1728 W PARK TER - NEW GARAGE=r.
9 'k CITY OF ATLANTIC BEACH
;�.. 800 SEMINOLE ROAD
� ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
RESIDENTIAL ADDITION
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 15-RADD-2523
Job Type: RESIDENTIAL ADDITION
Description: NEW ATTACHED GARAGE
Estimated Value: $18.000.00
Issue Date: 11/12/2015
Expiration Date: 5/10/2016
PROPERTY ADDRESS:
Address: 1728 W PARK TER
RE Number: 172020-0366
PROPERTY OWNER:
Name: MITCHELL JR, FRANZ
Address: 1728 W PARK TER
PERMIT INFORMATION: PUBLIC WORKS:
All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of
pavement to the property line. Reinforcing rods or mesh area not allowed in the right-of-way.
Full erosion control measures must be installed and approved prior to beginning any earth
disturbing activities. Contact Public Works (247-5834) for Erosion and Sediment Control
Inspection prior to start of construction.
All silt must remain on-site during construction and silt fence must fully enclose work area.
Roll off Container Company must be on City approved list and container cannot be placed on
City Right-of-Way. (Approved: Advanced Disposal, Realco, Republic Services, Shappel's and
Waste Pro.)
Full right-of-way restoration, including sod, is required.
FEES:
ENG REV RESIDENTIAL BLD $100.00
PERMIT IS AI'I'ROV I:I) ONLY IN ACCORDANCE wall ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
~1111' CITY OF ATLANTIC BEACH
J '' s f 800 SEMINOLE ROAD
r„ ATLANTIC BEACH, FL 32233
' INSPECTION PHONE LINE 247-5814
�N
PLAN CHECK FEES $70.00
UTIL REV RESIDENTIAL BLDG $50.00
BUILDING PERMIT FEE $140.00
STATE DCA SURCHARGE $2.10
STATE DBPR SURCHARGE $2.10
Total Payments: $364.20
PERIM] IS APPROVED ONLY IN ACCORDANCE \VFF11 ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
i
I ,
r Builder: Job Information
Ir IIM
Jax-House Job#: J150361
File#:
Salesman:House
Designer Joseph Parker
Manning Building Supplies PAGE 1
JJob• Jacksonville, FL 32256 jaxtruss @mbs-corp.com
Mitchel Adttftt6n-----
Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date
DATE 07/23/15
17 ‘Park Terrace West
Del. Date: / /
lantic Beach, FL Cover Sheet
Truss Level:
4
PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT
PLY TOP BOT ID SPAN SPAN TOP BOT LEFT I RIGHT LEFT l RIGHT LEFT l RIGHT
'�� 1 4.00 0.00 A01 24-00-00 24-00-00 2 X 4 2 X 6 02-00-00 02-00-00 03-03-11 l
1 4.00 0.00 A02 24-00-00 24-00-00 2 X 4 2 X 4 02-00-00 02-00-00 03-11-11
1 4.00 0.00 A03 24-00-00 24-00-00 2 X 4 2 X 4 02-00-00 02-00-00 04-07-11
3 4.00 0.00 A04 24-00-00 24-00-00 2 X 4 2 X 4 02-00-00 02-00-00 04-11-11
• 1 4.00 0.00 A05 24-00-00 24-00-00 2 X 4 2 X 4 04-03-15
4 4.00 0.00 J01 01-00-00 01-00-00 2 X 4 2 X 4 02-00-00 01-03-11
4 4.00 0.00 J02 03-00-00 03-00-00 2 X 4 2 X 4 02-00-00 01-11-11
4 4.00 0.00 J03 05-00-00 05-00-00 2 X 4 2 X 4 02-00-00 02-07-11
6 4.00 0.00 J04 07-00-00 07-00-00 2 X 4 2 X 4 02-00-00 03-03-11
2 2.83 0.00 J05 09-10-01 09-10-01 2 X 4 2 X 4 02-09-15 03-03-07
OFFICE COPY
1 e@eove
0 Nov 9 2015
t
I
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH OFFICE COPY
800 Seminole Road,Atlantic Beach, FL 32233
Office(904)247-5826 Fax(904)247-5845
Job Address: ri aq Pay-k— Ter r I.JeS f Permit Number: /5 -,edIDD 5-,23
Legal Description Parcel #
Floor Area of Sq.Ft. Sq.Ft
Valuation of Work$ i g i ODD Proposed Work heated/cooled AIM non-heated/cooled
Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s)(circle one):installed? �Commercial 'esidentia,
If an existing structure,is a fire sprinkler system installed. (Circle one): o N/A
