51 Beach Ave RES19-0058 - Revision 2-13-24_11 L41%I ri,,Revision Request/Correction to Comments ALL INFORMATION
HIGHLIGHTED IN
J
City of Atlantic Beach Building Department GRAY IS REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 12FS Kt -COQ
0-Revision to Issued Permit OR Corrections to Comments Date: 21 /Z121
Project Address: 51 6e44.14 Ave_ 741-4401;,.. i 'fAciA ,FG 3 22 3?j
Contractor/Contact Name: At 4154,/o 6/loot.) / piAvi ey4.4
Contact Phone: goy- 7/4- Lu u z Email: ei. vt l,c fo q(cit). co v
Description of Proposed Revision/Corrections:
runs -1)tprlir i0( .2i hoof ,.Plait 4fusses
16.11/Ze ctA affirm the revision/correction to comments is inclusive of the proposed changes.
Printed !ame)
Will proposed revision/corrections add additional square footage to original submittal?
No C Yes (additional s.f. to be added:
Will proposed revision/corrections add additional increase in building value to original submittal?
yi,No C*yes (additional increase in builing v e' Contractor must sign if increase in valuation)
Signature of Contractor/Agent: , „
Office Use Only)
Cl Approved L 1 Denied Not Applicable to Department Permit Fee Due $
Revision/Plan Review Comments
Department Review Required:
Building
Planning & Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities
Public Safety Date
Fire Services Updoted 10/17/18
PE5 )q - c3
mitLumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek'
RE: J190511-1-R - Sorensen Beach Residence MiTek USA, Inc.
Site Information: 16023 Swingley Ridge Rd
Chesterfield, MO 63017
Customer Info: The Angelo Group Project Name: Sorensen Beach Model: .
Lot/Block: .Subdivision: .
Address: 51 Beach Ave, .
City: Atlantic Beach State: FL
Name Address and License#of Structural Engineer of Record, If there is one, for the building.
Name: Luis A. Pontigo License#: 53311
Address: 4745 Sutton Park Court#204, .
City: Jacksonville State: FL
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8. 5
Wind Code: N/A Wind Speed: N/A mph
Roof Load: N/A psf Floor Load: 55.0 psf
This package includes 3 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date
1 T27844389 F1-01 6/2/22
2 T27844390 F1-02 6/2/22
3 T27844391 F1-03 6/2/22
1 tfluII i
The truss drawing(s)referenced above have been prepared by MiTek USA, Inc.
under my direct supervision based on the parameters J ,.••••••., F i
provided by Manning Building Supplies. G E NS.,.•
Truss Design Engineer's Name: Lee, Julius 69
My license renewal date for the state of Florida is February 28,2023. r
cc=
IMPORTANT NOTE:The seal on these truss component designs is a certification 14STATE OF :14/
that the engineer named is licensed in the jurisdiction(s)identified and that the N
designs comply with ANSI/I-PI 1. These designs are based upon parameters i (Q P.'•``R
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were fie, 1.
s•
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 I"I N A' "
preparation of these designs. MiTek or TRENCO has not independently verified the
4069
applicability of the designparameters or the designs for anyparticular building. Before use, Julius Lee Pk:No. iTekPPY99MiTekInc.DIA MITA USA FL Cert 6634
the building designer should verify applicability of design parameters and properly 16023 S6ingley Ridge Rd.C6alerf eld,MO 63017
incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Dale:
June 2,2022
Lee,Julius I of 1
Job Truss Truss Type Qty Ply Sorensen Beach Residence
Units:2.0
J190511-1-R F1-01 FLOOR 17 1 Eng:HMC T27844389
Job Reference(optional) I
Manning Building Supplies.Jacksonville,FL 8.430 e May 12 2021 MiTek Industnes.Inc. Tue May 31 16: 44: 30 2022 Page 1
ID:xeciP58cKHoIZhcRZ7xR4wpyt8fK-tt6sRgbsAJyzR?7fh9P?4pbCKgeOhH?H36B21hzAxJF
0- 3-8
2-5-4 —I
Scale=1:27.7
2- 8-0
4x7 II 3x3=3x3= 1.5x4 II 3x3=1.5x4 11 3= 1.5x4 11
1 2 3 4 5 7I
e
Ya YI PAai1 ~
N V Q
e
11 10 9 8
1.5x4 3x6 305= 3x5
REPAIR:STUB RIGHT END OF TRUSS AS SHOWN.
