102 AQUATIC DR - REVISION TRUSS REPAIR t , RECEiVED
CITY OF ATLANTIC BEACH
800 Seminole Road
� � BAR 2 4 Atlantic Beach,Florida 32233
; Telephone(904)247-5800
•
FAX(904)247-5845
.4 4)s. Building De1Padme
cWA�i I TNHEET OR
CORRECTIONS TO REVIEW COMMENT
Date: 3/zIf / /7 Received by: Resubmitted:
Permit Number: ) Co-S FPI7- 1'793
Original Plans Examiner: Project Name: 110 U14 17G /Q4-iN/Q?+1 J
Project Address: /4611, / l a f/C. /L l
Contractor:2 Kt `- , Contact Name: Jim. MC Mals
Contact Phone : fey ,2(4 9t3 y Contact e-mail: cwt, e 7'13 j S ,<Owl
Asp,/Plan Check/Permit Fee(s) Due: $ 50. O&
Description of Proposed Revision to Existing Permit:
cess f_&r
Additional Increase in Building Value: $ Additional S.F.
Site Plan Revised: Public W/U Approval:
By signing below. I(print name) affirm that the above revision
is inclusive of the proposed changes.
Signature of Contractor/Agent (Contractor must sign if increase in valuation) Date
2 Office Use Only
Date: 3/2 tT//7
Approved: x Rejected: Notified by:_ _
Plan Review Comments:
A/ r ved as 6•t t 4 I y ' 2`01ii S v n a rN-11—
Z Lva •L nv;I ' Col coo c a/1-
p:c-k - 'r 3o «wyxpay "fid'
epactt nt review required Yes )N"o
Building �/
arming &Zoning
Tree Administrator Plans Examiner
Public Works 3/(>2 S /f 7
Public Utilities
Public Safety
Date Created 01/16 Rev
Fire Services
Awl isu.N.c g
sus S
tnentheve0 pnibliu8
.14 orlar49 4119a3A a., v.3
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
111111
MiTek'
RE: 160516 - ROOF DESIGN INFO MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.�
Customer Info: TRIBRIDGE RESIDENTIAL CONSTRUCTION Project Name: Aquatic I )nhomes0 Model: Bldg 1,2 or 3
Lot/Block: - Subdivision: --
• Address: -
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 Design Program: OnLine Plus 30.0.063
Wind Code: ASCE 7-10 Wind Speed: 130 mph
Roof Load: 40.0 psf Floor Load: N/A psi
This package includes 1 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 1 Date
1 ,T10645447 R16 13/15/17
RECEIVED
OFFICE COPY
MAR 24 2017
REVISION
BP# Building Department
DATE 3 / fRy / �7 , City of Atlantic Beach, FL
SIGNED
.0011111/11,.
The truss drawing(s)referenced above have been prepared by Mi"I'eks.A q�e,i,,,�
USA, Inc. under my direct supervision based on the parameters A;...4.f,� °0
provided by Ridgway Roof Trusses. • •
• No 39380 '
Truss Design Engineer's Name: Albani, Thomas *
My license renewal date for the state of Florida is February 28, 2019. = �`7�
cr
IMPORTANT NOTE: The seal on these truss component designs is a certification :5).• ST•• OF :4/::
that the engineer named is licensed in the jurisdiction(s)identified and that the 00 ,*•.�"
designs comply with ANSI/TPI 1. These designs are based upon parameters i�� ••4 O R
shown(e.g.,loads,supports,dimensions,shapes and design codes).which were �isS'/........ 1/44 ���
fileen to referenMiTek.
urposeponlyct,and was notecific ken into ion acccoudnt in for
theIpreparation of customers ',� 0 N A; ���
purpose Y.
these designs. MiTek has not independently verified the applicability of the design Thomas A.Alban)PE No.39380
parameters or the designs for any particular building. Before use,the building designer MiTek USA,Inc.FL Cert 6634
should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610
into the overall building design per ANSI/TPI 1.Chapter 2. Date:
March 15,2017
Albani,Thomas 1 of 1
s
Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 1 as
160516 R16 30 MONO 330800 0.25 0 0 T1( ,44un ,
Bldg 1,2 or 3- Aquatic Page 1 of 2 Eng:KP
4180-MS18-3x10 = HO 2-8-7
418G-MS18-3x10 = S3 6-3-8
1"t6" 2x9 II 9x5= S2 4x5= 4x5= 4x5= 44 8=
HO 2-0-0 N X 1 J K L M
44X10- r
- ....iiiialipp . ,
-1_ A g G
418G-MS18-9x8 = 5x12=
n F E D C
Sl 0.25 -4x5= 180-MS18-5x8 = 44x8
II 4180-4518-5x8
W:308 183-MS18-5x12 = SPL
R:1570 W:308
U: 106 LUMBER(SHOWN DASHED)TO BE CUT CLEANLY AND ACCURATELY R:1574
AND ALL CONNECTOR PLATE(S)MUST BE FULLY EMBEDDED AND
UNDISTURBED.
REPAIR:TRUSS WAS INSTALLED
UPSIDE-DOWN AS SHOWN. - - ATTACH 314"OSB GUSSET(23/32"RATED SHEATHING 48/24 EXP 1)TO EACH FACE OF
TRUSS WITH(0.131"X 2.5"MIN.)NAILS PER THE FOLLOWING NAIL SCHEDULE:2 X 4'S-
REPAIR: 0.0"TO A MAXIMUM • • •- 3 ROWS,2 X 6'S AND LARGER-4 ROWS:SPACED @ 4"O.C.NAILS TO BE DRIVEN FROM
OF REMOVE11/16"OFF OF MEMBERMAIMBOTH FACES.STAGGER SPACING FROM FRONT T BACK FACE FOR A NET 2"O.C.
[A-N]AS SHOWN. SPACING IN EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE.
j APPLY 2 X 4 X 8'SP 2700F 2.0E NO.2 SCAB(S)TO EACH FACE OF TRUSS,CENTERED
INSTALL 2 X 4 SP NO.2 ON EACH SPLICE,WITH(0.131"X 3")NAILS PER THE FOLLOWING NAIL SCHEDULE:
F-` ;. CUT TO FIT TIGHT. 2 x 4'S-2 ROWS,2 x 6'S AND LARGER-3 ROWS:SPACED 4"O.C.STAGGER NAIL
2ii2 `=`'i' A. SPACING FROM FRONT FACE AND BACK FACE FOR A NET'2"O.0 SPACING IN THE
L " TRUSS. USE 2"MEMBER END DISTANCE.
EP 5-6-7 10-11-1 16-5-8 21-11-15 27-6-5 33-8-0
TC 5-6-7 I 5-9-10 I 5-6-7 5-6-7 I 5-6-6 I 6-1-11
BC 5-6-7 5-8-2 I 5-2-15 1 5-9-15 I 5-6-6 I 5-10-3
EP 5-6-7 11-2-9 16-5-8 22-3-7 27-9-13 33-8-0
.E 33-8-0 B
HiTeke Online Plus"' APPROX. TRUSS WEIGHT: 216.2 LBS
Online plus -- Version 30.0.052 82-K 0.37 5341 C 0.19 0.18 in areas where a rectangle
RUN DATE: 14-MAR-17 K -L 0.40 5708 C 0.22 0.18 3- 6- 0 tall by
L -83 0.31 4878 C 0.16 0.15 2- 0- 0 wide
Southern Pine lumber design 83-M 0.35 4878 C 0.12 0.23 will fit between the B.C.
values are those effective M -B 0.47 3163 C 0.07 0.40 and any other member.
06-01-13 by SPIB//ALSC UON Bottom Chords Design checked for 10 psf non-
C8I -Size- ----Lumber---- A -H 0.09 85 T 0.00 0.09 concurrent LL on BC.
TC 0.47 2x 4'8P-2700f-2..2E H -81 0.45 5342 T 0.37 0.08 provide drainage to prevent
BC 0.48 2: 4 SP-2700f-2.2E 81-1 0.48 5709 T 0.40 0.08 water pending.
