347 10th Street - Revision/Corrections To Plan Review Comments "Awl
CITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic Beach,Florida 32233
REVISION REQUEST CORRECTIONS TO PLAN REVIEW COMMENTS
per,
Dateq2l Revision to Issued Pen-nitL UI /Corrections to Comments Permit#FA--/"-q/
Project Address to
Contractor/Contact Name— 4py"/
Phone Email ve arn
Description of Proposed Revision Corrections: PermitFeel(ue $
Vybb[ot A
Additional Increase in Building Value $ Additional S.F.
By signing be.low,I Wan& IdA?�l affirm the Revision is.inclusive of the proposed changes.
(prinired name)
(Adihl A 0
V V
S igna�de 6frovhYravc13r/ATGTt r�ontractor must sign if increase in valuation) Date
(Office Use Only)
Approved Denied Not Applicable to Department
Revision/Plan Revie w Comments C"a
lad I-, P,-J -we so -on jr Pete iGnwes
11 V
taepartment Review Required:
Pla &Zoning 11&fewed By
Tree Administrator
Public Works
Public Utilities
Public Safety Date
Fire Services
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local #
EXTERIOR DOORS
Premium Atlantic
Vinyl Outswing REVISION
1. Swinging Jeld-Wyn French Door FL-11112.2 BP#AE-SS--12--_CQ2 30
Premium Atlantic DAI E
SIGNED
Jeld-Wyn Vinyl Outswing Door FL-11112.1 V
Insulated fiberglass
Thermatru door FL-15225-5-80
Plastpro Series N Fiberglass FL-15220-11
2. Sliding Jeld-Wyn Mulit slide V-4500 FL-21705.1
OFFICE COmY
Option 1:
Overhead Option 1: Wind
Door Load Courtyard
Corporation series 914 Option 1: Fl,
Option 2: Option 2: American 16798-10 Option
4. Roll up Haas Door Traditions series 2., FL 16660,32
B. WINDOWS
2. Horizontal Slider Viwinco, Ocean View Irnpact FL 17533.1
3. Casement Viwinco Ocean View IrInpact FL 17548.1
4. Double Hung Viwinco Ocean View Impact FL 1557-51
S. Fixed ViwInco Ocean View Impact FL 15578.2
6. Awning Viwinco Ocean View Impact FL 17547.1
9. Mullions Viwinco, Ocean.Vlew FL 19281.1
D. ROOFING PRODUCT$
1. Asphalt shingles GAF Timberline HD FL-10124-1115
OFFICE COPY
CPOIY ID-U peel Lf
2. Underlayments and fs5t1`ickf% FL 525&*-z`,V
F. STRUCTURAL COMPONENT$
2. Truss plates Mitek FL- 2197
I Engineered Lumber Bluelinx LVL, FL- 18933
BlUelinx Joists FL-7427
Bluelinx Rimboard FL7427
G. SKYUGHTS Velux VSS C04 Fl,13303.1
2. Other
Category/Subcategory Manufacturer Product Description n of Use State Local
H.NEW EXTERIOR
ENVELOPEPRODUU.16
_2
In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the
Contractor shall maintain on the job site and available to the 1nspector, a legible copy of each manufacturer's printed specifications and installation
instructions along with this Product Approval Sheet.
I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones
listed in this document must be approved by the Building Official.
(Contra tor Name) (Print Name) (Signature)
Company Name:
Mailing Address:.
City: AMM4�1 bw C/I State:— At _ZipCode:
Telepho ne Number: Yax Number: (
Cell Phone Number: E-mail Address: /"Ar� -79 Ide d (0q
CITY OF ATLANTIC BEACH
800 Seminole Road
MAR Atlantic Beach, Florida 32233
OFFICE COPY
REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS
D A Revision to Issued Permitv Corrections to Comments Permit 9
Project Address �In 01 15�v X11-
Contractor/Contact Name— VWW WANd
Phone Email
Description of Proposed Revision /Corrections: Permit Fee Du� - 6C
r)6
Ati 1%ailwb A?I ;k& to 'Atf
r
Additional Increase in Building Value $ Additional S.F.