Florida Product Approval#
For multiple products use product approval form
Describe in detail the type of work to be performed: C3.4-\--rt L1-e44 �a rct3 e to
eX►S.Tiy-. ` c)ue- cl
Property Owner InWrmation:
Name: r a 1.-,2 4 Cc•-c- M t -t2 i I Address: 11 a-& pd.,-k.. Ter r
City Pr- al.,,r--T1 c..- if3(•-1-- State•FLZip 32? Phone 9 o'-{ CS--)3(.=i L
E-Mail or Fax#(Optional) G�eAe ryv rYto _ c�-rvt... ``��
Contractor Information: CONTRACTOR EMAIL ADDRESS: CJl e d e Yt,(' P _ ( o r','1
Company Name: Qualifying Agent:
Address: City State Zip
Office Phone Job Site/Contact Number Fax#
State Certification/Registration# ��
Architect Name&Phone#
Engineer's Name&Phone#
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address
Application is hereby made to obtain a permit to do the work and installations as indicated. I cert fy that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
and void f work is not commenced within six(6)months, or if construction or work is suspended or abandoned for aperiod of six j6)months at any time after
work is commenced. I understand that separate permits must be secured for Electrical-Work,Plumbing,Signs, Wells,Pools,Furnaces,Boilers,Heaters,
Tanks and Air Conditioners,etc
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
I hereby certify that I have read and examined this a placation and know the same to be true and correct. All provisions of laws and ordinances governing this
type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the
provisions of any other federal,state, or local taw regulating construction or the performance of construction.
Signature of 0 er • .� --e ' ' •:nature of C,,ntr.. .. • 411P) • kA -
Print Name -�, l .ek I Print Name ■ X-0- . ..1,.k,M 1
Before me JG.,,,,vs... R ci-ttar . Before me i ., ov 2 Sw14D,
this IX Day of 1JCs�10+, . 20 th this ZZ. Day of Ot dp.e...— , 20 IT
;11,—;://...aiL ---'" '''' .411/—.C..../ _ .... _ _
eta ' • 'lie ,,`• YP KENYON R SUTTON (Kota" ' e- I ,.'ay'P� KENYON R SUTTON
f a'♦ ,1 �= Notary Public State of Florida ( ' _+°� =�1'` , Nota y P Dllc State of Florida
• " • Commission FF 905145 ■ , _ �• ���>9,,_(t k�r��M FF 905145 1
•,,,��,.pp.,-,-6,4� My Comm.Expires Jul 30,2019 y,?_�`' ` My Comm.Expires Jul 30,2019
''1,,,i•„•• Bonded through National Notary Accn 0 • •', Ana RnnAori lhr,,,,-•hr nn11 Ahlv,. n,,, 0
I
I
f,``'' , CITY OF ATLANTIC BEACH
��� AFFIDAVIT
OFFICE COPY
*INNER ��
I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION
CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW:
DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES:
STATE LAW tEQUIRES CONSTRUCTION TO BE DONE BY LICENSED
CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT
LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY.TO ACT AS
YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. `r t,IU MU;:i 1
•,1:J't..0 VISI'' 1111:t•t.IN'.I UI-JCTION YO1 IRSELF YOU MAY BUILD OR IMPROVE A ONE—OR
two l'AIvILY Rk.SJD.ENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR
IMPROVE A COMMERCIAL BUILDING AT A COST OF$25.000.00 OR LESS. THE BUTL.DING
MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUII.I TOR S;\LF OR I E;\Sl
IF YOU SELL OR LEASE A BUILDING YOU ILAVE BUILT YOURSELF WITHIN ONE YEAR
AFTER TIM CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT
IT FOR SALE OR LEASLt- WHICH IS IN VIOLATION OF THIS EXEMPTION. `,(II.' NI-1\ i.lt)I
IJIRI•.-._11.J-I It•IIIt_I_:NSI-1 i4_Rtit-)N_1 ti VOLT..t�•t�N1R.ACTT()iL YOUR CONSTRUCTION .MUST .