NB 0.87 2x 4 8P-52 , 1 -E 0.42 4879 T 0.34 0.08 This truss mist be installed
0.15 2x 6 8P-52 ''' E -D 0.28 3163 T 0.22 0.06 as shown. It cannot be
A -N C -B D -C 0.11 44 T 0.00 0.11 installed upside-down.
-- 0.70 2x 4 8P-03 Web. ------ , NOTE: USER MODIFIED PLATES
H -I H -J 81-J 81-K A -N 0.12 1519 C WindLdThis design may have plates
F -K F -L E -L E -M N -H 0.87. 3893 T " " selected through a plate
O r. . > t H -I 0.09 497 C monitor.
tali� H -J 0.41 1748 C 1 Br Wind Loads - ANSI /ASCE 7-10
Brace tr6es as follows: 81-J 0.10 318 T Truss is designed as
O.C. Prom To 81-K 0.25 389 C Components and Claddings.
TC Cont. 0- 0- 0 33- 8- 0 F -K 0.04 216 C for Exterior zone location.
or 36.0" 0- 0- 0 33- 8- 0 F -L 0.33 885 T Wind Speed: 130 mph
BC Cont., 0- 0- 61347 8=0 a• E -L 0.12 602 C Risk Category . II
e& 72:0"'. 0-'0- 0 33- 8- 0 E -M 0.70 1842 T Moan Roof Height: 33-0
Continuous Lateral Restraint D -M 0.24 1198 C Exposure Category: a
,reqd at mid-point of webs: D -B 0.76 3403 T Building Type: Enclosed
H 4,7 C -B 0.15 1523 C WindLd TC Dead Load: 6.0 psf
''Attich CM'with (2)-10d nails BC Dead Load: 6.0 psf
at each web. TL Defl -1.10" in 81-F L/360 Max comp. force 5708 Lbs
Refer to SCSI for diagonal LL Defl -0.41" in 81-F 1/968 Max tens, force 5709 Lbs
restraint requirements. HE Disp LL DL TL Connector Plate fabrication
Jt C 0.05" 0.09" 0.14" Tolerance - 20%
psf-Ld Dead Live Shear // Grain in N-B 0.39 This truss is designed for a
TC 10.0 20.0 creep factor of 1.5 which
BC 10.0 0.0 Plates for each ply each face. is used to calculate total
TCt13C 20.0 20.0 Plate - MT20 18 Oa, Gross Area load deflection.
Total 40.0 spacing 24.0" Plate - MIS 18 Oa, Gross Area
Lumber Duration Factor 1.25 Plate - M818 18 Oa, Gross Area
Plate Duration Factor 1.25 Jt Type Plt Size X Y J8I
Fb Fc Ft Emin NA MT20 4.0x10.0-0.2-0.9 0.97
TC 1.00 1.00 1.00 1.00 I MT20 2.0x 4.0 Ctr Ctr 0.34
BC 1.00 1.00 1.00 1.00 J MT20 4.0x 5.0 Ctr Ctr 0.73
8264818 3.02(10.0 Ctr Ctr 0.51
Total Load Reactions (Lbs) K MT20 4.0x 5.0 Ctr Ctr 0.24
Jt Down Uplift Boris- L 51920 4.0x 5.0 Ctr Ctr 0.46
A 1571 106 U 64 R 83194818 3.0x10.0-0.1 Ctr 0.54
C 1575 71 R M MT20 4.0x 5.0 Ctr Ctr 0.95
Be MT20 4.0x 8.0 Ctr-0.9 0.91
Jt Brg Size Required Al M818 4.0x 8.0-0.1 0.4 0.37
A 3.5" 1.5" H 14T20 5.0x12.0-1.0 Ctr 0.96
C 3.5" 1.5" 81 MS18 5.0x12.0 Ctr-0.5 0.70
F MT20 4.0x 5.0 Ctr Ctr 0.45
LC/ 1 Standard Loading E M818 5.0x 8.0 Ctr-0.5 0.94
Dur Fctrs - Lbr 1.25 pit 1.25 D6 MT20 4.0x 8.0 0.5-0.1 0.86
plf - Dead Live. From To CO M818 5.0x 8.0-0.1 0.8 0.38
TC V 20 40 0.0' 33.7'
BC V 20 0 0.0' 33.7' 6 = Plate Monitor used
TC V 40 0 0.0' 5.7' REFER TO ONLINE PLUS GENERAL
TC v 40 0 27.8' 33.7' NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
Plus 21 Wind Load Case(s)
Plus 1 LL Load Case(s) NOTES:
Plus 1 DL Load Case(s) Trusses Manufactured by:
RIDGWAY ROOF TRUSS
Membr CSI P Lbs Axl-CBI-Bnd Analysis Conforms To:
Top Chords FBC2014
N -I 0.44 3681 C 0.10 0.34 TPI 2007
I -J 0.24 3681 C 0.06 0.18 This truss has been designed
J-82 0.37 5341 C 0.19 0.18 for 20.0 psf LL on the B.C.
Onus PWS"'0 Copyright MRek0 19962016 Vemion 30.0.063 Enpneering-PoNait 31142017 1:50:45 PM Page 1
i. e Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering i
160516 R16 30 MONO 330800 0.25 0 0 T10645447 1
Bldg 1,2 or 3- Aquatic Page 2 of 2 1
HO 2-0-0 HO 2-8-7
TCI 5-6-7 I 11-2-9 I 16-9-0 I 22-3-7 I 27-9-13 I 33-8-0 I
SPL SPL
818G-MS18-4x8 = 115x12= 5x6- 4x5- 5x6= #4x8= #18a-ma18-5x8 =
X - L M g
--r- N I J i.J°
2-8-7 ee -
2-8-4
84x10= ® H 3 F E D a° M4x8=
W:308 2x411 4x5= 4x5= 4x5= 4x5= W:308
S1 S2
R:1575 183-MS18-3x10 = 180-MS18-3x10 = R:1556
U: 145 U: 143
rI -- 5-6-7 I 10-11-1 I lb-b=8- 1 21-11-lb J 27-6-5 33-8-0
l.C1 33-8-0 9
EXCEPT AS SHOWN ALL PLATES ARE MT2020, 6 = PLATE SELECTED IN PLATE MONITOR
Scale:0188".1'
MiTeka Online Plus. APPROX. TRUSS WEIGHT: 216.1 LBS
Online Plus -- Version 30.0.069 Bottom Chords 9- 6- 0 tall by
RUN DATE: 14-MAR-17 A -H 0.33 3692 T 0.26 0.07 2- 0- 0 wide
H -0 0.94 3692 T 0.26 0.08 will fit between the S.C.
Southern Pine lumber design 0 -S1 0.45 5355 T 0.97 0.08 and any other member.
values are those effective S1-F 0.45 5355 T 0.37 0.08 Design checked for 10 psf non-
06-01-13 by SPIB//ALSC DON F -E 0.48 5723 T 0.40 0.08 concurrent LL on BC.
CSI -Sire- ----Lumber---- E -82 0.40 4890 T 0.34 0.06 Provide drainage to prevent
TC 0.40 2x 4 SP-2700£-2.2E S2-D 0.40 4890 T 0.94 0.06 water ponding.
BC 0.48 2x 4 SP-27004-2.2R D -C 0.29 3169 T 0.22 0.07 This truss must be installed
NB 0.85 2x 4 SP-13 Webs as shown. It cannot be
-- 0.02 2x 6 SP-12 A -N 0.01 250 C WindLd installed upside-down.
A -N C -B A -I 0.64 3904 C 1 Br NOTE: USER MODIFIED PLATES
-- 0.64 2x 4 SP-12 H -I 0.07 295 T This design may have plates
A -I I -0 0.66 1750 T selected through a plate
O -J 0.08 438 C monitor.
Brace truss as follows: J -F 0.14 389 T Wind Loads - ANSI / ASCE 7-10
O.C. From To F -E 0.04 139 T Truss is designed as
TC Cont. 0- 0- 0 93- 8- 0 K -E 0.58 887 C Components and Claddings*
or 36.0" 0- 0- 0 33- 8- 0 E -L 0.15 448 T for Exterior zone location.