By psig *ng below,I 4AW& (printed name) affirm the Revision is inclusive of the proposed changes.
jj,4 mA
1,(YW k
U41k
u of
Sig A olf Contractor/Agent(Contractor must sign if increase in valuation) Date
(Office Use Only)
Approved Denied Not Applicable to Department
k-leili
IV,
Rev ision/Plan Review Comments (faAad- -A 4QIck —t,62 �011 Cof,'
pevrtra--'� , POY fifto. I I V I/
De rtm nt Review Required:
(=2 e
Bull .i
Planning & Zoning Rev�wed By
Tree Administrator
Public Works
Public Utilities
Public Safety Date
Fire Services
RECEIVED
CITY OF ATLANTIC BEACH
800 Seminole Road
FEB 2 6 2018 Atlantic Beach,Florida 32233
FFICE COPY
Building Department
C!"tY of Aflantic Beach Fh
REVISION REQUEST /CORRECTIONS TO ft , REVIEW COMMENTS
DatA 2� 1 J� Revision to Issued Permit-2 Corrections to Comments Permit#-1?6 rt 0�
D-7
Project Address- �1 I
Contractor/Contact Name
Phone La 4- 7�'� -q�l� Email
Description of Proposed Revision/Corrections: PerrnitFeeDue $
1, k�� ot
ft�& U 41
Additional Increase in Building Value $ Additional S.F.
By ning below, I k�� WI&K affirm the Revision is inclusive of the proposed changes.
N.A4A-AAYA nin (printed name) �J 20/16
S a
i I re o ontract6r/Agent(CoAtractor must sign if increase in valuation) D;te
(Office Use Only)
Approved Denied Not Applicable to Department
Revision/Plan Review Comments 6a L,#,c ok -up --so 6 c opy
'Pax
DepartMent Review Required:
(Zildinq
Planning & Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities
Public Safety Date
Fire Services
11 ss� CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
(904) 247-5800
SUBMITTAL COMPLETENESS REVIEW COMMENTS
Date: 3/6/2018
Permit#: RES17-0304 Site Address: 347 10TH ST
Review Status: W- REM 170079 0200
A ri to 0/
Applicant: Property Owner: LAMAR DAVID CHARLES
Email: mIamar217@icloud Email:
Phone:
Phone:
THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS.
Revisions may not be submitted until ALL departments have completed their respective reviews.
Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a
few correction items will not be accepted.
Correction Comments:
received revised truss detail, routed to Bldg. Dept.
Jennifer Johnston
1. 2 copies of the revised truss drawings are needed.
2. The revised truss drawings need to be signed and sealed by the Engineer of Record for the construction project.
Mike Jones
Building Inspector/Plans Examiner
City of Atlantic Beach
800 Seminole Road
Atlantic Beach, FL 32233
904.247.5844
Email:mjones@coab.us a'I it/ Pe v)t k.� C o vr-% vrn,e vt V61A0 J k- tA rt�
Resubmittal Notes:
W171 Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek 81
RE: J170409 - Lamar Residence - Ashley Casey MiTek USA, Inc.
6904 Parke East Blvd.
Site Information: Tampa,FL 33610-4115
Customer Info: Jax - House Project Name: Lamar Residence Model:
Lot/Block: Subdivision:
Address: 345 10th Street
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: FBC2014/TP12007 Design Program: MiTek 20/20 8.1
Wind Code: ASCE7-10 Wind Speed: 130 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 1 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 61 G 15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
[No. I Seal# T russ Name Date
A61 OFFICE COPY
The truss drawing(s)referenced above have been prepared by MiTek N 11 111
USA, Inc. under my direct supervision based on the parameters 4
provided by Manning Building Supplies.
Truss Design Engineer's Name: Albani, Thomas 9380
My license renewal date for the state of Florida is February 28, 2019.
IMPORTANT NOTE: The seal on these truss component designs is a certification S
that the engineer named is licensed in the jurisdiction(s)identified and that the T E 0 F 44/
designs comply with ANSIfTPI 1. These designs are based upon parameters A- f�.