ATTACH 3/ 4"PLYWOOD OR OSB GUSSET(23/ 32"RATED SHEATHING 48/24 EXP 1)
LUMBER AND CONNECTOR PLATES(SHOWN DASHED)TO BE TO EACH SIDE OF TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND ONE ROW OF
CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATE(S) 0.131"X 2.5")NAILS SPACED 2"O.C.FROM EACH FACE INTO EACH COVERED TRUSS MEMBER.
MUST BE FULLY EMBEDDED AND UNDISTURBED. PLYWOOD MAY BE APPLIED OVER TRUSS HANGER.
MAXIMUM GAP BETWEEN TRUSS AND HANGER
NOT TO EXCEED 1/16"ON EACH SIDE.
12-11-12 16-9.6
I
12-8-4 3- 9-10
Plate Offsets(X, Y)-- [1:0-3-0,Edge],18:0-1-8,Edge]
LOADING (psf) SPACING-1-4-0 CSI. DEFL.in (loc) 1/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.23 Vert(LL) -0.02 9-10 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(CT) -0.05 8-9 >999 360
BCLL 0.0 Rep Stress Ina YES WB 0.18 Horz(CT) 0.00 8 n/ a n/ a
BCDL 5. 0 1 Code FBC2017/TPI2014 Matrix-SH Weight:76 lb FT=20%F.11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0- 0 oc purlins, except [PS]
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=461/0-3- 0,8=461/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-525/0,2-3=-523/0.3- 4=-523/0, 4-5=-765/0,5- 6=-765/0
BOT CHORD 9-10=0/757,8- 9= 0/508
WEBS 1-10=0/640,4- 10=-293/0,6-9=0/320.6-8=-635/0
NOTES-1)Refer to girder(s)for truss to truss connections.
2)Recommend 2x6 strongbacks.on edge,spaced at 10- 0-0 oc and fastened to each truss with 3-10d(0. 131"X 3")nails. Strongbacks
to be attached to walls at their outer ends or restrained by other means.
3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
4)CAUTION.Do not erect truss backwards.
LOAD CASE(S) Standard 1 l T,'
Continued on page 2 5 1U S ( h 1,,',,
Go
e
0
34869 1.
14 V^.••,•
it','O N A G- S
Jells,Lee PF:No.34869
MITek lee.DIM\IITek ISA FL Cert 6634
16023 Swingley Ridge Rd.Chesterfield,MO 63017
Dole:
June 2,2022
I A WARNING-Verity des .namet.- READ NOTES ON THIS AND NCI UDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design veld for use only with MiTek8)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 budding of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTekisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage.For general guidance regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd ISafetyInformationavailablefromTrussPlateInstitute.2670 Crain Highway.Suite 203 Waldorf,MD 20601
Chesterfield,MO 63017
Job Truss Truss Type Qty ply Sorensen Beach Residence 727844389
J190511-1-R F1-01 FLOOR 17 1 Job Reference(optional)
Manning Building Supplies,Jacksonville,FL 8.430 a May 12 2021 MiTek Industries.Inc. Tue May 31 16: 44:30 2022 Page 2
ID:xegP58cKHolZhcRZ7xR4wpy18fK-tt6sRgbsAJyzR.7fh9P.4pbCKge0hH?H36B2lttZ F
0-3-8
2-5-4 1-1-6
FI I-- Scaleale=1:28. 0
4x7 II 3x3=3x3= 1.5x4 II 3x3= 1.5x4 II 3x3 1.5x4 3x4= 3x3 I I
1 2 3 4 5 6 7 8 9
dqry Irld Plik I cm
I. " ' " • . • •
41.
0, Nt. V
14 13 12 11 10
1.5x4 II 3x6 3x5 3x5 3x6
REPAIR:POINT LOAD ADDED TO THE TRUSS WHERE SHOWN(8). ATTACH 3/ 4"PLYWOOD OR OSB GUSSET(23/32"RATED SHEATHING 48/ 24 EXP 1)
TO EACH SIDE OF TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND ONE ROW OF
0. 131"X 2.5•)NAILS SPACED 2"O.C.FROM EACH FACE INTO EACH COVERED TRUSS MEMBER.
PLYWOOD MAY BE APPLIED OVER TRUSS HANGER.
