363 4th St (2015) I
r i ► .�. r DrJ Engineering, LLC
(FKA:DrJ Consulting,LLC)
ENGINEERING LLc 6300 Enterprise Lane
Madison, Wisconsin 53719
RE: FLOOR - Phillips Residence
Important Notice:Each Truss Design Drawing(TDD)uses Metal Connector Plate(MCP)design values published by MCP manufacturers.Any referenced connectors use design
values published by the connector manufacturer or the Amencan Wood Council per NDS.The TDD further uses lumber design values published by the applicable lumber rules-
writing agency as approved by the American Lumber Standards Committee.These are incorporated into lumber design provisions and equations created by the American Wood
Council and input into modeling and analysis TDD software created and owned by the MCP manufacturers.The lumber design values correspond with the grade stamp identified
by the Truss Manufacturer on the lumber prior to cross cutting. The lumber grading rules published by the rules-writing agency shall apply to the Owner,Building Designer
and Contractor.All capitalized terms are as defined in ANSI/TPI 1,the National Design Standard for Metal Plate Connected Wood Truss Construction(TPI 1).
Site Information:
Project Customer: Durham Building Materials Project Name: 77621370
Lot/Block: Subdivision:
Address: 363 4th Street Model: Phillips Residence
City: Jacksonville each State: FL
Name Address and License#of Structural Engineer of Record, If there is one,for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria& Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FRC2010/TPI2007 Design Program: MiTek 20/20 7.3
Wind Code: N/A Wind Speed: N/A mph Floor load: 55.0 psf
Roof Load: N/A psf
This package includes 2 individual, dated 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.
This document rocessed per section 61G15-23.003 of the Florida Board of Professionals Rules
• No. Seal# Truss Name Date J
I 1 119407088 F16 3/3/015 1
12 1 19407089 I F 16A 13/3/015
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,the local `�1I��1I11 ji,
building code and TPI I.The approval of the TDD and any field use of the Truss,including handling,storage, �,1L.011111111//ii.
SEPN 1 ��
installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out in the ti 'O .�.. 0
TDD and the practices and guidelines of Building Component Safety Information(BCSI)published by TPI and ��,�•C�•+•• G! N S•• ����
SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer, �.,_ "•- • \c(`,1-
Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing `
by the parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for
.. 0 69A84
any Building. ° * ,#
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 4.:•,.)'� STATE OF
and character of the work.The design criteria therein have been transferred to DrJ Engineering(DrJ)by
ProBuild East(Footer). .Q,�•.•A, 4 •�
These TDDs(also referred to at times as"Structural Delegated Engineering Documents")are specialty structural componet ,, , U R t ,`�
designs and may be part of the project's deferred or phased submittals.As a Truss Design Engineer(i.e.,Specialty Engineer, '•• `‘
T
the seal here and russ depicted no the TDD only.The Building Designer sresponsible professional
for and shall engineering
coo coordinate responsibility nd review design
he TDDs the
for single 0I1#, 1 t atoll'
ciimpatibility with their written engineering requirements.Please review all TDDs and all related notes. March 3,2015
Truss Design Engineer's Name: Ryan Dexter, P.E. Ryan Dexter, P.E.
My license renewal date for the state of Florida is February 28,2017.
Florida Certificate of Authorization:No.29766
1 of 1
illw-
a
Job Truss Truss Type Qty Ply Philips Residence
19407089
FLOOR F16A FLOOR 2 1
• Job RefgLence ApplioM
` ProButd, Peeler,GA 7.430 5 Oct 14 2013 MTek Industries,Inc.Mon Mar 02 14:1028 2015 Page 1
ID:H5C4KjHUu8FJwmVy8KkidxzpRye-Y3YHk?Kwo?ZW4h1axAGfvo7cRg3FBLSxx10IYozexLB
0-1-8 1-1-8 0-9-8
H I 1-3p I 1 1.13 1 1 1-0-12 11 1-0-0 1 1-0-0 ii 2-0-0 I I 1-54) I I -948 I 1--1-4)--Q-1 01148
Scale=1:29.2
454 = 4x10 — 84 12 5x12 = 5x8= 454 =
1 2 3 4 12 13 14 15
�����PM�� 2x4 II 2x4 II 2x4 II -w■WON tttnaI■eeaarn>_wt•1■Al
L� viii 6 7 8 9 10 11iirplah eAi 1/•
�1 111M11% .*).r ii /���� li f�∎• •
• W
27 26 25 24 23 22 21 20 19 18 17 16
3x6 = 4x6 = 4x6 = 2x4 I I 3512 MT2OH FP = 556 = 454 = 356 =
458=
I 2-9-0 I 5.5.4 I 7-6-12 1 8-6-12 1 9-6-12 I 1411-4 I 123.12 I 13-7-12 1 17-4-12 1
2-9-0 2-8-4 2-1-8 1-0-0 1-0-0 1-4-8 1-4-8 1-4-0 3-9-0
Plate Offsets(X,Y): I1:Edge,0.1-81,13:0-1-8,Edgel,18:0-1-8.Edael.19:0-1-8,Edae).I12:Edge,0-1-81,[18:0-1-8,Edoe1.122:0.1-8.0-0.01,123:0-1-8,Edgel
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.32 22-23 >648 480 MT20 244/190
TCDL 10.0 Lumber Increase 1.00 BC 0.82 Vert(TL) -0.50 22-23 >413 360 MT2OH 187/143
BCLL 0.0 Rep Stress Ina YES WB 0.54 Horz(TL) 0.07 16 n/a n/a
BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:109 lb FT=20%F.1196E
1 LUMBER BRACING
TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except
BOT CHORD 2x4 SP M 30(flat) end verticals.