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were 4 0 R
given to MiTek. Any project specific information included is for MiTek's customers
file reference purpose only,and was not taken into account in the preparation of N A
these designs. MiTek has not independently verified the applicability of the design 111111111%
parameters or the designs for any particular building. Before use,the building designer Thomas A.Albani PE No.39380
should verify applicability of design parameters and properly incorporate these designs IVIrrek USA,Inc.FL Cert 6634
into the overall building design per ANSIfTPI 1,Chapter 2. 69D4 Parke East Blvd.Tampa FIL 33610
Date:
March 22,2018
Albani, Thomas I of I
_7Type
GABLE I
Job Truss Truss Type Ply Lamar Residence-Ashley Casey T1357
J170409 A01ii Unds:1
Job Reference(optional) En
Manning Building Supplies, Jacksonville,FL 8.130 s Mar 11 2018 MiTek Industries,Inc. Thu Mar 22 11:26:55 2018 Page 1
ID:vYTqGOepHtUOOp2echRZlfygLT1-bGGVpblXf5DAsgmq]Xa9ZzjbHvvmnHsR4erRO7zYOkk
14-0-6
6-8-8 1LI-8 13-6 20-1-0 1'1_4 L7M 34-6-0 0
6-5— -5-8
-�10 W71T4 7
0 01419 "-10
0-6-5
4x7 40 Scale 1:69.5
REPA2:BOTTOM CHORD IS DAMAGED WHERE SHOWN 8
REPA R:PLATES ARE DAMAGED AT JOINT[6). 5 6 53 54 7
T 1 REPAIR:WEB[6-16]IS MISSING FROM THE TRUSS.
24'(H)X 36'(W)
GUSSET CENTERED 50 51
3x5
3x5 5' 9
4
8.00 F1_2
9
0
2xS I I
30 11
4X4 1
10 6X8
52
49
20 11
2 20 11
3 2X4 11 12
2x4 11 Lb
16 2M J!
8.00 F12 36'(H)X' 48'(W)
2X4 11 4x4 17 GUSSET CENTERED 2X4 11 14 13
19 18 5X8 36'(H)X 36'(W) SX8 3X4
GUSSET CENTERED
REMOVE ANY REMAINING SECTION OF WEB[6-16) REMOVE ANY REMAINING SECTION OF BOTTOM CHORD[15-171
AND REPLACE WITH 2 X 4 SP NO.2 AND REPLACE WITH 2X6 SP NO.2
CUT WEB JUST BEYOND CONNECTOR PLATES AT ITS END. CUT WEB JUST BEYOND CONNECTOR PLATES AT ITS END.
THE JOINT MUST REMAIN UNDISTURBED. THE JOINT MUST REMAIN UNDISTURBED.
ATTACH 1/2'PLYWOOD OR OSB GUSSET(15/32-RATED SHEATHING 32116 EXP 1)TO
ONE FACE OF TRUSS WITH(0.113'X 2-)NAILS PER THE FOLLOWING NAIL SCHEDULE:
2 X TS-2 ROWS,2 X 4S-3 ROWS,2 X VS AND LARGER-4 ROWS:SPACED 0 4*O.C�
INTO EACH COVERED TRUSS MEMBER.USE 2'MEMBER END DISTANCE.
14-0-6
6_8_18 12 1-0 27-0-8
6_8,8 3-io 6_111-8 7--1.
0-10-14
Plate Offsets(X,Y)-- [2:0-2-12,0-2-0],[3:0-6-9,Edgel,[6:0-5-4,0-2-01,(8:0-2-0,0-2-3],[11:0-3-8,0-1-121,[11:0-4-15,Edge],[14:0-6-4,0-2-41,[15:0-2-0,0-0-101,(17:0-4-0.0-1-9],
[37:0-1-9,0-0-121,][40:0-1-9,0-0-121
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/clefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Ver1(LL) -0.09 13-14 >999 240 MT20 244/190
TCDL 7 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.22 13-14 >407 180
BCLL 0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.06 13 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:345 Ito FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins,
BOTCHORD 2x4 SP No.2*Except* except end verticals.
15-17,14-15:2x6 SP No.2 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.2 WEBS T-Brace: 1x4 SPF Stud-4-17
OTHERS 2x4 SP No.2 2x4 SP No,2-5-17,6-16
Fasten(1 X) T and I braces to narrow edge of web With 8d
(0.1 13"x2.5")nails,6in o.c.,with 3in minimum end distance.
and Fasten(2X) T and I braces to narrow edge of web with I Od
(0.131"x3')nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
REACTIONS. All bearings 13-1-8 except at=length)14=0-5-8,14=0-5-8,14--0-5-8,13=0-3-0,
13=0-3-0.
