201 Mayport Rd roof for trailer j °S, CITY OF ATLANTIC BEACH
f 800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
ROOF PERMIT
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 14-ROOF-256
Job Type: ROOF PERMIT
Description: roof over trailer
Estimated Value: $6,500.00
Issue Date: 4/28/2015
Expiration Date: 10/25/2015
PROPERTY ADDRESS:
Address: 201 MAYPORT RD MAIN
RE Number: 177649-0000
PROPERTY OWNER:
Name: BEACHES HABITAT FOR HUMANITY
Address: 797 MAYPORT RD
GENERAL CONTRACTOR INFORMATION:
Name: BEACHES HABITAT OR HUMANITY
Address:
Phone: - -
FEES:
STATE DCA SURCHARGE $2.00
STATE DBPR SURCHARGE $2.00
BUILDING PERMIT FEE $82.50
PLAN CHECK FEES $41.25
Total Payments: $127.75
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
City of Atlantic Beach APPLICATION NUMBER
o be assigned the Building Department.)
Building le Road elft / �.. d0
.- '•tel 800 Seminole Road
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 • Fax(904)247-5845 Date routed:
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
rt Address:�� / A drT Depari ant review required Yes No
Property ui dine
Applicant: annin. 'x Zoning
Tree A,. ,nistrator
Project: Public )rks
Public Jes
Public, :ty
Fire Se- ices
Review fee $ Dept Signature
CONTRACTOR EMAIL ADDRESS k,--s +- o%
CONTRACTOR CONTACT # -33v- Z a z copy
APPLICATION STAT g
APR 22 _.
Reviewing Department First Review: ❑Approved. g6en
(Circle one.) Comments:
BUILDING FILE i
PLANNING &ZONING Reviewed by: Date: d Z 2 4
TREE ADMIN. Second Review: )V4pproved as revised. ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES C op Y
Reviewed by: Date:
PUBLIC SAFETY 2�
FIRE SERVICES --
Third Review: [—]Approved as revised. ❑Deni
Comments:
Reviewed by: Date:
REVISED 09252014
JULIUS LEE PE.
RE: 614614 - MAYPORT STORAGE
1109 COASTAL BAY BLVD,
BOYNTON BEACH, FL 33435
Site Information:
Project Customer: Habitat for Humanity- Beaches Project Name: 614614 Model: Storage
Lot/Block: 201 Subdivision: .
Address: 201 MAYPORT RD
City: DUVAL State: Florida
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/TP12007 Design Program: MiTek 20/20 7.3
Wind Code: ASCE 7-10 Wind Speed: 130 mph Floor Load: N/A psf
Roof Load: 32.0 psf
This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
This document processed per section 16G15-23.003 of the Florida Board of Professionals Rules
In the event of changes from Builder or E.O.R. additional coversheets and drawings may accompany
this coversheet. The latest a roval dates supersede and replace the previous drawings.
No. Seal# Truss Name Date
1 19655765 IT01 4/20/015
12 119655766 I T02 14/20/0151
o��'
70F
coA
The truss drawing(s)referenced above have been prepared by MiTek vs S
Industries, Inc. under my direct supervision based on the parameters ��` �,�•.••••'..••. �i
provided by Builders FirstSource(Jax).
Truss Design Engineer's Name: Julius Lee * 0 34869 * _
My license renewal date for the state of Florida is February 28, 2017.
NOTE:The seal on these drawings indicate acceptance of �� STATE OF _
professional engineering responsibility solely for the truss FcoR�oP. '" �N
components shown. The suitability and use of this component ,/
for any particular building is the responsibility of the building '' N'A\- ;; 120,2015
designer, per ANSI/TPI-1 Chapter 2.
1 of I Julius Lee
lob Truss Truss Type (fly Yly MATrUKiaivnnu 19655765
114614 T01 GABLE 2
2 Job Reference o tional
Builders tSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Apr 20 08:08:47 2015 Page 2
ID:pop6D5RZUCF9_MnM3xeln3yVU9e-?MQey3r7_gXLy8U8pHgg9vjEMNAJiBCOG6Cy7nzOtwU
NOTES (12-14)
,r,"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
12)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of
the building designer per ANSI TPI 1 as referenced by the building code.
13)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB.
14)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435
LOAD CASE(S) Standard
Zb
coA
y
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I67473 BEFORE USE— _
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Julius Lee PE.