BC Cont. 0- 0- 0 33- 8- 0 L -D 0.45 1848 C 1 Br Wind Speed: 130 mph
or 102.0" 0- 0- 0 33- 8- 0 D -M 0.30 796 T Risk Category II
Continuous Lateral Restraint M -C 0.85 3409 C 1 Sr Mean Roof Height: 33-0
req'd at mid-point of webs: C -B 0.02 243 C WindLd Exposure Category: B
A -I L -D M -C Building Type: Enclosed
Attach CLR with (2)-10d nails TL Dell -1.11" in 0 -F L/358 TC Dead Load: 6.0 psf
at each web. LL Dell -0.41" in 0 -F L/965 BC Dead Load: 6.0 psf
Refer to SCSI for diagonal Shear // Grain in N -8 0.99 Max camp. force 5724 Lbs
restraint requirements. Max tens. force 5723 Lbs
Plates for each ply each face. Connector Plate Fabrication
psf-Ld Dead Live Plate - MT20 20 Ga, Gross Area Tolerance . 20%
TC 10.0 20.0 Plate - MT2H 20 Ga, Gross Area This truss is designed for a
8C 10.0 0.0 Plate - MS18 20 Ga, Gross Area creep factor of 1.5 which
TC+BC 20.0 20.0 Jt Type Plt Size X L JSI is used to calculate total
Total 40.0 Spacing 24.0" N1 MS18 4.Ox 8.0 Ctr-0.2 0.14 load deflection.
Lumber Duration Factor 1.25 I1 MT20 5.0x12.0 Ctr Ctr 0.83
Plate Duration Factor 1.25 J MT20 5.Ox 6.0 Ctr 0.5 0.86
Fb Fc Ft Emin K MT20 4.Ox 5.0 Ctr Ctr 0.36
TC 1.00 1.00 1.00 1.00 L MT20 5.Oz 6.0 Cir 0.5 0.76
BC 1.00 1.00 1.00 1.00 Mil 1!420 4.Ox 8.0 0.5 Ctr 0.77
S t MS18 5.Ox 8.0 Ctr-0.7 0.09
Total Load Reactions (Lbs) Al MT20 4.0x10.0 Ctr Ctr 0.81
Jt Down Uplift Boris- H MT20 2.Ox 4.0 Ctr Ctr 0.34
A 1575 145 U 57 R 0 MT20 4.Ox 5.0 Ctr Ctr 0.95
C 1557 143 0 86 R S1 MS18 9.0X10.0 Ctr Ctr 0.83
F MT20 4.Ox 5.0 Ctr Ctr 0.24
Jt Brg Size Required E MT20 4.Ox 5.0 Ctr Ctr 0.37
A 3.5" 1.5" S2 MS18 3.0x10.0 Ctr Ctr 0.72
C 3.5" 1.5" D MT20 4.Ox 5.0 Ctr Ctr 0.76
C1 MT20 4.Ox 8.0 Ctr Ctr 0.88
LCA 1 Standard Loading
Dur Fctrs - Lbr 1.25 Plt 1.25 1 a Plate Monitor used
plf - Dead Live* From To REVIEWED BY:
TC V 20 40 0.0' 33.7' MiTek USA, Inc.
BC V 20 0 0.0' 33.7' 6904 Parke East Blvd.
TC V 40 0 0.0' 5.7' Tampa, FL 93610
TC V 40 0 27.8' 33.7'
REFER TO ONLINE PLUS GENERAL
Plus 21 Wind Load Case(s) NOTES AND SYMBOLS SHEET FOR
Plus 1 LL Load Case(s) ADDITIONAL SPECIFICATIONS.
Plus 1 DL Load Case(s)
NOTES:
Membr CSI P Lbs Axl-CSI-Bnd Trusses Manufactured by:
Top Chords RIDONAT ROOF TRUSS
N -I 0.28 25 T 0.00 0.28 Analysis Conforms To:
I -J 0.32 5356 C 0.14 0.18 FBC2014
J -X 0.40 5724 C 0.22 0.18 TPI 2007
K -L 0.33 4891 C 0.16 0.17 This truss has been designed
L -M 0.27 3169 C 0.04 0.23 for 20.0 psf LL on the B.C.
N -8 0.33 34 T 0.00 0.33 in areas where a rectangle
Online Plus'•0 Copyright Mileke 1896-2018 Venlon 30.0.063 Enyneerkig-Po Bict 31142017 1:50:45 PM Pape 1
ONLINE PLUS GENERAL NOTES & SYMBOLS
108 PLATE LOCATION FLOOR TRUSS SPLICE LATERAL BRACING
ft Center plates on joints ( 3X2, 4X2, 6X2 ) Designates the location for
continuous lateral bracing(CLB)for
unless otherwise noted support of individual truss members TiE- in plate list or on drawing. �/
,� Dimensions are given in only.CLBs must be properlyanchored or restrained to prevent
inches(i.e. 1 1/2"or 1.5") simultaneous buckling of adjacent
or IN-16ths(i.e.108) (W) =Wde Face Plate truss members.
(N) =Narrow Face Plate
V
PLATE SIZE AND ORIENTATION DIMENSIONS .` BEARING
The first dimension is All dimensions are shown in _ When truss is designed to
3x5 I I the width measured FT-IN-SX(i.e.6'-8.5"or bear on multiple supports,
perpendicular to slots. 6-08-08).Dimensions less I interior bearing locations
® The second dimension is than one foot are shown should be marked on the
1114 the length measured in IN-SX only(i.e.708). 1 C truss.Interior support or
parallel to slots.Plate temporary shoring must be
,I\ orientation,shown next I 6-08-08 w.Actual Bearin in place before trusses are
to plate size,indicates g
Width(IN-SX) installed.bearings Ifto necessary,assuresolid shim
direction of slots in
connector plates. ,' %708 R=Reaction(lbs.) contact with truss.
U=Uplift(lbs.)
Metal connector plates shall be applied on both faces Mitek Industries Inc. bears no responsibility for the
of truss at each joint. Center the plates, unless erection of trusses, field bracing or permanent
indicated otherwise. No loose knots or wane in plate truss bracing. Refer to"Building Component Safety
contact area. Splice only where shown. Overall spans Information" (BCSI 1) as published by Truss Plate
assume 4"bearing at each end, unless indicated Institute, 218 North Lee Street, Suite 312,Alexandria,
otherwise. Cutting and fabrication shall be performed Virginia 22314. Persons erecting trusses are cautioned
using equipment which produces snug-fitting joints and to seek professional advice concerning proper erection
plates. Unless otherwise noted, moisture content of bracing to prevent toppling and "dominoing ". Care
lumber shall not exceed 19%at time of fabrication and should be taken to prevent damage during fabrication,
the attached truss designs are not applicable for use storage, shipping and erection. Top and bottom chords
with fire retardant lumber and some preservative shall be adequately braced in the absence of sheathing
treatments. Nails specified on Truss Design Drawings or rigid ceiling, respectively. It is the responsibility of
refer to common wire nails,except as noted. The others to ascertain that design loads utilized on these
attached design drawings were prepared in accordance drawings meet or exceed the actual dead loads imposed
with" National Design Specifications for Wood by the structure and the live loads imposed by the local
Construction"(AF& PA), " National Design Standard building code or historical climatic records. When truss
for Metal Plate Connected Wood Truss Construction" hangers are specified on the Truss Design Drawing,
(ANSI/TPI 1), and HUD Design Criteria for Trussed they must be installed per manufacturer's details and
Rafters. specifications.