(lb)- Max Horz 19=-360(LC 10)
MaxUplift All uplift 100 lb or less at joint(s)18 except 19=-187(LC 12),
17=-487(LC 12),14=-1 14(LC 8),13=-304(LC 12)
Max Gram All reactions 250 Ito or less at joint(s)13,13 except 19=371(LC 1),
19=371(LC 1),17=627(LC 17),17=612(LC 1),14=1359(LC 22),14=1284(LC 1),
14=1 284(LC 1),1 8=457(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOPCHORD 8-9=-278/3119-11=-39/608,2-19=-309/264,11-13=-256/326
BOTCHORD 18-19=-285/402,16-17=-394/385,15-16=-426/447,14-15=-569/139,13-14=-40/323
WEBS 4-18=-314/109,5-17=-404/269,7-15=-293/267,9-14=-843/181,2-18=-3201214,
11-14=-509/135,9-15=-125/583
Thomas A.Albani PE No.39390
MiTek USA,Inc.FL Cort$634
6904 Park#East Blvd.Tampa FL 33610
Data:
March 22,201
nn nAnP
WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrTEK REFERANCE PAGE MR.7473 rev.101IMMIS BEFORE USE.
Design valid for use only vAth MITekG conneclors.this design is based only upon parameters shown,and Is for ar)Individual building component,not
a truss system.Before use,the building designer must verity the applicatAlly of design parameters and properly incorporate this de.sign Into the overall
"ding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always rectuited for stability and to prevent collapse with possible personal In"y and property damage. For general guidance regarding the
fobficc flon,storage,delivery,erection and bracing of trusses and truss systerns,seeANSI/TPI I Quality Criteria,DS8-a9 and BCSI Suldling Component 6904 Parke East Blvd.
Salety Information avallable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tarnpa.FL 33610
Truss Type
Truss Type
GFA13LE
Job Truss Qty ly Lamar Residence-Ashley Casey T13573035
J170409 7�AO`l I I lJob Reference(optional)
Manning Building Supplies, Jackson I e,FL 8.130 s mar 11 ZV1 IS MI I eK mausines,Inc. Thu Mar 22 11:26:55 2018 Page 2
ID:vYTqGOepHtUOOp2echRZ1 fygLT1-bGGVpb[Xf5DAsgmqlXagZzjbHvvmnHsR4erRO7zYOkk
NOTES-
1)Unbalanced root live loads have been considered for this design.
2)Wind:ASCE 7-10;VuIt=1 30mph(3-second gust)Vasd=1 01 mph;TCDL--4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=35ft;eave--4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-2-1-0 to 1-4-7,Interior(l)1-4-7 to 14-0-6,Extehor(2)14-0-6 to
25-4-2,Interior(l)25-4-2 to 36-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.
5)All plates are 1.5x4 MT20 unless otherwise indicated.
6)Gable studs spaced at 2-0-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)*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.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)18 except Ot=lb)19=1 87,17=487,14=1 14,1 3=304.
10)No notches allowed in overhang and 20000 from left end and 20000 from right end or 12'along rake from scarf,whichever is larger. Minimum 1.5x4 tie plates required at
2-0-0 o.c.maximum between the stacking chords. For edge-wise notching,provide at least one tie plate between each notch.
11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
A WARNING-VwIty ddg.pararneran;and READ NOTES ON THIS AND JNCLUDED MITEK REFERANCE PAGE W7473 rev.10/03,2015 BEFORE USE.
Design valid for use only with MlTekV connectors.This design Is based oNy upon parameters shown.and is for(in 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 to
I building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only- Additional temporary and permanent btack-ig MITOW
LIs always required for stability and to prevent c(Alapse with possible personal Injury and property damage. For general guidance regarding the
fobrication.storage,delivery,erectfon and bracing of trusses and truss systems.se.eANSI/TPI I Quality Criteria,DSB-89 and BCSI BuNdling Component 6904 Parke East Blvd.
Scdety information available frorn Truss Plate Institute,218 N.Lee Street.Suite 312,Aiexandda.VA 22314, Tampa,FIL 33610
Symbols Numbering System Generall Safety Notes
PLATE LOCATION AND ORIENTATION
Center plate on joint unless x y 6-4-8 dimensions shown in ff-in-sixteenths Failure to Follow Could ,,'--ause Property
offsets are indicated. (Drawings not to scale) Damage or Personal Injury
Dimensions are in ft-in-sixteenths. I
Apply plafes to both sides of truss 2 3 1. Additional stability bracing for truss system,e,g,
and fully embed teeth. TOP CHORDS diagonal or X-brocing.is alwoys required. See BCSI.
C1 2 2. Truss bracing must be designed by an engineer.For
4 4 wide truss spacing,individuol lateral braces themselves
VV,r�E
may require bracing,or alternative Tor I
0 bracing should be considered,
0 0
3. Never exceed the design loading shown and never
0
stock materials on inadequately braced trusses.