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1109 Coastal Bay
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding p Boynton Beach,FL 33435
fabrication,quality control,storage,delivery,erection and bracing,consult ANSIrrPl1 Quality Criteria,DSB-09 and BCSI7 Building Component
Safety Information available from Truss Plate Institute,583 90nofrio Drive,Madison,WI 53719.
lob Truss Truss Type Qty Ply MAYPUKItiIUKAUt 19655766
04614 T02 COMMON TRUSS 23 1
Job Reference(optional)
Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Apr 20 08:08:48 2015 Page 1 r
I D:pop6D5RZUCF9_MnM3xeln3yVU9e-TZ_1 APsll_fBal3KN_Bvi7GSRmVvRdQAVmxWfEzOIwT
2-0 0 8-3-2 16-1-9 24 0 0 31-1 D-7 39-8-14 48-0 0 50 0-0
2-0-0 832 7-10-7 7-10-7 7-10-7 7-10-7 8-3-2 2-0-0
Scale=1:83.9
3.00 12 5x6 =
6
4x6 4x5 4x5 4x6 zZ
5 7
4 8 4x5 =
4x5 vf
g
3 q
y I 10
2 11I
�1
5x8 = 16 15 14 13 12 5x8=
2x4 5x10 MT20H= 3x8 = 5x10 MT20H= 2x4
8 3 2 16-1-9 24-M 31-10-7 39.8-14 48-M
132 2 7-10-7 7-10-7 7-10-7 7-10-7 8-3-2
Plate Offsets X Y: 2:0-2-15 Ede 10:0-2-15 Ed a113:0-5-0.0-3-0],[15:0-5-0,0-3-01
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) 0.82 14 >700 240 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -1.20 14-15 >475 180 MT20H 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.36 10 n/a n/a
BCDL 5.0 Code FBC20107TPI2007 (Matrix) Weight:271 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-14 oc purlins.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-8-3 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-14,9-13,5-14,3-15
REACTIONS (Ib/size) 2=1385/0-3-8 (min.0-2-1),10=1385/0-3-8 (min.0-2-1)
Max Horz 2=81(LC Max Uplift 2=-495(LC 8),10=495(LC 9)
Max Grav 2=1646(LC 2),10=1646(LC 2) �
i
\cENSF
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. � �
TOP CHORD 2-3=-5255/2997,3-4=-4411/2564,4-5=-4356/2572,5-6=-3360/2007,6-7=-3360/2007,
7-8=-4356/2572,8-9=-4411/2564,9-10=-5255/2997 * 34869
BOT CHORD 2-16=2794/5013,15-16=-2794/5013,14-15=-2293/4190,13-14=-2299/4193,
12-13=2809/5020,10-12=-2809/5020
WEBS 6-14=-642/1184,7-14=-1183/'744,7-13=-100/383,9-13=-848/526,5-14=-1183!744, ^
5-15=-101/383,3-15=-849/527 %
`O
NOTES (8-10) IV� STATE OF
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult--130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf,BCDL=3.Opsf,h=18ft;Cat.Il;Exp C;Encl., S
A'
GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber /7/S�O A` .�`\\\\
DOL=1.60 plate grip DOL=1.60 /'
3)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'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.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 495 Ib uplift at joint 2 and 495 Ib uplift at
joint 10.
7)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)This manufactured product is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.
9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB.
10)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL
33435
LOAD CASE(S) Standard
Aprbl 0,201:
WARNING-Verity design parameters and READ NOTES ONTHISAND INCLUDED MITEK ITEFERENCE'PAGE Ml1-7473 BEFORE USE.
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Julius Lee PE.
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay
fabrication,quality control,storage,delivery,erection and bracing,consult ANSUTPIt Quality Criteria,DSB-89 and BCSI7 Building Component Boynton Beach,FL 33435
Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719.
MCVEIGH&MANGUM
E N G I N E E R I N G • I N C
SHOP DRAWING REVIEW SHEET
AND TRANSMITTAL LETTER
To: Carlos DelValle Date: December 1, 2014
Rolland, Delvalle&Bradley
We are transmitting the following listed Shop Drawings:
Project: Beaches Habitat Date In: 12/1/2014
Submittal Description: General Truss Engineering Criteria& MME Job#: 14127
Design Loads
#of Copies Received: 1 e-mail I #of Copies Returned: 1 e-mail MME Shop Drawin #: 1
Reviewed by: H. Carrington McVeigh,P.E.,LEED AP
SUBMITTAL STATUS
❑ Reviewed-no exceptions taken. Amend and resubmit.