FURNISH A COPY OF THE ATTACHED TRUSS DESIGN DRAWINGS TO ERECTION CONTRACTOR. IT IS
THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THESE DRAWINGS AND VERIFY THAT
DATA, INCLUDING DIMENSIONS & LOADS, CONFORM TO ARCHITECTURAL PLAN / SPECS AND THE
TRUSS PLACEMENT DIAGRAM FURNISHED BY THE TRUSS MANUFACTURER.
lo—E® MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610-4115
lIe k�MTel: 813-972-1135
Fax: 813-971-6117
MIi 1' Str3
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTekl
RE: 160513 - ROOF DESIGN INFO 9YT
MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: TRIBRIDGE RESIDENTIAL CONSTRUCTION Pro A uatica a FL 33610-4115
ect Name:
Lot/Block: - 1 q ��wnhomes Model: Bldg 1,2, o
Address: - Subdivision:
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 Design Program: OnLine Plus 30.0.063
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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date
1 T10433874 F1A 2/14/17
OFFICE RECEIVED
c
oPY
REVISION MAR 2a 2017
BP# Building Department
DATE 3 / e2 y / /9 City of Atlantic Beach, FL
SIGNED /71y
�„,,,iii,,,,,
The truss drawing(s)referenced above have been prepared by MiTck ,got PV._ S. M Pies
USA, Inc. under my direct supervision based on the parameters .N- \G�••''•E•Ai ��'�'•
provided by Ridgway Roof Trusses. •
�.•'�,�C 5 .••�O '�
Truss Design Engineer's Name: Magid, Michael 53681
My license renewal date for the state of Florida is February 28,2019.
"0 . /i
_
IMPORTANT NOTE:The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s)identified and that the i O1,10::::::::_oss:41designs comply with ANSI/TPI 1. These designs are based upon parametersshown(e.g.,loads,supports,dimensions,shapes and design codes),which were 1, sC. .
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 re aration of '
these designs. MiTek has not independently verified the applicability of the design ,��PEN o.5
parameters or the designs for any particular building. Before use,the building designer kiffMichael S. Inc. a rt 63 4
should verify applicability of design parameters and properly incorporate these designs 69044k ParkUSA,e
Easts.Blvd.FL Cert mp4
into the overall building design per ANSI/TPI 1,Chapter 2. g Parke Tampa FL 33610
Date:
February 14,2017
Magid,Michael 1 of I
-
-•• •.�yaa4. in 1 a.gtnrrrfeg
10(131.510(131.5I Via I 3 M100 130400 10600 0 0 T10433874
Bldg •1,2, or 3- Aquatic
Eng:MG Units:1.0
REPAIR:SHEAR DRAG LOAD OF 310 PLF ADDED TO TRUSS FROM JOINT P TO JOINT V.
•
--- INSTALL(2 PLY)2 X 4 SP NO.2 MEMBERS OUT TO FIT TIGHT.
rr;
.'.".' ATTACH 3/4"PLYWOOD OR OSB GUSSET(23/32"RATED SHEATHING 48/24 EXP 1)
.' TO ONE SIDE OF TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND ONE ROW OF
`,` (0.131"X 2.5")NAILS SPACED 2"O.C.INTO EACH COVERED TRUSS MEMBER.
THIS TRUSS IS TO BE FULLY SHEATHED WITH 7/16"O.S.B.ON ITS EXTERIOR FACE.
THIS EXTERIOR SHEATHING MUST BE ATTACHED TO THE INSTALLED MEMBERS
USING 8d(0.131"X2.5")NAILS AT 2"ON CENTER.
4-1-8 - - 4-1-8 - - o
TC I 1-4-0 12-8-0 14-0-0 15-4-0 ( 6-8-0 1 8-0-0 .1- c
I 9-4-0 110-8-0 112-0-0 113-2-8
1x3 II 1x3=
1x3 II 1x3 II 42(5= 1x3 1I 1x II 1x3 II 1 II 1x3 II 4x5= 1 II 1x3 II
A G P Q SU 1x3 IV C
1x311 '•'' •�`« ` • , •'«` _ E•
N M 111311 L 1x3 II K J I g 1x3 II 0 y. `P x4 II
1x3 II 4x4 II 4x5= 1x3 II 13(3 II 1x3 II 4x5= 4x4 II 1x3 II
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / i
BC 1-4-0 12-8-0 14-0-0 15-4-0 16-8-0 18-0-0 19-4-0 110-8-0 112-0-0 113-4-0
13-4-0 B{I
ALL PLATES ARE MT2020
Scale:0.461"=1'
MjTek® Online Plus". APPROX. TRUSS WEIGHT: 84.7 LBS
Online Plus --Version 30.0.063 V-A 0.10 0 T 0.00 0.10 74 74T20 4.0r 4.0 Ctr 0.5 0.78
RUN DATE: 14-SEB-17 A -C 0.10 0 T 0.00 0.10 L MT20 4.0z 5.0-1.0 0.5 0.91
-------Bottom Chords K M4120 1.0z 3.0 Ctr Ctr 0.33
Southern Pine lumber design B -N 0.01 0 T 0.00 0.01 J MT20 1.0x 3.0 Ctr Ctr 0.33
values are those effective N-N 0.01 0 T 0.00 0.01 I 14120 1.0z 3.0 Ctr Ctr 0.33
06-01-13 by SPIB//ALSC UON M-L 0.01 0 T 0.00 0.01 H MT20 4.0z 5.0 1.0 0.5 0.91
CSI -Size- ----Lumber---- L -K 0.01 0 T 0.00 0.01 G MT20 4.0* 4.0 Ctr 0.5 0.78
TC 0.26 4z 2 8P-12 K-J 0.01 0 T 0.00 0.01 F MT20 1.0z 3.0 Ctr Ctr 0.33
BC 0.01 4: 2 SP-82 J -I 0.01 0 T 0.00 0.01 E MT20 2.0x 4.0 Ctr 0.5 0.33
AB 0.67 4z 2 SP-13 I -8 0.01 0 T 0.00 0.01
B -G 0.01 0 T 0.00 0.01 REVIEWED BY:
Brace truss as follows: G -F 0.01 0 T 0.00 0.01 MiTek USA, Inc.
O.C. From To S -E 0.01 0 T 0.00 0.01 6904 Parke East Blvd.
IC Cont. 0- 0- 0 13- 4- 0 Webs Tampa, FL 33610
or 48.0" 0- 0- 0 13- 4- 0 B -A 0.01 60 C
BC Cont. 0- 0- 0 13- 4- 0 N-0 0.05 181 C REFER TO OLIN) PLUS GENERAL
or 120.0" 0- 0- 0 13- 4- 0 M-P 0.46 1309 C NOTES AND SYMBOLS SHEET FOR
P -L 0.67 1793 C ADDITIONAL SPECIFICATIONS
psf-Ld Dead Live L -Q 0.03 160 C
TC 20.0 40.0 K-R 0.05 167 C NOTE8:
BC 5.0 0.0 J-8 0.05 159 C Trusses Manufactured by:
TC+BC 25.0 40.0 I -T 0.05 168 C RIDGFAY ROOF TRUSS
Total 65.0 Spacing 24.0" B -U 0.03 159 C
Lumber Duration Factor 1.00 H -v 0.67 1793 C FAnalysis Conforms To:
Plats Duration Factor 1.00 0 -V 0.46 1310 C TPT 204
Pi 2007
Pb Fc Ft Ervin P -W 0.05 172 C Designed for shear loads (plf)
TC 1.15 1.10 1.10 1.10 8 -C 0.01 53 C TC 310.0 BC 0.0
8C 1.10 1.10 1.10 1.10 applied to 60.6 I of span
TL Dell 0.00" in L/999 Design checked for 10 pef non-
Total Load Reactions (Lbs) LL Dail 0.00" in L/999 concurrent LL on BC.
Jt Down Uplift Horiz- Shear// Grain in A-O 0.15 This truss must be installed
B 1701 2480 R
as shown. It cannot be
Plates for each ply each face, installed upside-down.