WEBS 2x4 SP No.3(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
‘• 4-25,12-19:2x4 SP M 30(flat)
REACTIONS (lb/size) 27=930/Mechanical,16=931/Mechanical
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1544/0,3-4=-396/0,12-13=-422/0,13-14=-1482/0,5-6=-3830/0,6-7=-3837/0,
7-8=-4491/0,8-9=-4491/0,9-10=-4204/0,10-11=-4193/0
BOT CHORD 26-27=0/862,25.26=0/3073,24-25=0/3294,23-24=0/4210,22-23 /4491,21-22=0/4491,
20.21=0/3636,19-20=0/3636,18-19=0/3395,17-18=0/1974,16-17 /877
WEBS 8-23=-319/0,2-27=-1219/0,2-26-0/989,7-24=490/0,7-23=52/695,14-16=-1241/0,
14-17=0/899.13-17=-805/0,11-21=0/656,9-21=-748/127,5-24=0/692,13-18=0/1142,
11-18=-1813/0,11-13=-1704/0,3-26=0/258,5-26=-1789/0,3-5=-1216/0
NOTES (7-8)
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 3x4 MT20 unless otherwise indicated.
4)Refer to girder(s)for truss to truss connections.
5)"Semi-rigid pitthbreaks including heels"Member end fixity model was used in the analysis and design of this truss. =«II i1>t//
6)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 ,ill `. k_
be attached to walls at their outer ends or restrained by other means. ,. ' so PH Q�/•
M
Na •94$4 +
LOAD CASE(S) Standard *; :*
If
1;13*., TATE OF . i-ui
. V�
��K�,�. ,c,� o R .r.%Q„ `may,-:
ic..1 C� .•
•
March 3,2015
0 WARNING-Please thoroughly review the"Customer's AcknoMedgement of Pr0Buid Standard Terns Jr Manufactured Products"form.Verify design parameters and read notes on taus Truss Design Dravung(TOD)
and the DO Reference Sheet(rev.11.141 before use Unless otherwise stated on the TOD,only MITek connector plates shall be used for this TOO to be valid Al a Truss Design Engineer(i.e.,Specialty Ergineerb
the seal on any TOD represam an acceptance of the esponobrW engineering responsibility for the design of the single Truss depicted sgns on the T on only.under TPI 1 The deign aeur'of bedew PI 1 T he
waabilal fill we O the any keld rare d the Truss.indlWlrg fsndlkg,abrage,ssuialxn and Ora0lrg,shHa be the resporsbity ef the Buklag DesgnN aria Contractor.N notes set out n the TOO and the
he
and guidelines of Burkfeg Compo nen Safety Inbrmabon(BC51)pubtshed try TPI and SBCA are referenced for genNal guidance TPI 1 defnes me recpasbhOies led duties 01.1.11,Truce Designer.Tnas
Design Enprser acct Tura Manndaobxef,once oUrervaa defined by a Corbact agreed upon m writing by al partfes kwotvea The Tres Design Enpneer d NOT the BWdep Desgrner nta System Engineer
for any bolding.All capitalized terms are as defined in TPI 1
ENGINEERING LLC
Copyngla 020'14 Proeutd•OrJ Ergesereg,LLC.(DrJ).Reproduction of tlka document.m any form,is prohibited*thou written puniesaon from Proeu66D0J.