(SEE COMMENTS)
Reviewed-make corrections F-] REJECTED-SEE REMARKS
noted. (SEE REMARKS BELOW OR BELOW
SHOP DRAWINGS FOR COMMENTS)
- Do not resubmit.
Not Reviewed-not specifically
related to our scope of work.
REMARKS:
See Attached.
C1040
REVIEW IS FOR GENERAL COMPLIANCE WITH DESIGN CONCEPT. NO APPROVAL IS IMPLIED FOR DETAILS, DIMENSIONS, OR
DEVIATIONS FROM CONTRACT DOCUMENTS UNLESS SPECIFICALLY NOTED ON TRANSMITTAL LETTER REVIEW/APPROVAL OF THIS
SUBMITTAL DOES NOT RELIEVE THE CONTRACTOR FROM MEETING THE REQUIREMENTS OF THE CONTRACT DOCUMENTS,
EXCEPTING VARIANCES NOTED IN THIS REVIEW. THE CONTRACTOR REMAINS RESPONSIBLE FOR COORDINATION OF ALL
PHYSICAL DIMENSIONS OF THE EQUIPMENT. ANY ASPECT OF EQUIPMENT OTHER THAN AS SCHEDULED (SUBSTITUTIONS)
AFFECTING THE SCOPE OF OTHER TRADES'WORK SHALL BE THE RESPONSIBILITY OF THE SUBMITTING CONTRACTOR.
STRUCTURAL • MECHANICAL • ELECTRICAL • PLUMBING • LEED • COMMISSIONING • BIM
1955 Lake Park Dr.SE•Suite 325•Smyrna,GA 30080• (678)213-1616• www.mcveighmangum.com
ATLANTA,GA • CHARLOTTE,NC • JACKSONVILLE,FL
i
Plan Review Habitat Shelter Roof 14-roof-256 201 Mayport Road
1. Structure appears to intended for more than 180 days, and is therefore considered a permenant
structure.
2. Truss engineering must be reviewed by and signed off by the Engineer of Record (EOR), as
meeting his design. Please provide truss packages signed off by EOR.
3. Truss T01 requires continuous support at the bottom chord; none is shown on engineered
drawings. Please clarify.
f 4. Please specify all hold-down hardware, including truss clips for TOl and T02, and post to beam
connections.
5. Please submit site plan showing location and setback dimensions.
1. Structure and wind loads are for permanent structure.
2. EOR shop drawing review is attached.
3. Truss T01 needs to be redesigned to span 48 feet. There is no beam under truss.
4. Post to beam hold downs are per the structural drawings (Simpson CC series or CBQ).
Truss hold down shall be Simpson H16S or MTS12 per the truss shop drawings.
i
w
OPP
C�C
�p y,
JULIUS LEE PE.
RE: 614614 - MAYPORT STORAGE
1109 COASTAL BAY BLVD,
BOYNTON BEACH, FL 33435
Site Information:
Project Customer: HABITAT BEACHES Project Name: 614614 Model: CUSTOM
Lot/Block: 201 Subdivision: MAYPORT STORAGE
Address: 201 MAYPORT RD
City: DUVAL State: Florida
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/TP12007 Design Program: MiTek 20/20 7.3
Wind Code: ASCE 7-10 Wind Speed: 130 mph Floor Load: N/A psf
Roof Load: 32.0 psf
This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
This document processed per section 16G15-23.003 of the Florida Board of Professionals Rules
In the event of changes from Builder or E.O.R. additional coversheets and drawings may accompany
this coversheet.The latest approval dates supersede and replace the previous drawings.
�No. Seal# Truss Name Date I
11 118845755 i T01 10/8/014
2 118845756 'T02 J 10/8/014 i
?&VciQh&hiangm En&ceriug Inc.