Jt Brg Size Required Plate - 14120 20 Ga, Gross Area Max ccap. force 1793 Lba
8 160.0" 0"-to- 160" Plate -Mf25 20 Ga, Gross Area Max tens. force 1769 Lbs
Plate -M818 18 Ga, Gross Area Connector Plate Fabrication
Plus 2 Unbalanced Load Cases Jt Type Plt Size X Y 281 Tolerance m 10%
Pius 2 Drag Load Case(s) A MT20 1.0z 3.0 Ctr Ctr 0.33 This truss is designed for a
Plus 1 LL Load Case(e) 0 M120 1.0x 3.0 Ctr Ctr 0.33 creep factor of 1.5 which '
Plus 1 DL Load Cases) P 14220 4.0z 5.0 1.0-0.5 0.91 is used to calculate total
0 M4120 1.0z 3.0 Ctr Ctr 0.33 load deflection.
Membr CSI P Lbs Axl-CSI-Bnd R MT20 1.0z 3.0 Ctr Ctr 0.33
----------Top Cbords S 24120 1.0x 3.0 Ctr Ctr 0.33
A-O 0.12 0 T 0.00 0.12 T MT20 1.0z 3.0 Ctr Ctr 0.33
O-P 0.12 0 T 0.00 0.12 U MT20 1.0z 3.0 Ctr Ctr 0.33
P -Q 0.25 1041 T 0.21 0.04 V MT20 4.0z 5.0-1.0-0.5 0.91
Q-R 0.14 628 T 0.12 0.02 A MT20 1.0z 3.0 Ctr Ctr 0.33
R -S 0.10 214 T 0.00 0.10 C MT20 1.0x 3.0 Ctr Ctr 0.33
8 -T 0.10 214 T 0.00 0.10 C MT20 1.0z 3.0 Ctr Ctr 0.00
2 -0 0.14 628 T 0.12 0.02 B MT20 1.0z 3.0 0.2 Ctr 0.33
0-V 0.26 1041 T 0.21 0.05 A MT20 1.0x 3.0 Ctr Ctr 0.33
OKne Phe"O Copyright 7VTe 18962016 Veabn 30.0.083 Endn.Mng-Partrst 2/14/2017 320:47 PM Pagel
g
... . . .a .A..— i LVV )L..1NiL.r-w-\L INL) I CO be 'W' iVibUi-b-
108 • PLATE LOCATION FLOOR TRUSS SPLICE LATERAL BRACING
Center plates on joints
( 3X2, 4X2, 6X2 ) Designates the location for
unless otherwise noted I continuous lateral bracing(CLB)for
MILL in plate list or on drawing. support of individual truss members
111* Dimensions are given in only.CLBs must be properly /
1 112"or 1.5") anchored or restrained to prevent
inches(i.e.h1 1/.e. or simultaneous buckling of adjacent
(W) =Wide Face Plate truss members.
(N) =Narrow Face Plate
PLATE SIZE AND ORIENTATION DIMENSIONS BEARING
3x5 H The first dimension is All dimensions are shown inI When truss is designed to
the width measured FT-IN-SX(i.e.6'-8.5"or %MI g
perpendicular to slots. ��� bear on multiple supports,
���� 6-08-08).Dimensions less interior bearing locations
The second dimension is than one foot are shown i should be marked on the
1U4 the length measured in IN-SX only(i.e.708).
il< truss.Interior support or
parallel to slats.Plate temporary shoring must be
orientation,shown next in place before trusses are
to plate size,indicates 6-08-08
t W=Actual Bearing installed.If necessa
direction of slots in I Width(IN-SX) ry,shim
con act with
assure solid
connector plates. �708 R=Reaction(lbs.) contact wittruss.
U=Uplift(lbs.)
Metal connector plates shall be applied on both faces
of truss at each joint. Center the plates, unless Mitek Industries Inc. bears no responsibility for the
erection of trusses,field bracing or permanent
indicated otherwise. No loose knots or wane in
platetruss bracing. Refer to"Building Component Safety
contact area. Splice only where shown. Overall spans Information" (BCSI 1)as published by Truss Plate
assume 4"bearing at each end, unless indicated Institute, 218 North Lee Street, Suite 312,Alexandria,
otherwise. Cutting and fabrication shall be performed Virginia 22314. Persons erecting trusses are cautioned
using equipment which produces snug-fitting joints and to seek professional advice concerning proper erection
plates. Unless otherwise noted, moisture content of bracing to prevent toppling and "dominoing ". Care
lumber shall not exceed 19% at time of fabrication and should be taken to prevent damage during fabrication,
the attached truss designs are not applicable for use storage, shipping and erection. Top and bottom chords
with fire retardant lumber and some preservative shall be adequately braced in the absence of sheathing
treatments. Nails specified on Truss Design Drawings or rigid ceiling, respectively. It is the responsibility of
refer to common wire nails, except as noted.The others to ascertain that design loads utilized on these
attached design drawings were prepared in accordance drawings meet or exceed the actual dead loads imposed
with"National Design Specifications for Wood by the structure and the live loads imposed by the local
Construction"(AF& PA) " National Design Standard building code or historical climatic records. When truss
for Metal Plate Connected Wood Truss Construction" hangers are specified on the Truss Design Drawing,
(ANSI/TPI 1), and HUD Design Criteria for Trussed they must be installed per manufacturer's details and
Rafters.
specifications.
FURNISH A COPY OF THE ATTACHED TRUSS DESIGN DRAWINGS TO ERECTION CONTRACTOR. IT IS
THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THESE DRAWINGS AND VERIFY THAT
DATA, INCLUDING DIMENSIONS & LOADS, CONFORM TO ARCHITECTURAL PLAN / SPECS AND THE
TRUSS PLACEMENT DIAGRAM FURNISHED BY THE TRUSS MANUFACTURER.
mowMiTek USA, Inc.oiirl3)
6904 Parke East Blvd.
Tampa, FL 33610-4115
I\ 1'Te k 0Tel: 813-972-1135
Fax: 813-971-6117
971-
6117
,f.3
-mit—
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek®
RE: 160514 - ROOF DESIGN INFO MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.�
Customer Info: TRIBRIDGE RESIDENTIAL CONSTRUCTION Project Name: Aquatic Tampa, FL 33610-4115 Model: Bldg 4 or 5-1
Lot/Block: - Subdivision: -
Address: -
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 Design Program: Online Plus 30.0.063
Wind Code: N/A Wind Speed: N/A mph
Roof Load: N/A psf Floor Load: 65.0 psf
This package includes 1 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. 1Seal# Truss Name Date
1 T10537926 F40 12/28/17
OFFICE Copy RECEIVED
MAR 2 2017
BP# Building Department
DATE S / .7y / !
SIGNED m City of Atlantic Beach, FL
The truss drawing(s) aboveMiTek ♦♦ v ES.
USA, Inc. under y direct supervision based on the parameters ♦ \'\ CFF••�'
provided by Ridgway Roof Trusses.
i•��' .
• No : ,
Truss Design Engineer's Name: Lee, Julius _ * �� �•
My license renewal date for the state of Florida is February 28, 2019. : .. coL
:ccs
IMPORTANT NOTE:The seal on these truss component designs is a certification ..."›.19:•. S E OF i
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 i FS� • • R O.• ,♦♦
shown(e.g.,loads.supports,dimensions,shapes and design codes),which were �i�� S.•••••••• t.„‘ ,�•
given to MiTek. Any project specific information included is for MiTek's customers i,,,�0NA",``�
file reference purpose only,and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design Jullus Lee PE No.34869
parameters or the designs for any particular building. Before use,the building designer MiTek USA,Inc.FL Cert 6634
should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610
into the overall building design per ANSI/TPI 1,Chapter 2. Date:
February 28,2017
Lee,Julius 1 of 1
r,"
•„.
T
Job Mark Quan Type Span P1-Hl Left OH Right OH Engineering
160514 F40 2 M100 111100 10600 0 0 T10537926
Bldg 4 or 5- Aquatic- Floors JG1U
REPAIR:STUB RIGHT END OF TRUSS AS SHOWN.
APPLY 2 X 6 SP NO 2 SCAB TO EACH FACE OF TRUSS.
ATTACH WITH CONSTRUCTION QUALITY ADHESIVE AND
(2)-(0.131"X3")NAILS INTO EACH OVERLAPPED MEMBER.
LUMBER AND CONNECTOR PLATES(SHOWN DASHED)TO BE
CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATE(S)
MUST BE FULLY EMBEDDED AND UNDISTURBED.
