE: 2348668 -
Site InfWill ati®n:
Customer Info: Mike Smith
Lot/Block: -
Address: 107 Th St., -
City: Fort Pierce
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
Project Name: 2348668 Model: -
Subdivision: -
State: FL
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 336104115
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
Loading Conditions):
Design Code: FBC2017/TP12014
Wind Code: ASCE 7-10
Roof Load: 45.0 psf
State:
Loads (Individual Truss Design Drawings Show Special
Design Program: MiTek 20/20 8.2
Wind Speed: 170 mph
Floor Load: N/A psf
This package includes 2 individual, Truss Design Drawings and 0 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
Date
No. Seal#
1
T24842317
2 T24842318
Truss Name
P01
T01
7/29/21
7/29/21
The truss drawings) referenced above have been prepare
under my direct supervision based on the parameters
provided by Builders FirstSource-Jacksonville.
■ ` 00 s 0%9 •
d by MiTek USA, Inc.
Truss Design Engineer's Name: ORegan, Philip
My license renewal date for the state of Florida is February 28, 2023.
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdictions) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek or TRENCO. Any project specific information included is for MiTek's or
TRENCO's customers file reference purpose only, and was not taken into account in the
preparation of these designs. MiTek or TRENCO has not independently verified the
applicability of the design parameters or the designs for any particular building. Before use,
the building designer should verify applicability of design parameters and properly
incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2.
o Rojocto�
o Rowuomll
a �+o foot _Resubmit
lTTLE,TAILJ, L.�..c.
812600
STATE OF : 4/44/
4f4f110 NAL�����
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date.
July 29,2021
ORegan, Philip 1 of 1
Job
Truss
Truss Type
Qty
Ply
T24842317
2348668
P01
PIGGYBACK
21
1
Job Reference (optional)
Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 Is Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 14:11:34 2021 Page 1
ID:H6WBnMs74ToAVF6TRDm5Gxz85Mc-fgKnaiFdcv6rgy5ezBnVQfkPWI?_rAMezapGSOytW21
4-7-13 , 9-3-10
4-7-13 4-7-13
0
3x6 =
2x4
4x6 =
3
0
3x6 =
Scale = 1:18.0
LOADING (psf) SPACING- 211111,0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 2080 Plate Grip DOL 1.25 TIC 0.26 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 29 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. All bearings
BRACING-
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
(Ib) - Max Horz 1=-89(LC 10)
Max Uplift All uplift 100 Ib or less at joints) except 1=-193(LC 17), 5=-160(LC 18), 6=-123(LC 12), 2=-253(LC
12), 4=-253(LC 12)
Max Grav All reactions 250 lb or less at joints) 1, 5 except 6=308(LC 1), 2=429(LC 17), 4=410(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
These
This code
or building
truss designs are based upon the building code shown.
has been specified by the project engineer/architect,
designer. The applicability of this code in any
particular jurisdiction should be confirmed with the building
official prior to truss fabrication. This determination is not the
responsibility of the component/truss designer.
NOTES- (9) This applies to all truss design drawings in this job.
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-3 to 3-4-3, Interior(1) 3-4-3 to 4-7-13, Exterior(2) 4-7-13 to
7-7-13, Interior(1) 7-7-13 to 8-11-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing..
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 lb uplift at joint 1, 160 lb uplift at
joint 5, 123 lb uplift at joint 6, 253 lb uplift at joint 2 and 253 lb uplift at joint 4.
7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 2, 4.
8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."