14127 SD#
In 12/1/2014 out /t/2014
No EXCErrioXS TAKE'T
COMM—
MAKE NOTID
&RESUBhffT x HCM
0179—SEE RE.i�tAM
2 REVIEWED
tecietr a only for Eenual confosmmcc with
concept of the project and general comphamedg
ittfo[matim swet�i in flu contract docttmenes o�
shown is subject to the rewartments of the phos
Vmi6canons. Contractor is respoaubf« I�,A
wbwch shall be cmotr
fumed and cetoted at the
fabncaoon processes_ and eednques of conswwtiom:
coordmabon of his work with that of alt other trades: and
O
of ha Werk_ \ 1 t l l l f r l
The truss drawing(s)referenced above have been prepared by MiTek
Industries,Inc. under my direct supervision based on the parameters NS
provided by Builders FirstSource(Jax). F
/
Truss Design Engineer's Name: Julius Lee * Vo 34869
My license renewal date for the state of Florida is February 28,2015.
NOTE:The seal on these drawings indicate acceptance of = O
STATE OF
professional engineering responsibility solely for the truss ' ' A •. ��\�
ORIO
components shown. The suitability and use of this component ' �/
for any particular building is the responsibility of the building /, ON AL ���
designer, per ANSIFFPI-1 Chapter 2. ++iii 1�VDUober 8.2014
1 of 1 Iulius Lee
L
,Job Truss 'Truss Type Ory Ply MAYPORT STORAGE -�
18845755
614614 T01 !GABLE 2 1
JoD Relerttnce lopiiona8 _
Builders FimlSource. Jacksonville.FI 32244 7.350 s Sep 27 2012 MiTek fndusine i,Inc Wad Oct 0812:26:35 2014 Page 1
ID:pop6D5R7UCF9_MnM3xeln3yVUge-xb_6elvit4g3ahILB6aazdZz46bOjb0987jtxzyvr
I-2-0� 2 24-0-0 I 31 10-7 39-8-14 d8-0-0 }50-0-0 V 1
2-9.0 8-3-2 7-10-7 7-10.7 7-10.7 7-10-7 612 2-0-0
Sem•rll6� )
i
1
-
, 7 1
ae<
■ asci4
s ` s 3 a a
l I a s a a io
3n am sq tlr s
ya= s al a
syr a a e[ S1/ 12
d
Si°` 3r N se as a m 2. n a 2' m w w n w is 1. in n
I
There is no continuous support, truss i
must span 48'
8-3-2 16-1-9 24-0-0 31-10-7 1 39-014 484.0 1
8-3-27.10-7 7-10-7 7-10-7 7.10-7 BJ-2 111
Plate Offsets(X.Y): 12:0-3-8,Edge),[5:0-3-0.0-3-4J,[9:0}3-0.0-3.4),112:0-3-8.Edgej.[21:D-3-0.0.3A).[31-.0-3-0,0-3-0),[41:0-1-14.0.1-01,[43:0.1-14.0-1-01,[45'0-1.14,0-1A(,[47:0-1-14.0-t-0]-[52:0.1-9
0.1-0 54:0-1.9,0-1-0 63:0-1-14 0-t-01,165:D-1-14.0-1-01,[67:0-1-14,0-1.01. 69:0-1-140-1-0 74:0-1-9,D-1-0.r76:0-1-9,0-1-01
LOADING(psf) SPACING 2-M I CSI DEFL in (lac) IIdell ltdLPLATES GRIP }
TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.06 13 n/r 120 2441190
TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) 010 13 nlr 120
BCLL 0.0 ' Rep Stress Incr YES WS 0.28 Horz(TL) 001 12 nla rtlaBCDL 50 Code FBC2010ITP12007 (Matrix) 337 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SP No.2 �e TOP CHORD Structural wood sheathing directly appled or 10-0-0 oc purins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-26,6-25
OTHERS 2x4 SP N0.3 0 MiTek recommends that Stabilizers and required cross bracing be installed
dunno Vuerection in accordance with Stabilize,Installation guide
REACTIONS All bearings 48-0-0.
(lb)- Max Hot,2=130(LC 12) t-'-
Max Uplift All uplift 100 Ib or less at joint(s)37,38.1b.14 except 2-209(LC 8),
I 26=-256(LC 9),21=-274(LC 9),17=-349(LC 13).31=286(1_C 12).35=-359(LC 12),
12=-225(LC 9)
Max Grav Ag reactioris 250 lb or less at jont(s)27,28.29,30,32,33,34,36,37.38,25,
24,23,22,20.19,18.16,15,14 except 2=276(LC 27).26=466(LC 2).21=457(LC 26).