131; 110N.E AL;(;URDING TO THE BUILDING CODES AND ZONING REGULATIONS. I I I',
VOlilt Itl tiI'ONSIItII I l 10 N1.NKL SI IRE 111.\T I'Et)I'LC [ I1 !.\ 1_■_.U..11.■■I_
i ,1.11\1.)11V l i t i_I.JSI;_; UI1_!UI1UA) ..31 51;111: L_\1\^:WU BY t11UNIY OR rMUNICII'AL__I_It•i tlSlNtr
:11 CESS.
iI iNJURY LIABILITY: SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORK
I I.ir IUILDINt; DEPARTMENT SUGGESTS WORKER'S COMPENSATION ItN tiR ANl'EI HIRE
•
III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO
OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY
EMPLOY ON THEIR IMPROVEMENT TRADES.
iV. PENALTY; UNLICENSH.) CONTRACTORS CANNOT BE EMPLOYED UNDER ANY
CIRCUMSTANCES.ES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO.
455-228(1). AN"OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY
• SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS
CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE
BUILDING DEPARTMENT(247-5826) IF IN DOUBT.
• V. ACKNOWLEDGEMENT;I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE
./il
STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN
OWNER-BUILDER PERMIT. •
11 ag Pa►-tc_ Teyr West- _ `l oy 5511p t�
•
ADDRESS PHONE NUMBER
Franz_ tack ro— NA\AZ k-e.t t
-
• P T NAME
S NATURE DATE I(a) a l. 15-
• Before me this 221ld day of GtO C. ,20_16 in the county of
Duval,State of Florida,has personally 41...pe-.red herin by himself/herself and affirms that i
all statements and declarations are true am:'.rccurate. ^
•
•
Notary Public at Large,State of.I6r$A(/�,County of OVIVOA
.11,""44,,,� KENYON R SUTTON
❑Personal/y Known 4 $40,1...' = Notary Public-State of Florida `i�Produced Identification-_F�' 9L g i-%tG gc,6 oAR,-Lo ' L,,,,t,--...-i ._ Commission tr FF 905145
i Jl` , My Comm.Expires Jul 30,2019 r
— _ — — -- — mipq through National Notary Assn.
Notary Sionature:
•
I
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----- -----"---"------- -" .---'.. ---- ----•----- ----- --'--i
•
MAP SHOWING BOUNDARY SURVEY OF
1OT I4 BLOCK 10 ACCORDING TO THE PLAT OF
OVA MARIA UNIT NO. II i
A$ RtGOM DED IN PLAT BOOK 34 , PAGE(S) 85 OF THE CURRENT
PUBLIC RECORDS OF DUVAL. COUNTY, FLORIDA.
GIRTirt0 TO: JEREMY SAUNDERS. MARGARET SAUNDE.RS.
STEWART TITLE GUARANTY COMPANY.
CHASE MANHATTAN MORTGAGE CORPORATION
AND WATSON 6 OSBORNE TITLE SERVICES. INC.
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,,:o...Alik City of Atlantic Beach .0
;, � Building Department
�� ` APPLICATION NUMBER
- f� 800 Seminole Road OCT .,� (To be assigned by the Building Department.)
`u - Atlantic Beach, Florida 32233-5445 ';1,-.
a�l� 5 _ ��
\ Phone(904)247-5826 • Fax(904)24���s ��_����
'L__;t >% E-mail: building dept @coab.us "``
City web-site: http://www.coab.us `\ Date routed: 10/Z3/1 s
APPLICATION REVIEW AND TRACKING FORM
Property Address: 17ZP3 N2(-{ ( a s \j"■../ D- ent review required Yes No
4 Bull.•
Applicant: VR povx a bED R A RiVTC.t-taLc •lanning &Zoning
Tr
n
Tree Administrator MI
Project: ITTAa,t . _. 12- ��blic Wor.
Fire Services -
Review fee $ Zr- Dept Signature )L•‘-"—_
Other Agency Review or Permit Required Review or Receipt
of Permit Verified By Date
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: Approved.
(Circle one.) Comments:
UDenied.
BUILDING
PLANNING & ZONING
Reviewed n� L''
b
TREE ADMIN. Date: to 30
Second Review: [Approved as revised. [Denied.
P C W•RKS Comments:
10(LIC UTILITIES
PU:LIC SAFETY
Reviewed by:
Date:
FIRE SERVICES Third Review:
❑Approved as revised. ❑Denied.