�rr r� '� Po`' DrJ Engineering, LLC
�i.- � 1 (FKA:DrJ Consulting,LLC)
TM
ENGINEERING Lc 6300 Enterprise Lane
Madison, Wisconsin 53719
RE: FLOOR - Phillips Residence
Important Notice:Each Truss Design Drawing(TDD)uses Metal Connector Plate(MCP)design values published by MCP manufacturers.Any referenced connectors use design
values published by the connector manufacturer or the American Wood Council per NDS.The TDD further uses lumber design values published by the applicable lumber rules-
writing agency as approved by the American Lumber Standards Committee.These are incorporated into lumber design provisions and equations created by the American Wood
Council and input into modeling and analysis TDD software created and owned by the MCP manufacturers.The lumber design values correspond with the grade stamp identified
by the Truss Manufacturer on the lumber prior to cross cutting. The lumber grading rules published by the rules-writing agency shall apply to the Owner,Building Designer
and Contractor.All capitalized terms are as defined in ANSI/TPI 1,the National Design Standard for Metal Plate Connected Wood Truss Construction(TPI 1).
Site Information:
Project Customer: Durham Bldg Materials Project Name: H.O.F. Floor
Lot/Block: Subdivision:
Address: 4th Street Model: Phillips Residence
City: Atlantic Beach State: FL
Name Address and License#of Structural Engineer of Record, If there is one,for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FRC2010/TPI2007 Design Program: MiTek 20/20 7.4
Wind Code: N/A Wind Speed: N/A mph Floor load: 55.0 psf
Roof Load: N/A psf
This package includes 21 individual, dated 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.
This document processed per section 61G15-23.003 of.the Florida Board of Professionals Rules
No. Seal# Truss Name Date No. Seal# Truss Name Date
1 ..__. 19276321 n.F01 _ 12/3/015 15 119276335 F14 2/3/015_
2 119276322 F02 12/3/015 116 119276336 F15 12/3/015
13 .19276323 F03 1 2/3/015 117 1 19276337 1F16 1 2/3/015
1.4 ,19276324 FO3A 12/3/015_/18 __119276338 1F17 12/3/015
15 19276325 F04 12/3/015 119 119276339 1 F 118 12/3/015
16 19276326 1 F05 1 2/3/015 120 119276340 1F19 1 2/3/015
17 y19276327 1F06 12/3/015 121 __119276341 1F20 _12/3/0_15_J
18 119276328 .F07 1 2/3/015_J
19 119276329 F08 1 2/3/015 1
X10,.,.. .1.19276330 .F09 1 2/3/015 .1
111 119276331 F10 12/3/015
112 119276332 F11 12/3/015 1
113 119276333 I F12 _._._2/3/015 1
114 -'.._19276334 1F13 12/3/015 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,the local ``11t�t1A',
building code and TPI I.The approval of the TDD and any field use of the Truss,including handling,storage, ,�>>C rJE R I,,,,t
installation and bracing,shall be the responsibility of the Building Designer and Contractor.All notes set out in the `� ,Q � P•••0
TDD and the practices and guidelines of Building Component Safety Information(BCSI)published by TPI and *�4 • • 1 N S••'�'.����
SBCA are referenced for general guidance.TPI 1 defines the responsibilities and duties of the Truss Designer, `�b1Q'; • E •.••� r�
Truss Design Engineer and Truss Manufacturer,unless otherwise defined by a Contract agreed upon in writing .�
by the parties involved.The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for ` Q j►O $9484 ��
any Building. � .'R
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 i^�'� STATE OF and character of the work.The design criteria therein have been transferred to DrJ Engineering(DrJ)by .. •
ProBuild East(Pooler). % 41/4%
These TDDs(also referred to at times as"Structural Delegated Engineering Documents")are specialty structural compone "• U R
designs and may be part of the project's deferred or phased submittals.As a Truss Design Engineer(i.e.,Specialty Engineer,� is .......
the seal depicted ct d on any TDD
the TDD only. Building acceptance Designer responsible r nfor engineering dshall oo coordinate al and review the design of ��1t ION At-
Truss
P� Y• 9 9
compatibility with their written engineering requirements.Please review all TDDs and all related notes. February 3,2015
Truss Design Engineer's Name: Ryan Dexter, P.E. Ryan Dexter, P.E.
My license renewal date for the state of Florida is February 28,2015.
- Florida Certificate of Authorization:No.29766
1 of 1