MAXIMUM GAP BETWEEN TRUSS AND HANGER
NOT TO EXCEED 1/16"ON EACH SIDE.
0-3-8 16-9-6
0-3-8 16-5-14
Plate Offsets(X,Y)-- [1:0- 3-0,Edge]
LOADING (psp I SPACING-1-4-0 CSI. DEFL. in (bc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.26 Vert(LL) -0.09 11-12 >999 480 MT20 244/ 190
TCDL 10. 0 Lumber DOL 1.00 BC 0.65 Vert(CT) -0.13 11-12 >999 360
BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.00 10 n/ a n/a
BCDL 5.0
i
Code FBC2017/TP12014 Matrix-SH Weight:98 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6- 0- 0 oc purNns, except [PS]
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 10=1059/Mechanical.1=735/0-3-0
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-899/0,2-3=-896/0,3.4=-896/ 0,4-5=-1869/0. 5-6=-1869/0, 6-7=-1859/0,7-8=-1859/0
BOT CHORD 12-13=0/1496,11-12=0/1976,10-11=0/681
WEBS 1-13=0/1098,4-13=-749/0. 4-12=0/466,8-11=0/1473,8-10=-1234/0
NOTES-1)Refer to girder(s)for truss to truss connections.
2)Recommend 2x6 strongbacks.on edge.spaced at 10-0-0 oc and fastened to each truss with 3-10d(0. 131"X 3")nails. Strongbacks
to be attached to walls at their outer ends or restrained by other means.
3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
4)CAUTION,Do not erect truss backwards.
5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)598 lb down at 13-0- 0 on bottom
chord. The design/selection of such connection device(s)is the responsibility of others.
6)In the LOAD CASE(S)section.loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:10-14=-7,1-9=-67
Concentrated Loads(Ib)
Vert:11=-598(F)
A.rrlRNING-Verify design barometers and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.5/1912020 BEFORE USE. mll.Desgn veld for use only with Wel*connectors.This design is based only upon parameters shown.and is for an individual building component,not
i
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.Bracng indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanentbracing MiTek'
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 ANSOTPI1 Quality Criteria,DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd
Safety Information available from Truss Plate Institute,2670 Crain Highway.Stile 203 Waldorf MD 20601 Chesterfield.MO 63017
Job Truss Truss Type Oty
7
Sorensen Beach Residence
i
Units:2. 0 T27844390
J190511-1-R F1-02 FLOOR 14 1 Job Reference(optional) Eng.HMC i
Manning Building Supplies.Jedroondlle,FL 8.430 e May 12 2021 MTek Industries,Inc. Thu Jun 2 09: 08: 44 2022 Page 1
I D:xegP58cKHolZhcRZ7xR4wpy18fK-1 r?T2Ru2Y3dlh9mIZ5xV D7sGgDucoapg9tfgTyzANoX
2-5. 4
Scale=1:20.4
3x3 3x3= 1.5x4 II 34= 1.5x4 i
3x6
1 2 3 4 5
a-
p r
7-1 or
e
28
7 6
3x3 II
306 34 3x5
REPAIR:STUB RIGHT END OF TRUSS AS SHOWN.
ATTACH 3/ 4"PLYWOOD OR OSB GUSSET(23/32"RATED SHEATHING 48/24 EXP 1)
LUMBER AND CONNECTOR PLATES(SHOWN DASHED)TO BE
I.'• '
TO EACH SIDE OF TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND ONE ROW OF
CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATE(S) 0.131"X 2. 5")NAILS SPACED 2"0.C.FROM EACH FACE INTO EACH COVERED TRUSS MEMBER.
MUST BE FULLY EMBEDDED AND UNDISTURBED. PLYWOOD MAY BE APPLIED OVER TRUSS HANGER.
MAXIMUM GAP BETWEEN TRUSS AND HANGER
NOT TO EXCEED 1/16"ON EACH SIDE.
10. 3- 0 12-8. 8H
103-0 2-5- 8
Plate Offsets(X, Y)- [6: 0-1-8,Edge]
LOADING (psf) ' SPACING-1-4- 0 CSI. DEFL.in (bc) I/dell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Ver1(LL) -0.01 7 >999 480 MT20 244/190
TCDL 10. 0 Lumber DOL 1.00 BC 0.22 Vert(CT) -0.04 7-8 >999 360
BCLL 0. 0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 6 n/ a n/ a
BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:61 lb FT=20%F.11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except [PS]
BOT CHORD 2x4 SP No.2(flat)
end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0- 0 oc bracing.