17=492(LC 2).31=457(LC 27),35.492(LCyy''2).12.276(LC 28)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or Iess4except when shown
WEBS 7.26=-426!290,8-21=-452!333,10-17=53014Qpg 6.-31=-051(332,4-35=5291405
0
�
NOTES (12-14)
l 11 Unbalanced roof live loads have been considered for this design
2)VNnd ASCE 7.10,Vult=130mph(3-second gust)Vasd=101mph TCDL=4.2psf,BCDL=3.Opst h=18ft,Cat II:Exp C:Encl..GCpi=0.18,MWFRS �y_
(envelope)gable end zone and C-C Exterior(2)zorle;C-C for members and forces&MWFRS for reactions shown:Lumber DOL=1 60 plate grip
DOL=1-60 /'�A
I_
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 ANSIl1 PI 1.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord beanng
6)Gable studs spaced at 1-0-0 cc.
7)TMs truss has been designed for a 1D 0 psf bodam chord live load nonconcurrent with any other live loads
8)'This truss has been designed for a live load of 200psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the \\�\ w S-,,•
bottom chord and any other members.
9)All beanngs are assumed to be SP No.2 cashing capacity of 565 psi. �J •'• �10EN SF'•.��
101 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)Ti,38,15,14 except(jt=lb)2=209, i
26=256.21=274 17=349.31=286 35=358.12=225
11)-Semi-ngtd pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss * 34869 * _
12)This manufactured product is designed es an individual building component. The suitability and use of this component for any particular building is the
responsibility of the Clildmg designer per ANSI TPI 1 as referenced by the building code
13)Note Visually graded lumber desiaratia-t SP,represents new lumber design values as per SPI8 `
14)Truss Design Engineer,Julius Lee,PEFlorida P.E.License No.34869 Address:1109 Coastal Bay Blvd.Baynton Beach,FL 33435
LOAD CASE(S)Slangard i STATE OF
October 8,2014
YYA RWrrtG-Irerr'p dasrg::perxrrnds end READ rJ0?cS ONTHIS 4rrD rNCLUDED M1!iTEP P.BERS-NCE PAGE lK17.7473 StEORr USE �
Cesgn va',d for use only with MITgk connectors This design is based only upon paramelers shown,and is for an individual building component
Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not buss designer Bracing shown
Is for tateral support of md,11&at web mombers only Additional temporary bracing to insure stability during construction is the respo-billily,of the J_,us Lee PE. i
erector Additional permanent bmcino of the overall struclure is the responsibility of the taelcling designer For general guidance regarding 1109 Coastal Bav
fabuc;if on quality control,storage.delivery erection and bracing.consul ANSMII Guallty Criteria,DSB-89 and BCS11 Building Componentf - Boynton Beach FL 33435
m+
Safety Infoation avadablc•from Truss orate Institute 583 LrOnofno Drive Madison.PW 53i 18
Job Truss 'Truss Type ,Qry 1Ply MAYPORTSTORAG E
1614614 'T02 jf:OMMON TRUSS 18845756
123 1
IJob Reference(optional)
Builders FsstSourcl ll Jacksonville,F132244 7.350 s Sep 27 2012 MiTek Industries Inc Wed Oct 08 12.26'40 2014 Page 1
ID:pop6D5RZUCF9 MnM3xeln3yVU9e-IYn?hSzzAr-SMgShczf9lghHgr7A1.OpgulPQZXByVT
1-2-0-0 &3-2 1 1LtJ➢ _ 24-0-0 _ 31-10.7 _ 39-8-14 411.11-p _:-9Q:Qzaa
2-0-0 13-2 T-1W 7-10-7 7.10-7 7-10-7 83-2 2-M
sv...eea
t
I �
1
3 W R2
e
s
z a
z
� zr f s.,a erza= >.e- rtsfsr zr a sa al
I
6-3-2 1fi-1-9 24-0-0 31.1 D-739-&14 48.0-0
B-3-2 7-10-7 7-10-7 7.10-7 7-10a 8.3-2
Plate Offsets(X,Y). f2:0-2-15.Ecl [10:0-2-15.Edge).(13:0-5-00-3-0 15x0-5-0,D-
LOADING(psf) I SPACING 2-0-0 CSIFL In (loc) Well Ud PLATES GRP
TCLL 20.0 Plates Increase 1.25 TC 0.59 Veft(LL) 0 82 14 >700 240 MT20 2441190
TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vertr%) -1.20 14-15 >475 180 i MT20H 1871`143
BCLL 0.0 Rep Stress lncr YES WB 048 ` Horz(TL) 036 10 Full We
BCDL 5.0 Code FBC2010/r-12007 (Matrix) 1 Weight 271 Ib FT=20%
LUMBER BRACING
TOP CHORD 26 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7.14 oc purlins.