6x6= 1x3= 5x5= 1x3= 3x511 1x3= 3x511 1x3= 3x511 1x3=
A1x3.-1x3= CC 1x3=1x3= DD 1x3- 1x3= EE 1x3=1x3-FF 1x3=1x3= C
HO 1-6-0 HO 1-6-0
es ® ® s\:2
to me me mmce ® `"\ ice �i // III
91Jl ,. 1JBBB R Z Y R W
3x3- 1x3 11 3x3= 3x3= 1x3 11 1x3 11 3x3= GIG
2x4 1
1 - 6- 4 p1
HGR
R: 609
TC 2-9-12 5-4-8I 7-10-8 l 9-11-4 11-11-0
�, 1-6-0 12-9-12 1 4-1-8 1 6-a-8 17-11-4 I 9-10-8 111-2-4 1 0
.1
.a
'Cll11-11-0 d
ALL PLATES ARE MT2020 Scale:0.405"=1'
MiTeka Online Plus" APPROX. TRUSS WEIGHT: 104.2 LBS
Online Plus -- Version 30.0.054 LE-FF 0.34 65 C 0.00 0.34 MiTek USA, Inc.
RUN DATE: 28-FEB-17 EE-FF 0.37 65 C 0.00 0.37 6904 Parke East Blvd.
FF-C 0.27 3 T 0.00 0.27 Tampa, FL 33610
Southern Pine lumber design FF-C 0.30 3 T 0.00 0.30
values are those effective Bottom Chords REFER TO ONLINE PLUS GENERAL
06-01-13 by SPIB//ALSC VON B -BB 0.01 0 T 0.00 0.01 NOTES AND SYMBOLS SHEET FOR
CSI -Size- ----Lumber---- BB-R 0.03 99 T 0.02 0.01 ADDITIONAL SPECIFICATIONS.
TC 0.60 4x 2 SP-12 R -AA 0.03 99 T 0.02 0.01
BC 0.09 4x 2 SP-#2 AA-Z 0.09 302 T 0.08 0.01 NOTES:
WB 0.21 4x 2 SP-13 Z -Y 0.04 119 T 0.03 0.01 Trusses Manufactured by:
Y -X 0.03 119 T 0.03 0.00 RIDGWAY ROOF TRUSS
Brace truss as follows: E -W 0.03 119 T 0.03 0.00 Analysis Conforms To:
O.C. From To W -D 0.00 6 T FBC2014
TC Cont. 0- 0- 0 11-11- 0 Webs TPI 2007
or 48.0" 0- 0- 0 11-11- 0 B -A 0.07 332 C Design checked for 10 psf non-
BC Cont. 0- 0- 0 11-11- 0 B -A 0.07 332 C concurrent LL on BC.
or 120.0" 0- 0- 0 11-11- 0 A -BB 0.03 74 T This truss must be installed
BB-CC 0.01 68 C as shown. It cannot be
psf-Ld Dead Live R -CC 0.21 952 C installed upside-down.
TC 20.0 40.0 CC-AA 0.11 495 C Max camp. force 952 Lbs
BC 5.0 0.0 AA-DD 0.19 806 C Max tens. force 302 Lbs
TC+BC 25.0 40.0 DD-Z 0.18 757 C Connector Plate Fabrication
Total 65.0 Spacing 12.0" Z -HE 0.10 447 C Tolerance - 106
Lumber Duration Factor 1.00 Y -EE 0.17 755 C This truss is designed for a
Plate Duration Factor 1.00 X -FF 0.19 866 C creep factor of 1.5 which
Fb Fc Ft Rein FF-W 0.04 181 C is used to calculate total
TC 1.00 1.00 1.00 1.00 W -00 0.00 16 C load deflection.
BC 1.00 1.00 1.00 1.00 D -00 0.08 360 C 0.08 0.00
GG-C 0.08 372 C 0.08 0.00
Total Load Reactions (Lbs)
Jt Down Uplift Horiz- TL Defl 0.00" in L/999
B 610 LL Defl 0.00" in L/999
R 4879 Shear // Grain in A -CC 0.66
Jt Brg Size Required Plates for each ply each face.
B 3.5" 1.5" Plate - MT20 20 Ga, Gross Area
R 109.2" 34"-to- 143" Plate - MT2H 20 Ga, Gross Area
Plate - MS18 18 Ga, Gross Area
LC# 1 Standard Loading Jt Type Plt Size X Y JSI
Dur Fctrs - Lbr 1.00 Plt 1.00 A MT20 6.Ox 6.0 Ctr Ctr 0.13
plf - Dead Live• From To CC 54120 5.Ox 5.0 Ctr-0.2 0.54
TC V 20 40 0.0' 11.9' DD MT20 3.Ox 5.0 Ctr 0.5 0.51
BC V 5 0 0.0' 11.9' EE MT20 3.Ox 5.0 Ctr 0.5 0.34
TC V 238 160 0.0' 16.4' FF MT20 3.Ox 5.0 Ctr 0.5 0.39
Plus 2 Unbalanced Load Cases B MT20 2.Ox 4.0 Ctr 0.5 0.20
Plus 1 LL Load case(s) BB MT20 3.Ox 3.0 Ctr Ctr 0.24
Plus 1 DL Load Case(s) R MT20 1.Ox 3.0 Ctr Ctr 0.85
AA M120 3.Ox 3.0 Ctr Ctr 0.58
Membr CSI P Lbs Axl-CSI-Bnd Z M120 3.Ox 3.0 Ctr Ctr 0.55
Top Chords Y MT20 1.Ox 3.0 Ctr Ctr 0.67
A -CC 0.52 28 C 0.00 0.52 X M120 1.Ox 3.0 Ctr Ctr 0.77
A -CC 0.57 28 C 0.00 0.57 W MT20 3.Ox 3.0 Ctr Ctr 0.24
CC-DD 0.55 134 T 0.03 0.52
CC-DD 0.60 134 T 0.03 0.57
DD-RE 0.40 121 T 0.03 0.37
DD-RE 0.44 121 1 0.03 0.41 REVIEWED BY:
Onine Pka'.0 CopyripM MITek01996-2016 Version 30.0.054 Engineeinp-Portrait 228f20174.1321 PM Paget
ONLINE PLUS GENERAL NOTES & SYMBOLS
108 PLATE LOCATION FLOOR TRUSS SPLICE LATERAL BRACING
/f- ( 3X2, 4X2, 6X2 ) Designates the location for
Center plates on joints continuous lateral bracing(CLB)for
unless otherwise noted support of individual truss members �►
�� in plate list or on drawing. - only.CLBs must beproperly ��
,N Dimensions are given in 11111111!". ancored or restraind to prevent
inches(i.e. 1 1/2"or 1.5") simultaneous buckling of adjacent
or IN-16ths(i.e. 108) (W) =Wide Face Plate truss members.
(N) =Narrow Face Plate
PLATE SIZE AND ORIENTATION DIMENSIONS BEARING
The first dimension is All dimensions are shown in NEM When truss is designed to
3x5 1 Ithe width measured FT-IN-SX(i.e.6'-8.5"or ��� bear on multiple supports,
�� perpendicular to slots. 6-08-08).Dimensions less interior bearing locations
■ i The second dimension is than one foot are shown should be marked on the
1114 the length measured in IN-SX only(i.e.708). < truss.Interior support or
®parallel to slots.Plate temporary shoring must be
orientation,shown next atrusses are
to plate size,indicates
direction of slots in 6-08-08
X W=Actual Bearing installed.If necessary,shim
Width(IN-SX) bearings plce tobefore assure solid
connector plates. t �708
R=Reaction(lbs.) contact with truss.
U=Uplift(lbs.)