REACTIONS. (Ib/size) 8=369/Mechanical,6=369/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-520/0, 3-0=-520/0
BOT CHORD 7-8=0/394.6-7=0/387
WEBS 2-8=-488/0, 4-6=-484/0
NOTES-1)Refer to girder(s)for truss to truss connections.
2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0. 131"X 3")nails. Strongbacks
to be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard Continued on page 2
111/111111//,,
r •
0o
34869
Z.
4ta,,0R ,0.‘...-, ,
Julius Lee PE No.34869
M11Tek Ise.DBA)IITek CSA El.Cert 6634
16023 Swingley Ridge Rd.Chesterfield.MO 631117
Dale:
June 2,2022
A MANNING•Verify den ,,.meters and READ NOTES ON THIS AND INCLUDED MITEK li. li'NCE PAGE MII-7473 rev.5/1912020 BEFORE USE
Design valid for use only with MiTek8l 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 budding of individual truss web and/or chord members only.Additional temporary and permanent bracing M ile k'is always required for Stability and to prevent collapse with possible personal Injury and property damage.For general madame regarding the
fabrication.storage.delivery.erection and bracing of trusses and truss systems.See ANSUfP/f Quality Criteria,OSB-89 and SCSI Building Component 16023 Swingley Ridge RdSafetyInformationavailablefromTrussPlateInstitute,2670 Crain Highway.Suite 203 Waklod,MID 20601
Chesterfield.MO 63017
fob Truss truss Type Qty Ply Sorensen Beach Residence
T27844390
J190511-1-R F1-02 FLOOR 14 1
I Job Reference(gtional)
ManningBuilding Supplies,Jacksonville,FL 8.430 e May 12 2021 MiTek Industries,Inc.Thu Jun 2 09:08:44 2022 Page 2
I D:xegP58cKHoIZhcRZ7xR4wpyt8(K-1 r?T2Ru2Y3dIh9mIZ5xV D7sGgDucoapg9tfgTyzANoX
2-042-2. 8
Scale•1:20. 9
3x3 •3x3= 1.5x4 II 3x3= 1.5x4 II 3x6=
1 2 3 4 5 6
e e'
AV,
pNN---7-
irai- .
11, n1). 1.• ..+••••+++•••••• ,,...:
10 9 8 7
3x6 3x5 3x5 3x3
REPAIR:POINT LOAD ADDED TO THE TRUSS WHERE SHOWN(#). ( ATTACH 3/4'PLYWOOD OR OSB GUSSET(23/ 32"RATED SHEATHING 48/ 24 EXP 1)
TO EACH SIDE OF TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND ONE ROW OF
0.131'X 2. 5")NAILS SPACED 2"O.C.FROM EACH FACE INTO EACH COVERED TRUSS MEMBER.
PLYWOOD MAY BE APPLIED OVER TRUSS HANGER.
MAXIMUM GAP BETWEEN TRUSS AND HANGER
NOT TO EXCEED 1,16"ON EACH SIDE.
12. 8- 812- 8- 8
LOADING (psf) SPACING-1-4-0 CSI. DEFL.in (bc) I/deft Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.27 Vert(LL) -0.02 8-9 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.42 • Vert(CT) -0.06 8- 9 >999 360
BCLL 0. 0 Rep Stress Incr NO WB 0.35 Horz(CT) 0.01 7 n/ a n/a
BCDL 5. 0 Code FBC2017/TP12014 Matrix-SH Weight:751b FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6- 0-0 oc purlins. except [PS[
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0- 0 oc bracing.
REACTIONS. (lb/size) 7=828/Mechanical,10=545/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 6- 7=-823/0, 2- 3=-996/0,3-4=-996/0. 4- 5=-970/0, 5-6=-970/0
BOT CHORD 9-10=0/634,8-9=0/1093
WEBS 2-10=-785/0, 2-9=0/453.6- 8= 0/1231
NOTES-1)Refer to girder(s)for truss to truss connections.
2)Load case(s)1.2 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of
this truss.
3)Recommend 2x6 strongbacks,on edge.spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks
to be attached to walls at their outer ends or restrained by other means.