BOT CHORD 2x4 SP W.1 BOT CHORD Rigid ceiling directly applied or 3.8-3 oc bracing.
f ME&s 2x4 SP No.3 �� 1AEBS 1 Row at rmdpt 7-14,9-13.5-14,3-15
MiTek recommends that Stabilizers and required cross bracing be installed
dunng truss ere.�lion_in accordance with S1-1-instaha guide.
i REACTIONS (Iblsize 2=138540-3-8 (min.0-2-1).10=1385/0-3-8(min.0-2- 1
Max Hgrz2=81(LC 16)
Max Upl&,2=495(LC 8),10=495(LC 9)
Max Grav 2=1646(LC 2).10=1646(LC 2) \\\ w •r\• / /////
FORCES (lb)-Max.Comp./Max Teff-AN forces 250(lb)or less except when shown. �V,.•' \C EN SF'•.��
TOP CHORD Z-3=-5255!2997,3-4=-4411/2564,4-5=43562572,5-6=-33602 007
007,6-7=3360/2 .
7.8=435612572.8-9=-44112564.9-10=-52552997
i
SOT CHORD 2-16=279415013,15-16=-2794/5073,14-15---229314190.13-14=-2299/4193.12-13---280915020, 34869 ••
10-12--260915020
1AEBS 6-14--b1211184,7-14=-118 44.7-13=-1001383 9-13=-848/526,5-14=-1183!744 5-15=1011383. -
3.15--8491527 -
NOTES (9-11) ..... _
1)Unbalanced roof Ave loads have been considered for this design. STATE OF •• ��
2)Win "B
Wind ASCE 7-10,Vuh=130mph(3-second oust)Vasd=101moh.TCDL=4.2psCDL=3.Opst h=1811:Cat.11.Exp C.EncL,GCp1=018;MWFRS
(envelope)and C-C Extenor(2)zonel for members and forces&M WFRS for reactions shown,Lumber DO;=1 60 plate grip DOL=1.60 FL OR)O P �•,,\
3)AN plates are MT20 plates unless otherwise indicated. ••.- \V
4)This truss has been designedfor a 10.0 psf bottom chord live load ranconwrrent with any other five loads
5)'This truss has been designed for a Ave load of 20 ops(on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the ////"O N A',-
bottom Chord and any other members
i 5)All bearings are assumed to be SP No.2 crushing capacity of 555 psi
7)Provide mecharxoa'.Connection(by others!of truss to bearing plate capable of withstanding 100 ID uplift at)oinl(s)except Qt-1b)2=495.10=495
8)'Semi-ngld pitchbreaks including heels•'Member end fixity model was used in the analysis and design of this truss.
9)This manufactured productrs designed as an Individual building component The suitability and use of this component for any particular building is the
responsibility of the buiidine designer per ANSI TPI 1 as referenced by the building code.
10)Note Visually graded Number designation SP.represents new lumber design values as per SPIE
0.4
e� I
11)Truss Design Engineer Julius Lee,PE Flonda RE License No.34869 Address-1109 Coastal Bay Blvd,Boynton Beach,FL 33435 V t
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I LOAD CASE(S)Standard
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4� G
October 8,2014
WARMING-VW11;-aiesrV r p.-uamerers REAC NOTES ON-HIS AN:,INCLUDE:N;T_h REFERENCE PAGE AM-7473 cS=C'RE USE
Design valid for use onty with MiTek conneaom This design is based only upon parameters shovvrL and is for an Individual building Component
Appl,cabifay of design parenientem and proper incorperafian of component is responsibility of buxdm9 designer-not truss designer Bracing shrnvn
is for laterai support cf-,ndivic'ual web members only Additional lempormy braono 10 insure stability•during construction is the responsibility of tre Julius Lee PE i
erector Addiaonai pepnanenl bracing of the overall structure is the responsibility of C,e building designer For general guidance regarding 1109 Coasts!Bev i
fabrication quality control,storage deliveryemaion and bracing,consult ANSVTPII Quality Criteria.DSB-89 and BCSi1 Building Component Boynton Beach.FL 33435
Safely Information available'g Truss Plate Instdure 583 D'Dnofng Drive Madsen W1 53719
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