Metal connector plates shall be applied on both faces Mitek Industries Inc. bears no responsibility for the
of truss at each joint. Center the plates, unless erection of trusses, field bracing or permanent
indicated otherwise. No loose knots or wane in plate truss bracing. Refer to"Building Component Safety
contact area. Splice only where shown. Overall spans Information" (BCSI 1)as published by Truss Plate
assume 4" bearing at each end, unless indicated Institute, 218 North Lee Street, Suite 312,Alexandria,
otherwise. Cutting and fabrication shall be performed Virginia 22314. Persons erecting trusses are cautioned
using equipment which produces snug-fitting joints and to seek professional advice concerning proper erection
plates. Unless otherwise noted, moisture content of bracing to prevent toppling and"dominoing". Care
lumber shall not exceed 19%at time of fabrication and should be taken to prevent damage during fabrication,
the attached truss designs are not applicable for use storage, shipping and erection. Top and bottom chords
with fire retardant lumber and some preservative shall be adequately braced in the absence of sheathing
treatments. Nails specified on Truss Design Drawings or rigid ceiling, respectively. It is the responsibility of
refer to common wire nails, except as noted. The others to ascertain that design loads utilized on these
attached design drawings were prepared in accordance drawings meet or exceed the actual dead loads imposed
with "National Design Specifications for Wood by the structure and the live loads imposed by the local
Construction" (AF & PA), " National Design Standard building code or historical climatic records.When truss
for Metal Plate Connected Wood Truss Construction" hangers are specified on the Truss Design Drawing,
(ANSI/TPI 1), and HUD Design Criteria for Trussed they must be installed per manufacturer's details and
Rafters. specifications.
FURNISH A COPY OF THE ATTACHED TRUSS DESIGN DRAWINGS TO ERECTION CONTRACTOR. IT IS
THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THESE DRAWINGS AND VERIFY THAT
DATA, INCLUDING DIMENSIONS & LOADS, CONFORM TO ARCHITECTURAL PLAN / SPECS AND THE
TRUSS PLACEMENT DIAGRAM FURNISHED BY THE TRUSS MANUFACTURER.
, loMIN® MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610-4115
FyI iTe ks Tel: 813-972-1135
Fax: 813-971-6117
e• MIMI
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: 160513 - ROOF DESIGN INFO MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Tampa, FL 33610-4115
Customer Info: TRIBRIDGE RESIDENTIAL CONSTRUCTION Project Name: Aquatic i ownhomes Model: Bldg 1,2, or
Lot/Block: - Subdivision: -
Address: -
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 Design Program: OnLine Plus 30.0.063
Wind Code: N/A Wind Speed: N/A mph
Roof Load: N/A psf Floor Load: 65.0 psf
This package includes 1 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 f'Date
1 T10648101 F20 13/15/17
OFFICE COPY
�;
IE
BP#
DATE 3 / a¢ / r7_
SIGNED yr
The truss drawing(s)referenced above have been prepared by MiTek `��`` t p.S A. A toliiimil //,,i,�
USA, Inc. under my direct supervision based on the parameters v se•,•�c E�N 5�.;9,�,�,• '•
provided by Ridgway Roof Trusses.
Truss Design Engineer's Name: Albani, Thomas No *380
My license renewal date for the state of Florida is February 28, 2019.
I IMPORTANT NOTE:The seal on these truss component designs is a certification 1.�.• ST• OF
that the engineer named is licensed in the jurisdiction(s)identified and that the �� 4`.'•�c P.•••�
designs comply with ANSI/TPI 1. These designs are based upon parameters •,��` •4. 0 R 1 O.•'Gam,``
shown(e.g.,loads,supports,dimensions,shapes and design codes).which were •,,SS/ ........
•••'••� �s
fileen to referencMiTek.urposeponlyct,and was not information
into accoudis for nt in the MiTek's
of customers 'i;,,�N A;,``�.�
purpose Y.
these designs. MiTek has not independently verified the applicability of the design Thomas A.Albani PE No.39380
parameters or the designs for any particular building. Before use,the building designer MiTek USA,Inc.FL Cert 6634
should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610
into the overall building design per ANSI/TPI 1.Chapter 2. Date:
March 15.2017
Albani,Thomas 1 al
di
Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering M
160513 F20-fx 12 M100 191012 10600 0 0 T10648101
Bldg 1,2, or 3- Aquatic Eng:MG Units:1.0
HO 1-6-0 HO 1-6-0
TC1 1-6-0 I 4-0-0 1 6-6-0 I 9-0-12 10-10-01 13-4-12 I 15-10-12 I 18-4-12 11910121
2x411 *516= 14x4= 3x3= 3x3= 3x3= 3x3= *4x4= *5z6= 2z411
A L IC J P Q 0 F H C
.a.a s • • •�r�t� t s���♦
NIINI• deigiiiiiiik . * **''''' ',, * ;4M1'1\
-,;,::4401L. /
D
05x6=, �� ���.N� O I H R8 T *5x6_
11 M*4z4= M3 = 3x3= 1z311 1x311 3x3. 03z3= *4x4= il
NOR 4-0-0 8-0-0 4-0-0 HER
R:1293 - �,, .� R:1293
Le
BC 2-9-0 I 5-3-0 I 7-9-0 19-0-01 10-10-121120112 14-7-12 I 17-1-12 I 19-10-12
19-10-12 till
ALL PLATES ARE MT2020, M - PLATE SELECTED IN PLATE MONITOR
Scab:0.321•o 1'
FOR ALL LUMBER,PLATES, ETC.,REFER TO PAGE 2 OF THIS DRAWING.
REPAIR:TRUSS WAS INSTALLED UPSIDE-DOWN AS SHOWN.
INAPPLY 2 X 4 X 8'SP NO.2 SCAB TO ONE FACE OF TRUSS CENTERED
ALL ADHESIVEN D(1 ROW)OF .131"X3)NAILS" NS SPD D D 2"ON CENTER
ON CHASE OPENING.ATTACH WITH CONSTRUCTION QUALITY
AL
SE
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.
Online Plus"S.Copyngnt AkTek9 1998-2018 Vernon 30 0.063 Eng mewing•Portntrt 3/142017 4.48.53 PI, Page 1 OF 2
wuan Type span Yl-Ml Lert us ll.gnt vs zowince ns
a 166513 F20 12 Ml00 191012 10600 0 0 T10648101
Bldg 1,2, or 3- Aquatic
HO 1-6-0 HO 1-6-0
N
.♦
0
TC 1 2-9-0 1 5-3-0 1 7-9-0 190012 110-10-0 I " 1 14-7-12 1 17-1-12 1 19-10-12
5x6= 4x4= 3x3= 3x3= 1x311 1x3 11 3x3= 3x3= 4x4= 5x6=
A M N 0 P Q R S T C
T s
1-6-0 i& / \ / \ / \ / \ / \ / \\,s/
F/
2x4 II L R J I 8 G F E 2x4 11
it
5x6=
4x4=
3x3=
3x3=
3x3=
3z3=
4x4=
5x6=
HOR MGR
R:1293 R:1293
SC 1-6-0 I 4-0-0 1 6-6-0 1 9-0-0 110-10-12 I 13-4-12 1 15-10-12 1 18-4-12 1191012
6 --- 19-10-12 --
ALL PLATES ARE MT2020
Scale:0.305".1'
MiTekb Online Plus" APPROX. TRUSS WEIGHT: 136.0 LBS
Online Plus -- Version 30.0.063 H -G 0.93 4350 T 0.59 0.34 Tampa, FL 33610
RUN DATE: 14-MAR-17 0 -F 0.66 3549 T 0.61 0.05
F -E 0.41 2162 T 0.37 0.04 REFER TO ONLINE PLUS GENERAL
Southern Pine lumber design E -D 0.02 0 T 0.00 0.02 NOTES AND SYMBOLS SHEET FOR
values are those effective Webs ADDITIONAL SPECIFICATIONS.
06-01-13 by SPIB//ALSC UON B -A 0.15 706 C
CSI -Size- ----Lumber---- B -A 0.15 706 C NOTES:
TC 0.55 4x 2 SP-4)1 A -L 0.76 1615 T Trusses Manufactured by:
BC 0.93 4x 2 SP-N1 L -M 0.36 1516 C RIDGWAY ROOF TRUSS
WB 0.76 4x 2 SP-03 M -X 0.49 1048 T Analysis Conforms To:
X -N 0.24 1014 C FBC2014
Brace truss as follows: N -J 0.29 612 T TPI 2007
O.C. From To J -O 0.13 577 C Design checked for 10 psf non-
TC Cont. 0- 0- 0 19-10-12 0 -I 0.27 585 T concurrent LL on BC.
or 48.0" 0- 0- 0 19-10-12 I -P 0.07 304 C Provide 2X6 continuous
BC Cont. 0- 0- 0 19-10-12 H -Q 0.07 304 C strongbacks (on edge) every
or 120.0" 0- 0- 0 19-10-12 H -R 0.27 585 T 10.0 Ft. Fasten to each
R -G 0.13 577 C truss w/ 3-10d(0.131"x3")
psf-Ld Dead Live G -S 0.29 612 T nails at truss member(s).