0 a-
1-- -7 0 4. Provide copies of this truss cle�ign to the building
For 4 x 2 orientation, locate C6 designer,erection supervisor.property owner and
plates 0-'/i�' from outside BOTTOM CHORDS all other interested parties,
edge of truss. 8 7 6 5 & Cut members to bear fightly against each other.
6. Place plates on each face of trus�at each
This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint
required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIfTPl 1.
connector plates. THE LEFT- 7. Design assumes trusses will be suitably protected from
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1.
Plate location details available in MiTek 20/20 NUMBERS/LETTERS.
software or upon request- 8. Unless otherwise noted,moisture content of lumber
shall not exceed 19%at time of fabrication.
PRODUCT CODE APPROVALS 9. Unless expressly noted.this design is not applicable for
PLATE SIZE ICC-ES Reports: use with fire retardant,preservative treated,or green lumber.
The first dimension is the plate 10.Camber is a non-structural consideration and is the
4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to
to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead bad deflection.
the length parallel to slots, 11.Plate type,size,orientation and location dimensions
indicated are minimum plating requirements.
LATERAL BRACING LOCATIC)N 12.Lumber used shall be of the species and size,and
in all respects,equal to or better than that
Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified.
by text in the bracing section of the truss unless otherwise shown. 13,Top chords must be sheathed or purlins provided at
output, Use T or I bracing spacing indicated on design
if indicated. Lumber design values are in accordance with ANSI/TPI 1 14,Bottom chords require lateral bradng at 10 ft.spacing,
section 6.3 These truss designs rely on lumber values or less,If no ceiling is installed,unless otherwise noted.
BEARING established by others. 15,Connections not shown are the responsibility of others.
Indicates location where bearings 16.Do not cut or alter truss member or plate without prior
(supports)occur. Icons vary but @ 2012 MiTek@ All Rights Reserved approval of an engineer,
reaction section indicates joint
num er where bearings occur. 17.Install and load vertically unless Indicated otherwise.
Min si e shown is for crushing only. 40 18.Use of green or treated lumber may pose unacceptable
environmental,health or perform once risks.Consult with
Industry Standards: project engineer before use.
ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words
Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone
DSB-89: Design Standard for Bracing. W1 0 is not sufficient.
BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with
Guide to Good Practice for Handling, MiTek ANSI/TPI I Quality Criteria.
Installing&Bracing of Metal Plate
Connected Wood Trusses. MITek Engineering Reference Sheet:Mll-7473 rev, 10/03/2015
W1ID Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek it
RE: J170409 - Lamar Residence - Ashley Casey IMITek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: Jax - House Project Name: Lamar Residence Model: Tampa, FL 33610-4115
Lot/Block: Subdivision:
Address: 345 1 Oth Street
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: FBC2014/TP12007 Design Program: MiTek 20/20 8.1
Wind Code: N/A Wind Speed: N/A mph
Roof Load: N/A psf Floor Load: 55.0 psf
This package includes 3 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal aff ixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 611315-31.003, section 5 of the Florida Board of Professional Engineers Rules.
i i Truss Name � Date
No. Seal#
1 T1 3140324 1 F03 12/5/18
2 T1 31403251 F03A 12/5/18
3 T1 3140326� F04 2-/5/18 OFFICE COPY
The truss drawing(s)referenced above have been prepared by MiTek %
USA, Inc. under my direct supervision based on the parameters %
provided by Manning Building Supplies. N S
Truss Design Engineer's Name: Albani, Thomas 39380
My license renewal date for the state of Florida is February 28, 2019.
