659 BEACH AVE - TRUSS REPAIR REVISION ' r114111..r.
.~ J', CI TY OF ATLANTIC M: �� BEACH
„ . 800 Seminole
-?- < 7;,, � "' Road
J ..s.`,-. = r: , Atlantic Beach, Florida 32233
Telephone(904)247-5800
\\......_"A'f-D111 r FA X(904) 247-5845
,
. REVISION REQUEST SHEET
-
Date: -l6 Received by:
Permit Number.: /6../ Resubmitted:
Original Plans Examiner:
Project Address: - , , Project Name: o �y' �
Contractor "
Contact Name: CL�r
Contact Phone : 3
Revision/Plan Check/Permit Fee(s)Due: $:____ act e-mail:' �p�Y
Descri 1 tion of Pro 1 osed Revision to Existin s Permit:
r( 'e., ''
Additional Increase in Building Value: $__&_/_e_____
Site Plan Revised: Additional S.F. ,�j��
��/� Public W/U Approval:___44t
' By signing below. I(print name) &an6-
is inclusiv of the pr posed changes./ affirm that the above revision iibd-
Signatu- of Contractor/Agent(Contractor must sign if increase in valuation) _
Date
Office Use Only —
Date: /".F —/6j Approved: x '��
Rejected: D ��r�?
��
Plan Review Comments: 1 JAN ' 6 2016
S S "{ t, g roe,ro l/y..4_ ,f/ /14601
(40//n coo f to c/o.- pelc --u p -Tn b -------4o rmi+ co pt
Department review required Yes o
Building
Planning &Zoning
Tree Administrator
Public Works Plans Examiner
Public Utilities —Pi^ / G
Public Safety
Fire Services . — 1/1s) .
Date creeedmoils Rev.2
1
Min t�
MI R' Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek leAect P"1/Ge,, 1143r g(pOb
RE: J140448A- Grider const. / McGurrin - Garage/JK MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: Grider Construction Project Name: McGurrin - Garage Model: Tampa,FL 33610-4115
Lot/Block: Subdivision:
Address: 659 Beach Ave
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: FBC2010/TPI2007 Design Program: MiTek 20/20 7.6
Wind Code: N/A Wind Speed: N/A mph
Roof Load: N/A psf Floor Load: 65.0 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 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date
1 1T7836605 j FF01 •1/5/016
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH OFFICE COPY
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY: m DATE: l -/6
The truss drawing(s)referenced above have been prepared by MiTek
.0‘ ""rrrrr���,
Industries, Inc. under my direct supervision based on the parameters �•�,D0PS.A'••L:&
provided by Manning Building Supplies. ``,`�.•�\C E NSF•:92�'��
•
Truss Design Engineer's Name: Albani, Thomas No 39380
My license renewal date for the state of Florida is February 28, 2017.
* • =
IMPORTANT NOTE:Truss Engineer's responsibility is solely for :�•� STATE OF : w•
design of individual trusses based upon design parameters shown : O'•. <v:
on referenced truss drawings. Parameters have not been verified , �:':•< O R `p P.•\�`.�
as appropriate for any use. Any location identification specified is �'�SS7ONAL �`�,
for file reference only and has not been used in preparing design.
Suitability of truss designs for any particular building is the Thomas A.Albani PENo.39380
responsibility of the building designer, not the Truss Engineer, MiTek USA,Inc.FL Cut 6634
6904 Parke East Blvd.Tampa R.33610
per ANSI/TPI-1, Chapter 2. Date:
January 5,2016
Albani, Thomas 1 of 1
'Job " Truss Truss Type Qty Ply Gdder const.f McGunin-Garage/JK
Units:1 17836605
J140448A FF01 Floor 3 1 Eng:HMC
Job Reference(optional)
Manning Building Supplies,Jacksonville,FL 7.640 s Nov 10 2015 MiTek Industries,Inc. Mon Jan 04 16:42:20 2016 Page 1
ID:GfbAEYIpU7_02UNhdEwHlaz8JUd-skauEz 3Z4XSV1LMgCaZ12v8RVENBFu6wmde9izyhd1
l 1-3-0 1 9-6-411 1-2-6 19,0.4 1 1-2-12 11)&41 1-2-4 ili&A 1 1-2-6 10-6-4
Scale=1:36.4
21-11-0 OFFICE COPY I
ear r_._, 1-5-6 n 1-5-12 1-5-4 .-6-4 t„. -. 6-9-0
1.5x4 II 3x3= 1.5x4 II 3x3 = 1.5x4 II 4x4 =
4x7 = 4x4 = 3x5 = 3x3 II (+) 3x3 = (+) 1.5x4 II 3x3= 3x3 II 3x5 = 3x6 FP= 4x7 =
1 2 3 4 365 6 377 8 389 103911 12 40 13 14 1516 17
•
$ 11,- — � �t��a' 1. .111 Ai�-ails ;
fI �� �� A . a �. 11 11 .� III. �I. �� 11
32 3 9 g d
35 34 33 3x6 FP= 136 1-3-12 26 25 24 23 22 21 20 19 18
6x6 = 6x8 = 2-0-) �' 3x6 FP= 6x6 = 6x6 =
6x6 =
` yy3�- 21-11-0
i 8-8-14 6.6-4 1-s 2 116.8•4 1286 10.6.4P 2554 I 216--68 0 I
8-8-14
Repair:Need to remove section of truss shown dashed. (+)Install 2x4 SP No.2(flat)member(s),cut to fit tight.