TC 20.0 40.0 8 -F 0.24 1014 C This truss must be installed
BC 5.0 0.0 F -T 0.49 1048 T as shown. It cannot be
TC+BC 25.0 40.0 T -E 0.36 1516 C installed upside-down.
Total 65.0 Spacing 24.0" E -C 0.76 1615 T Max comp. force 4528 Lbs
Lumber Duration Factor 1.00 D -C 0.15 706 C Max tens. force 4528 Lbs
Plate Duration Factor 1.00 D -C 0.15 706 C Connector Plate Fabrication
Fb Fc Ft Emin Tolerance - 10%
TC 1.15 1.10 1.10 1.10 TL Defl -0.49" in I -H L/470 This truss is designed for a
BC 1.10 1.10 1.10 1.10 LL Defl -0.25" in I -H L/909 creep factor of 1.5 which
Shear // Grain in P -Q 0.32 is used to calculate total
Total Load Reactions (Lbs) load deflection.
Jt Down Uplift Horiz- Plates for each ply each face.
B 1293 Plate - MT20 20 Ga, Gross Area
D 1293 Plate - MT28 20 Ga, Gross Area
Plate - M818 18 Ga, Gross Area
Jt Brg Size Required Jt Type Plt Size X Y JSI
B 3.5" 1.5" A MT20 5.Ox 6.0 Ctr-1.0 0.86
D 3.5" 1.5" M MT20 4.Ox 4.0 Ctr-0.5 0.89
N MT20 3.Ox 3.0 Ctr Ctr 0.89
Plus 2 Unbalanced Load Cases 0 MT20 3.Ox 3.0 Ctr Ctr 0.85
Plus 1 LL Load Case(s) P MT20 1.Ox 3.0 Ctr Ctr 0.96
Plus 1 DL Load Case(s) Q MT20 1.0x 3.0 Ctr Ctr 0.96
R MT20 3.Ox 3.0 Ctr Ctr 0.85
Membr CSI P Lbs Axl-CSI-Bnd S MT20 3.0x 3.0 Ctr Ctr 0.89
Top Chords T MT20 4.Ox 4.0 Ctr-0.5 0.89
A -M 0.36 1142 C 0.01 0.35 C MT20 5.0x 6.0 Ctr-1.0 0.86
M -N 0.40 2867 C 0.09 0.31 B MT20 2.0x 4.0 Ctr 0.5 0.48
N -0 0.50 3961 C 0.24 0.26 L MT20 5.0x 6.0 Ctr 1.0 0.86
O -P 0.52 4528 C 0.12 0.40 X MT20 4.Ox 4.0 Ctr 0.5 0.89
P -Q 0.55 4528 C 0.34 0.21 J MT20 3.Ox 3.0 Ctr Ctr 0.89
Q -R 0.52 4528 C 0.12 0.40 I MT20 3.0x 3.0 Ctr Ctr 0.85
R -8 0.50 3961 C 0.24 0.26 H MT20 3.0x 3.0 Ctr Ctr 0.85
S -T 0.40 2867 C 0.09 0.31 0 MT20 3.0x 3.0 Ctr Ctr 0.89
T -C 0.36 1142 C 0.01 0.35 F MT20 4.Ox 4.0 Ctr 0.5 0.89
Bottom Chords E MT20 5.Ox 6.0 Ctr 1.0 0.86
B -L 0.02 0 T 0.00 0.02 D MT20 2.Ox 4.0 Ctr 0.5 0.48
L -X 0.41 2162 T 0.37 0.04
K -J 0.66 3549 T 0.61 0.05 REVIEWED BY:
J -I 0.93 4350 T 0.59 0.34 MiTek USA, Inc.
I -H 0.90 4528 T 0.58 0.32 6904 Parke East Blvd.
Coin Plus.0 Copyright Wel*1996.2016 Version 30 P.063 Engineering-Portrait 3142017 414.04 PM Page 2 OF 2
4
ONLINE PLUS GENERAL NOTES & SYMBOLS
108 PLATE LOCATION FLOOR TRUSS SPLICE LATERAL BRACING
,� ( 3X2, 4X2, 6X2 ) Designates the location for
Center plates on joints continuous lateral bracing(CLB)for
unless otherwise noted support of individual truss members ��
\d
in plate list or on drawing. only.CLBs must be properly ��
_�— Dimensions are given in anchored or restrained to prevent
inches(i.e. 1 1/2"or 1.5") simultaneous buckling of adjacent
or IN-16ths(i.e. 108) (W) =Wide Face Plate truss members.
(N) =Narrow Face Plate
PLATE SIZE AND ORIENTATION DIMENSIONS BEARING
The first dimension is All dimensions are shown in NMI/ When truss is designed to
3x5 II the width measured FT-IN-SX(i.e.6-8.5"or ��� bear on multiple supports,
interior bearing locations
- perpendicular to slots. 6-08-08).Dimensions less should be marked on the
® -i- The second dimension is than one foot are shown truss.Interior support or
111* the length measured in IN-SX only(i.e.708).
parallel to slots.Plate temporary shoring must be
orientation,shown next / 6-08-08 W=Actual Bearin in place befnee trusses are
---
to plate size,indicates g nstalled. If necessary,shim
direction of slots in Width(IN-SX) bearings to assure solid
connector plates. ,l' k 708 R=Reaction(lbs.) contact with truss.
U=Uplift(lbs.)
Metal connector plates shall be applied on both faces Mitek Industries Inc. bears no responsibility for the
of truss at each joint. Center the plates, unless erection of trusses,field bracing or permanent
indicated otherwise. No loose knots or wane in plate truss bracing. Refer to"Building Component Safety
contact area. Splice only where shown. Overall spans Information" (BCSI 1) as published by Truss Plate
assume 4" bearing at each end, unless indicated Institute, 218 North Lee Street, Suite 312, Alexandria,
otherwise. Cutting and fabrication shall be performed Virginia 22314. Persons erecting trusses are cautioned
using equipment which produces snug-fitting joints and to seek professional advice concerning proper erection
plates. Unless otherwise noted, moisture content of bracing to prevent toppling and "dominoing". Care
lumber shall not exceed 19%at time of fabrication and should be taken to prevent damage during fabrication,
the attached truss designs are not applicable for use storage, shipping and erection. Top and bottom chords
with fire retardant lumber and some preservative shall be adequately braced in the absence of sheathing
treatments. Nails specified on Truss Design Drawings or rigid ceiling, respectively. It is the responsibility of
refer to common wire nails, except as noted. The others to ascertain that design loads utilized on these
attached design drawings were prepared in accordance drawings meet or exceed the actual dead loads imposed
with" National Design Specifications for Wood by the structure and the live loads imposed by the local
Construction" (AF& PA), " National Design Standard building code or historical climatic records. When truss
for Metal Plate Connected Wood Truss Construction" hangers are specified on the Truss Design Drawing,
(ANSITTPI 1), and HUD Design Criteria for Trussed they must be installed per manufacturer's details and
Rafters. specifications.
FURNISH A COPY OF THE ATTACHED TRUSS DESIGN DRAWINGS TO ERECTION CONTRACTOR. IT IS
THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THESE DRAWINGS AND VERIFY THAT
DATA, INCLUDING DIMENSIONS & LOADS, CONFORM TO ARCHITECTURAL PLAN / SPECS AND THE
TRUSS PLACEMENT DIAGRAM FURNISHED BY THE TRUSS MANUFACTURER.
milMINI—® MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610-4115
MiTek® Tel: 813-972-1135
Fax: 813-971-6117