IMPORTANT NOTE: The seal on these truss component designs is a certification
13 STA'TE OF 44J
that the engineer named is licensed in the jurisdiction(s)identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters A,
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were 0 R %'D N
giventoMiTek. Any project specific information included is for MiTek's customers %
%%
file reference purpose only,and was not taken into account in the preparation of t1J,,J0NM-
these designs. MiTek has not independently verified the applicability of the design f1#111110%%
parameters or the designs for any particular building. Before use,the building designer Thomas A.Albani PE No.39380
should verify applicability of design parameters and properly incorporate these designs MiTek Usk Inc.FL Gert 6634
into the overall building design per ANSIfTPI 1,Chapter 2. 6W4 ParIks East BW.Tampa Fl.3N10
Dats:
February 5,2018
Albani, Thomas I of I
Job Truss Truss Type Oty Ply Lamar Residence-Ashley Casey T13140324
J170409 F03 Floor 8 1
Job Reference(optional)
Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 5 09:02:29 2018 Page 1
ID:vYTqGOepHtUOOp2echRZItygLTI-ObPbUgJ998m1 szJlpKP4UVOuxGMwsPbCz?LnmlzoETu
1-3-0 1 1-8-8 1 1-11-0
Scale 1:45.4
3x6— 1.5x4 11 1.5x4 i I 3x8 3x6 FP= 3x6
1 2 3 4 5 6 7 8 9 to 11 12 13 14
Zsz
30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15
36 FP= 1.5x4 11 1.5x4 11 .3x4
3x5
9-11-4
�140-00.�:�11-2-8 1 138-8 1�6-2-11 20-10-8 3-4-8 25-IE -8 7
4_. L__ 1 � L
1 11-02 6-11-8 4-8-0 2.�_o .0
1-3A
LOADING (psf) SPACING- 1-4-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.14 19 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.22 18-19 >931 360
BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.03 15 n/a n/a
BCDL 5.0 Code FBC2014ITP12007 Matrix-SH Weight:142 lb FT=20%F,1 1%E
LUMBER- BRACING-
TOP CHORD 2x4 SID No.2(flat) TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins,
BOTCHORD 2X4 SP No.2(flat) except end vertiGals.
WEBS 2x4 SID No,2(flat) BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 30=229/Mechanical,15=568/Mechanical,25=1192/0-5-8
Max Uplift 30=-1 6(LC 4)
Max Grav 30=308(LC 3),15=577(LC 7),25=1 192(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOPCHORD 1-30=-309/9,14-15=-574/0,1-2=-271/22,2-3=-505/26113-4=-505/261I 4-5=-505/261,
5-6=0/69616-7=0/336,7-8=-893/0,8-10=-1556/0,10-11=-1847/0,11-12=-1788/0,
12-13=-1385/0,13-14=-571/0
BOTCHORD 28-29=-90/488,27-28=-261/505,26-27=-509/304,25-26=-1026/0,24-25=-1026/0,
22-24=-9/457,21-22=0/1305,20-21=0/1847,19-20=0/1847,18-19=0/1847,17-18=0/1680,
16-17=0/1076
WEBS 6-25=-115310,1-29=-29/360,6-26=0/541,2-29=-302/95.5-26=-559/015-27=0/519,
14-16=Of761,6-24=0/918,13-16=-701/0,7-24=-870/0,13-17=0/430,7-22=0/628,
12-17=-411/0,8-22=-593/0,8-21=0/373,10-21=-488/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2)All plates are 3x3 MT20 unless otherwise indicated.
3) Refer to girder(s)for truss to truss connections.
4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)30.
5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
6)CAUTION,Do not erect truss backwards.
Thomas A.Albani PE No.39380
MiTek USk Inc.FL Cort 6634
6904 Parke East Blvd.Tampa FL 33810
Date:
February 5,2018
i&WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AIITEK REFERANCE PAGE MM-7473 rev.laMWIS BEFORE USE. —1
Design valid for use orilyAdh Mifelrb connectors.This design Is based only upon parameters shown,and Is for an individual NAdIrm component.not
a truss system.Before use,the building designei must verity theopp4icability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web aid/or chord members only. Additional temporary and permanent bracing MiTek*
Is always rectuired for stablity and to prevent collapse with possible personal Inlury and property damage. for general guidance regarding Ithee
fatx1caWKL storage,delivery,erection and bracing of Ifirsses ai id truss systems,seeANSI/TPI I Quality Crtteda,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information avallable from Iruss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22,314. Tarma.FL 33610
Truss Truss Type Ply Lamar Residence-Ashley Casey
T13140325
J 170409 F03A FLOOR 5 1
Job Reference(optional)
Job
Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 5 09:02:30 2018 Page 1
ID:vYTqGOepHtUOop2ochRZ1 fygLT1-snzzhOKnwSuuU7uVN2wJljz48fo4bp6MCf5KICzoETt
1-1-8
1-3-0 1-8-8 41:§-1 1 1-11-0 1 Scale 1:45.4
6x8 3x4 3x6
3x6 1.5x4 11 1.5x4 11 3x4 7 8 9 10 11 12 13 14 is
1 2 3 4 5
31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 is
3x4 3* FlP= 4x10 3x4 1.5x4 11 1.5x4 11 3x5
3x4
11�1 1-4
1 L3-_881 ?S-10-8 27-4-8
-10 t 1 -8
6-11-8 1-3-0 '-2 8 1 L:7-3 0 01 -0 To -0 -6-0
V 8-5-8 9-8-8 1 i 1-
1 IV 12VI 5 26 1
D-2-12
Plate Offsets MY)-- [6:0-2-4,Edgel,f28:0-1-8,Edge]
LOADING (psf) SPACING- 1-4-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 50.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.16 20 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0'53 Vert(TL) -0.23 20 >912 360
BCLL 0.0 Rep Stress Incir YES WB 0.43 Horz(TL) 0.03 16 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 Matdx-SH Weight:140 lb FT=20%F,11%E
LUMBER- BRACING-
TOPCHORD 20 SP No.2(flat) TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins,
BOTCHORD 2x4 SP 225OF 1.9E(flat) except end verticals.