4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)460 lb down at 10-3- 0 on bottom
chord. The design/selection of such connection device(s)is the responsibility of others.
5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S)
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert,7-10=-7,1-6=-67
Concentrated Loads(Ib)
Vert:8=-460(F)
2)Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:7-10=-7,1-6=-67
Concentrated Loads(Ib)
8)Vert:8=-460(F)
A 1.,ARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Mi'Design veld for use only with MTek8 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 MiTek'
is always required for stability and to prevent collapse with possible personal equry and property damage. For general guidance regarding the
fabrication.storage,delivery,erection and boxing 01 trusses and truss systems,see ANSUTPII Quality Criteria,058-89 and BCSI Building Component 16023 Swinglny Ridge Rd
Safely Information available from Truss Plats Institute.2670 Crain Highway.Suite 203 Waldorf.MD 20601 Chesterfield.MO 63017
Job 7Truss Truss Type Qty Ply 'Sorensen Beach Residence
Units:2.0 T27844391
J190511.1•R F1-03 FLOOR 15 1 Eng:HMC
Job Reference(optional)
Manning Building Supplies,Jacksonville,FL 8.430 e May 12 2021 MiTek Industries,Inc. Thu Jun 2 10.42:56 2022 Page 1
I D:xegP58cKHotZhcRZ7xR4wpyt8fK-YBW9H2HLVejom IrOf7Lvloy9faun4osmgDnwsMzAMQD
0- 3-8
2- 5-4 ---.
1
Scale=1:26.9
2-8-0
4x7 3x3 3x3 1,5x4 II 34=1.5x4 I 13x3 1.5x4
1 2 3 4 5 7
3x4 3x3
e.-.( e w T..:
JON
Nr
41111N114141111101T— VI4 ci
10 g 8
3x6
1.5x4 3x5 355 3x5
REPAIR:STUB RIGHT END OF TRUSS AS SHOWN.
ATTACH 3/ 4"PLYWOOD OR OSB GUSSET(23/ 32"RATED SHEATHING 48/24 EXP 1)
LUMBER AND CONNECTOR PLATES(SHOWN DASHED) TO BE TO EACH SIDE OF TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND ONE ROW OF
CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATE(S) 0. 131"X 2, 5")NAILS SPACED 2"O.C.FROM EACH FACE INTO EACH COVERED TRUSS MEMBER.
MUST BE FULLY EMBEDDED AND UNDISTURBED. PLYWOOD MAY BE APPLIED OVER TRUSS HANGER.
MAXIMUM GAP BETWEEN TRUSS AND HANGER
NOT TO EXCEED 1/16"ON EACH SIDE.
0-3-8 12-11-12
I 16- 7- 4
0-3-8 12-8 3-7- 8
Plate Offsets(X.Y)— [1:0- 3-0,Edge],[8:0-1-8,Edge]
LOADING (psf) SPACING.1-4- 0 CSI. DEFL.in (loc) I/deft Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.23 Vert(LL) -0.02 9-10 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(CT) -0.05 8- 9 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.00 8 n/ a n/ a
BCDL 5. 0 I Code FBC2017/TPI2014 Matrix-SH Weight:76 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6- 0-0 oc purlins, except (PS)
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0- 0 oc bracing.
OTHERS 2x4 SP No.2(flat)
REACTIONS. (lb/size) 1=461/0-3-0,8=461/Mechanical
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-525/ 0,2-3=-523/0,3-4=-523/0, 4-5=-765/0. 5-6=-765/0
BOT CHORD 9-10=0/757,8-9= 0/508
WEBS 1-10=0/640,4-10=-293/0, 6-9=0/320,6-8=- 635/0
NOTES-1)Refer to girder(s)for truss to truss connections.
2)Recommend 2x6 strongbacks.on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0. 131"X 3")nails. Strongbacks
to be attached to walls at their outer ends or restrained by other means.
3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
4)CAUTION.Do not erect truss backwards.