-Lumber and connector plates(shown dashed)to be cut cleanly and accurately ("") -Attach 3/4"plywood or OSB gusset(23/32'Rated Sheathing 48/24 Exp 1)
and the remaining plate(s)must be fully embedded and undisturbed. 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.
Plate Offsets(X.Y)— r1:Edoe.0-1-81.117:0-3-0.Edgel.124:0-3-0.0-0.01.128:0-3-0.0.0-01
LOADING (psi) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.30 27 >878 480 MT20 244/190
TCDL 20.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.57 27 >453 360 •
•
BCLL 0.0 Rep Stress lncr NO WB 0.45 Horz(TL) 0.06 18 n/a n/a
BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight 153 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1D(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 5-10.12 oc purlins,
15-17:2x4 SP No.2(flat) except end verticals.
BOT CHORD 2x4 SP No.1D(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.2(flat)
REACTIONS. (lb/size) 18=1126/Mechanical,35=1126/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1
5-36=4534/0,-35=-1115/0,17-18=-1112/0,1-2=-1217/0,2-3=-3062/0,3-4=-4534/0,4-36=-4534/0, ,111111111t1j ,111111 l!1111j
9-38=5272/0,9-10=-5272/0,10-39=51635/0 11-39=-5135/0,11-12=-4534/0, 5272/`,`�1,N�PS a L ', ``����oPS A 44 f,/,
/I
12-40=-4534/0,13-40=-4534/0,13-14=-4534/0,14-15=-3061/0,15-16=-3061/0, ,� �O •`•C E N c 19 ,ice �. )O ••G•E•hi' 9 a
1617=-1214/0 ,••�� ••,�/j ; AN-•••�\ `S'c• •'/� •
BOT CHORD 33-34=0/2297,32-33=0/3860,31-32=0/3860,30-31=0/4534,29-30=0/5136,289=0/5.136, •
27-28=0/5136,26-27=0/5272,25-26=0/5135,24-25=0/5135,23-24=0/5135,2 .'23=0 4534,No 39380 No 39380 .
:
21-22=0/3859,20-21=0/3859,19-20=0/2295 * •* i
WEBS 17-19=0/1580,1-34=0/1584,16-19=-1467/0,2-34=-1465/0,16-20=-24/1040,_ *. , '•
2-33=-25/1037,14-20=-1083/56,3-33=-1083/56,14-22=-392/946,3-31=-392/54 V(r ,-.. -O `. � �
6-30=-943/0,6-29=0/453,7-28=-306/22.7-27=-183/467,11-23=-941/0,11-24S/ * r A f / T r Jj•
. �-STATE tom; 1/� - - STATE n- - 1/
10-25=-309/26,10-26=-181/469 0 .."4/::. -v -
.i,''�ss C O•R 1v ." • �∎� 1...<:z.
�,�s. 0 R +<O cl. \:'•
',lilt N A;1 ,`" �,11S" ........1� %%'
Thomas A.Albans PE No.39380 Thomas A.Albani PE No.39380
MITek USA,Inc.FL Cert 6634 MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610 6904 Parke East Blvd.Tampa FL 33610
Date: Date:
January 5,2016
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1 millIMMIll
Design valid for use only with Mlrek®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 appicobilty of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent bucking 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/TPI1 Qualify Creeda,DS18-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply Gilder const.I MoGurrin-Garage I JK
77836605
.J140448A FF01 Floor 3 1
Job Reference(optional)
Manning Building Supplies,Jacksonville,FL 7.640 s Nov 10 2015 MiTak Industries,Inc. Mon Jan 04 16:42:20 2018 Page 2
ID:GfbAEYIpU7_02UNhdEwHlaz8JUd-skauEz_324XSV1 LMgCaZ12v8RVENBFu6wmde9izyhdl
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x6 MT20 unless otherwise indicated.
3)Refer to girder(s)for truss to truss connections.
4)Load case(s)15 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of
this truss.
5)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
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 OFFICE C 0 PY
to be attached to walls at their outer ends or restrained by other means.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)535 lb up at 6-11-12,135 lb up at
8-11-12,135 lb up at 10-11-12,and 135 lb up at 12-11-12,and 535 lb up at 14-11-12 on top chord. The design/selection of such
connection device(s)is the responsibility of others.
8)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 Except:
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:18-35=-8,1-17=-96
LOAD CASE(S)
15)User defined:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:18-35=-8(F),1-17=-96(F)
Concentrated Loads(lb)
Vert:36=535 37=135 38=135 39=135 40=535
immt
A WARNING•Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10103/2015 BEFORE USE
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not
0 truss system.Before use.the building designer most verify the appicobility of design parameters and properly incorporate this design into the overall
•
building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek
• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabricotion,storage.delivery.erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Cdterla.DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610
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