WEBS 20 SP No.2(flat) BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 31=288/Mechanical,16--68 1/Mechanical,25--1372tO-5-8
Max Uplift 31=-B(LC 4)
Max Grav 31=362(LC 3),16=696(LC 4),25=1 372(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOPCHORD 1-31=-364/0,15-16=-692/0,1-2=-459/17,2-3=-852/328,3-4=-852/328,4-5=-852/328,
5-6=0/933,8-9=0/285,9-10=-1208/0,10-11=-1965/0,11-12=-2284/0,12-13=-2188/0,
13-14=-1680/0,14-15=-690/0
BOT CHORD 29-30=-1081827,28-29=-328/852,26-28=-647/520,25-26=-1474/0,24-25=-1572/0,
23-24=-75/699,22-23--0/1691,21-22=012284,20-21=QI2284,19-20=0/2284,
18-1 9--=043,17-18=011 303
WEBS 6-25=-1310/0,1-30=-201537,6-26=0/760,2-30=-442/109,5-26=-846/0,2-29=-287/29,
5-28--01688,15-17=0/919,14-17=-852/0,9-24-997/0,14-18--01524,9-23--Qt732,
13-18�505(0,10-23=-693/0,13-19--0/251,10-22=0/430,12-19=-294/139,11-22=-593/0,
6-24=0/1 539
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x3 MT20 unless otherwise indicated.
3)Refer to girder(s)for truss to truss connections.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s)31.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-110d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
Thomas A.Albani PE No.39380
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 5,2018
Aj WARNING-Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 01411-7473 rev.1010312015 BEFORE USE.
Design valid for use only with MiTekO conne-clois.this design Is based only upon parameters shown.and is for(in individual building component not
a truss system.Before use.the building designer must verify the applicability of ck.�parameters and properly Incorporale this design Into the overall
buildirw dual
g design. Bracing indicated Is to prevent buckling of WK*A fruss web and/or chord members only. Additional temporary and permanent bracing MiTek
Is always rec"red for stability and to prevent collcpse with possUe personal Injury and property damage. for general guidance regarding the
fabrication,storage.delivery,erection aid bracing of trusses and huss systems,see.ANSI/111141 QLKiNty Criteria,DSB-89 and BCS1 BuldbV ConVon*nt 6904 Parke East Blvd
Sallety Informaillon available from Iniss Plate Institute,218 N.Lee Street Sate 312,Alexandria VA 22314. Tampa FL 33610
Job 1 Truss Truss Type Ply Lamar Residence-Ashley Casey
Qty
I T1 3140326 1
J 170409 F04 FLOOR SUPPORTED GABIL 1
Job Reference(optional)
Manning Building Supplies, Jacksonville,FIL B.130 s Sep 15 2017 MiTek Industries,Inc. Mon Feb 5 09:02:34 2018 Page 1
ID:vYTqGOepHtUOOp2achRZlfygLT1-IZDUXNNI gOKzkCGcu-FBZ7tjHl2XjYx7H3YRzzoETp
Scale=1:45.8
3x3 11
3x3 11 1011 112 13 14 15 16 17 18 19 20 21 22 23 24
1 2 3 4 5 6 7
Ti
$886
48 47 46 45 44 43 42 41 4039 38 37 36 35 34 33 32 31 30 29 28 27 26 25
3x3 3x6 FP= 3x3 I
9-8-8 L2 8�8 1 54 0 27-4-8
9-8-8 278 12-0-8
Plate Offsets 1`1 oe,0-0-12L_
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clefl Ud PLATES GRIP
TCLL 50.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) ri/a rVa 999
BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 25 n/a n/a
BCDL 5.0 Code FBC2014fTP12007 Matrix-R Weight:117 lb FT=20%F,11%E
LUMBER- BRACING-
TOPCHORD 2x4 SP No.2(flat) TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purtins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.2(flat) BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.2(flat)
REACTIONS. All bearings 27-4-8.