LOAD CASE(S) Standard
Continued on page 2 OUS'C I',',e• i
CENg' oo
No 34869
M,i , ii
le SSAO N A;1— os
Julius Lee P11 No.34869
IiTek Inc.DBA MiTek CSA Ft.Cert 6634
16023 Swingley Ridge Rd.Chesterfield.MO 63017
Date:
June 2,2022
A WARNING-verify design paramele, MEAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE
Design said for use only with MiTek€connectors.This design is based only upon parameters€lawn,and is for an individual building component.not111111atrusssystem.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 MiTek'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/TPII Quality Criteria,DSB-S9 and BCSI Building Component 16023 SwIngley Ridge RdSafetyInformationavailablefromTrussPlateInstitute.2670 Crain Highway.Suite 203 Waldorf.MD 20601
ChesterBNd MO 63017
j - Truss Truss Type Qty Ply i Sorensen Beach Residence
T27844391
J190511-1-R F1-03 FLOOR 115 1 Job Reference(optional)
Manning Building Supplies,Jacksonville.FL 8.430 a May 12 2021 MiTch Industries.Inc.Thu Jun 2 10:42: 56 2022 Ppa 2
ID:xegP58cKHolZhcRZ7xR4wpyt8n(YBW9H2HLVejomIr0f7Lvl0y9faun4osmgDnwsMzAMQD
0-3-8
2- 5-4 I 0.11HII shale=1:27.7
4x7 II 3x3= 3x3= 1.5x4 II 3x3=1.5x4 3x3 1.5x4 II 3x4= 3x3 II
1 2 3 4 5 6 7 8 9
MsrYl —•—• e1 e.1 041 ... --•
1
I. , • • • • • • . Not 40,
111111 11' •....:
J. . • •...
a1i uwe WWI.
14 13 12 11 10
1.5x4 • 3x6 3x5 3x5 3x6 _.
REPAIR:POINT LOAD ADDED TO THE TRUSS WHERE SHOWN(#).
ATTACH
311/
646-".37-
P4LYWOOD OR OSB GUSSET(23/32'RATED SHEATHING 48/24 EXP 1)
TO EACH SIDE OF TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND ONE ROW OF
0.131"X 2.5")NAILS SPACED 2"O.C.FROM EACH FACE INTO EACH COVERED TRUSS MEMBER.
PLYWOOD MAY BE APPLIED OVER TRUSS HANGER.
MAXIMUM GAP BETWEEN TRUSS AND HANGER
NOT TO EXCEED 1/16"ON EACH SIDE.
12
Plate Offsets(X, Y)— [1:0- 3-0,Edge]
LOADING (psf) 1 SPACING-1-4-0 CSI. DEFL.in (loc) Udefl Lid PLATES ORP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.05 12 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(CT) -0. 12 11-12 >999 360
BCLL 0. 0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.00 10 n/a n/a
BCDL 5. 0 Code FBC2017/TPI2014 Matrix-SH Weight:97 lb FT=20%F,1176E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 8.0.0 oc purtins, except [PSI
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10- 0- 0 oc bracing.
REACTIONS. (lb/size) 10=1055/Mechanical,1=723/0-3- 0
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-882/0. 2- 3=-880/0,3- 4=-880/0,4-5=-1820/0,5- 6=-1820/0, 6- 7=-1777/0, 7- 8=-1777/0
BOT CHORD 12-13=0/1463,11-12=0/1910,10-11=0/587
WEBS 1-13=0/1077,4- 13=-729/0,4-12=0/446,8-11=0/1487.8-10=-1191/0
NOTES-1)Refer to girder(s)for truss to truss connections.
2)Load case(s)1,2 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of
this truss.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks
to be attached to walls at their outer ends or restrained by other means.
4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
5)CAUTION,Do not erect truss backwards.
6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)595 lb down at 13-0-0 on bottom
chord. The design/selection of such connection device(s)is the responsibility of others.
7)In the LOAD CASE(S)section.loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S)
1)Dead+Floor Live(balanced):Lumber Increase=1.00.Plate Increase=1.00
Uniform Loads(plf)
Vert:10-14=-7,1-9=-67
Concentrated Loads(Ib)
Vert:11=-595(F)
2)Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pH)
Vert:10-14=-7,1-9=-67
Concentrated Loads(Ib)
Vert:11=-595(F)
A;dsRNING Vivify des o,i para'uch""s and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.919/2020 BEFORE USE.
Design veld for use only with MiTeke connectors.This design is based tidy 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 M iTe k
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 ANSUTPII Quality Criteria.DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd
SAW Information available from Truss Plate Institute.2670 Crain Highway.Suite 203 Waldorf,MD 20601 Chesterfield,MO 63017
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