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® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, deliv6ey, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
No 58126
�,,S/
f101111
N AL 111
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
July 29,2021
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24842318
2348668
T01
ROOF TRUSS
21
1
Job Reference o tional
Builders FirstSource (Jacksonville, FL),
a
0-8-2
-1-6-0��
1-6-0
0-8-2
5-10-1
Jacksonville, FL - 32244,
11-0-0
14-4-3
19-0-0
8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 14:17:36 2021 Page 1
ID:H6WBnMs74ToAVF6TRDm5Gxz85Mc-bDSY?OHt8WMZvGF05cgzV4pb1 ZXfJwExQu INXHytW2j
39-6-0
i 23-7-13 i 27-0-0 i 32-1-15 i 37-3-14_ _ 3$-�0 _ _ �
5-1-15 ' 5-1-15 ' 3-4-3 ' 4-7-13 ' 4-7-13 ' 3-4-3
4x10 MT20HS
4x10 MT20HS =
6.00 12 6 33 34 35 36 7
5-1-15
5-1-15
28 27 26 23 21 19 15 14 13
2x4 II 5x12 = 2x4 II 4x6 = 5x6 = 3x8 = 5x6 = 4x6 =2x4 II 5x12 = 2x4 II
OF8
0-8
5-10-1
5-1-15
11-0-0
5-1-15
14-4-3 1 -0 0
3-4-3 0- - 3
19-0-0
4-0-0
23-0-0 23 7-13 27-0-0
4-0-0 0- - 3 3-4-3
Plate Offsets (X,Y)-- [2:0-4-12,0-2-8], [6:0-5-O,Edge], [7:0-5-O,Edge], [11:0-4-12,0-2-8], [17:0-3-0,0-3-4], [25:0-3-0,0-3-4]
32-1-15
5-1-15
37-3-14
5-1-15
1-6-0 Scale = 1:76.1
2
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.39 18-20 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.80 18-20 >544 180 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) -0.17 30 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Attic -0.13 17-25 1472 360 Weight: 312 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 *Except* TOP CHORD
3-6,7-10: 2x6 SP M 26 BOT CHORD
BOT CHORD 2x6 SP No.2 *Except* JOINTS
2-28,11-13: 2x4 SP No.3, 24-28,13-16: 2x4 SP No.2
17-25: 2x4 SP M 31, 16-24: 2x4 SP No.1
WEBS 2x4 SP No.3 *Except*
2-27,11-14,23-25,17-19: 2x4 SP No.2
REACTIONS. (size) 29=0-8-0, 30=0-8-0
Max Horz 29=367(LC 11)
Max Uplift 29=-777(LC 12), 30=-777(LC 12)
Max Grav 29=2763(LC 18), 30=2763(LC 19)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-4=-2357/736, 4-5=-2927/886, 5-6=-2361 /1018, 6-7=-2346/987, 7-8=-2351 /1025,
8-9=-2875/897, 9-11=-2418/723
BOT CHORD 2-29=-2723/1117, 26-27=-656/2761, 23-26=-665/2764, 21-23=-169/4432,
19-21=-179/4381, 15-19=-675/2714, 14-15=-666/2710, 11-30=-266911106, 22-25=-2288/0,
20-22=-3002/0, 18-20=-3002/0, 17-18=-2288/0
WEBS 2-27=-550/2681, 4-27=-1158/347, 9-14=-1238/325, 11-14=-579/2535, 5-25=0/1053,
8-17=0/1053, 23-25=0/2405, 22-23=-801 /0, 21-22=-25/938, 20-21=-461 /0,
18-21=-29/940, 18-19=-801 /0, 17-19=0/2405, 4-25=-27/462, 25-27=-593/337,
9-17=-110/532, 14-17=-739/455
Structural wood sheathing directly applied or 2-2-0 oc purlins.
Rigid ceiling directly applied or 6-0-0 oc bracing.
1 Brace at Jt(s): 22, 20, 18
Approved
Approved As Noted
���m�t Speclf�ed Item
C��fie
M
NOTES- (12)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=38ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-7-4 to 2-2-6, Interior(1) 2-2-6 to 14-4-14, Exterior(2) 14-4-14
to 19-9-5, Interior(1) 19-9-5 to 23-7-2, Exterior(2) 23-7-2 to 28-11-10, Interior(1) 28-11-10 to 39-7-4 zone; cantilever left and right
exposed ;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-7, 7-8; Wall dead load (9.Opsf) on member(s).5-25, 8-17
8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 22-25, 20-22, 18-20, 17-18
9) Bearing at joints) 29, 30 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 777 Ib uplift at joint 29 and 777 Ib uplift
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl9 Quality Criteria, DSB-89 and BCS/ Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
0
o Rejected
a Resubmit
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No 58126
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Philip J. O'Regan PE No.58126
MTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 29,2021
6904 Parke East Blvd.
Tampa, FL 36610
mit
Job
Truss
Truss Type
Qty
Ply
T24842318
2348668
T01
ROOF TRUSS
21
1
Job Reference o tional
Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 322441
NOTES- (12)
8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 28 14:17:36 2021 Page 2
ID:H6WBnMs74ToAVF6TRDm5Gxz85Mc-bDSY?OHt8WMZvGF05cgzV4pb1 ZXfJwExQuINXHytW2j
11) Attic room checked for L/360 deflection.
12) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of
the building designer per ANSI TPI 1 as referenced by the building code."
Approved
a ApprovEd As Noted
o Submit Specir4'ed Item
Date
VVARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mlt-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl9 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
o ��submit
o t Resubmit
MiTek
6904 Parke East Blvd,
Tampa, FL 36610
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