(b)- MaxGrav All reactions 250 lb or less atjoint(s)48,25,47,46,45,44,43,41,40,38,37,36,35,34,33,
32,31,30,29,28,27,26,39
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)All plates are 1.5x4 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131 X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
Thomas A.Albani PE No.39380
MiTsk USA,Inc.FL Cart 6634
69D4 Parke East Blvd.Tampa FL 33610
Date:
February 5,2018
WARNING-Verify design parmnsters and READ NOTES ON THIS AND AMCLUDED UMEK REFERANCE PAGE UN-7473 rev 10MM15 BEFORE USE.
Design vaild for use only wIth Milek0conneectors.This design is based only upon pararneters shown.and Is for an Individual building component.not
a truss system.Before use.the building designer must veflfy the applicability of design parameters and property Incorporate this design Into Ih,--overall
bLAckV design. Br(x!V indicated Is to prevent buckling of Individual truss web and/or chord members orgy. Adclitional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal"and property damage. Fcq general guidance regarding the
fabrIcaffm storage delivery erection and bracing of trusses and truss systems�seeANSI/TPI I Quality CrItwici,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Sesety Informallon available from Truss Plate.Institute.218 N.Lee Street,Sulle 312,Alexandria.VA 22,314. Tanipa,FL 33610
Symbols Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION
Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property
offsets are indicated. (Drawings not to scale) Damage or Personal Injury
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss 2 3 1. Additional stability bracing for truss system,e.g.
and fully embed teeth. TOP CHORDS diagonal or X-brocing,is always required. See BCSI.
C2 3 2. Truss bracing must be designed by an engineer.For
wide truss spacing,individual lateral braces themselves
V WEBS LN4
may require bracing,or alternative Tor I
CX rac ng s ou cons re
0
0
3. Never exceed the design loading shown and never
stock materials on inadequately braced trusses.
0
0 0- ovide copies of this truss design to the building
0 4. Pr
For 4 x 2 orientation, locate designer,erection supervisor,property owner and
plates 0-11,d' from outside BOTTOM CHORDS all other interested parties.
edge of truss, 8 7 6 5 5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
This symbol indicates the JOINTS ARE GENERALLY NUMBERED/UETTERED CLOCKWISE joint and embed fully.Knots and wane atjoint
required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1.
connector plates, THE LEFT. 7. Design assumes trusses will be suitably protected from
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1.
Plate location details available in MiTek 20/20 NUMBERS/LETTERS.
software or upon request. 8. Unless otherwise noted,moisture content of lumber
shall not exceed 19%at time of fabrication.
PRODUCT CODE APPROVALS 9. Unless expressly noted.this design is not applicable for
PLATE SIZE ICC-ES Reports: use with fire retardant preservative treated,or green lumber.
The first dimension is the plate 10.Comber is a non-structural consideration and is the
4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESIR 1988 responsibility of truss fabricator.General practice is to
to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 comber for dead load deflection.
the length parallel to slots. 11.Plate type,size,orientation and location dimensions
indicated are minimum plating requirements.
LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and
in all respects,equal to or better than that
Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the spec ified.
by text in the bracing section of the truss unless otherwise shOWn. 13.Top chords must be sheathed or purlins provided at
output, Use T or I bracing spacing indicated on design.
if indicated. Lumber design values are in accordance with ANSI/TPI 1 14,Bottom chords require lateral bracing at 10 ft.spacing.
section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted.
BEARING established by others.
15.Connections not shown are the responsibility of others,
Indicates location where bearings 16.Do not cut or alter truss member or plate without prior
(supports)occur. Icons vary but @ 2012 MiTek@ All Rights Reserved approval of an engineer.
reaction section indicates joint 17.Install and load verfically unless indicated otherwise.
number where bearings occur.
Min size shown is for crushing only.
18.Use of green or treated lumber may pose unacceptable
environmental,health or performance risks.Consult with
Industry Standards: F project engineer before use.
ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words
Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone
DSB-89: Design Standard for Bracing. is not sufficient.
BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with
Guide to Good Practice for Handling, MiTek ANSI/TPI 1 Quality Criteria
Installing&Bracing of Metal Plate
Connected Wood Trusses, MITek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015