Comments:
Reviewed by:
------ _-- Date:
Revised 07/27/10 —
)
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road, Atlantic Beach, FL 32233
Office (904) 247-5826 Fax (904)247-5845
Job Address: l-1 aq Pct-k_ Ter r L )es.f- Permit Number:
Legal Description _ Parcel #
oor ' rea o q. t. q. t
Valuation of Work$ 1' 1 Oo0 Proposed Work heated/cooled l�f�}
non-heated/cooled
Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s)(circle one): Commercial •esidentia
If an existing structure,is a fire sprinkler system installed? (Circle one): - `''o N/A
Florida Product Approval#
For multiple products use product approva orm
Describe in detail the type of work to be performed: 0.` rs c h e e
al spa rc�i P —�
e xi d-,r. houses �J J
Property Owner In ormation:
Name: r a r. % Cie-d NA i- ,2..i.1 Address: i')a.c Pei-k Te r r Li
City k `, 6<-1,`., SItate4'LZip 3223'3 Phone 9 o4 S<1 3(O t C
E-Mail or Fax#(Optional) C-Cit_ /Yl p cam.
Contractor Information: CONTRACTOR EMAIL ADDRESS: CA e d e m a e r)m
Company Name: Qualifying Agent:
Address: City State
Office Phone Job Site/Contact Number Zip
State Certification/Registration# Fax#
Architect Name&Phone#
0 j... 9
Engineer's Name&Phone# v
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address
Application is hereby made to obtain a permit to do the work and installations as indicated. I cert that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
and void if work is not commenced within six(6)months, or if construction or work is sus ended or abandoned for aperiod of six(6)months at any time aver
work is commenced. I understand that separate permits must be secured for Electrical-Work,Plumbing,Signs, Wells,Pools, urnaces,Boilers,Healers,
Tanks and Air Conditioners,etc.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
I hereb cert that I have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this
type oJ'work will be complied with whether speci red herein or not. The granting of a permit does not presume to give authority to violate or cancel t he
provisions of any other federal,state,or local law regulating construction or the performance of construction.
Signature of O er • . ..1..& ∎ 1 II * •
a ature of C 0 ntr., k . •l -
t_ .
'Print Name —...Yt . N�\- h e'
Print Name tsA - VNA,1.i?„-k-C2-1. (
Before me /Ge,A,yo.. R r
this Day of VCA-obi 20 l� Before rrie J(,�.,,,lo,� s �
this 'L,2 Day of _ _cam{,Lr 20 i�J
•tary ' i.lic .•air"P',,� KENYON R SUTTON Nota / _
g' �= Notary poplin.State of Florida .*µir°Pue.% KENYON R SUTTON
'` '•
Atj Commietion#�FF 905115 P Non yP pelt-Mate of Florida
� ,
,�., ;t•••��. My Comm.Expires Jul 30,2019 s•,A ' Js s. _ - FF 905115
Rrrv1.A N.. •.�•_
t�=�.� -, City of Atlantic Beach
r �" APPLICATION NUMBER
r•r, it �\ Building Department
j4; si
800 Seminole Road (To be assigned by the Building Department.)
s Atlantic Beach, Florida 32233-5445
(5 _ R i\D j 1_Z�Z3
Phone(904)247-5826 • Fax(904)247-5845 a'!+—�
`�;t E-mail: building-dept@coab.us i
City web-site: http://www.coab.us Date routed: )0/Z3/[
APPLICATION REVIEW AND TRACKING FORM
Property Address: I 7ZP P c- ra R, \J p_._ment review required Yes No
Applicant: FR t- mx a bE.D R 1a I\\tTet-ILL d_anning &Zoning
I! ree Administrator
1
Project: � e, , (Z e_e ublic Wor.
M
Fire Services i=
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt
of Permit Verified By_ Date
Florida Dept. of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: k4Approved.
(Circle one.) Comments:
❑Denied.
BUILDING
PLANNING &ZONING
Reviewed by.� ���
TREE ADMIN. Date: f �f
Second Review: []Approved as revised. °Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY
Reviewed by:
Date:
FIRE SERVICES Third Review:
❑Approved as revised. L.jDenied.
Comments:
Reviewed by:
Date:
Revised 07/27/10 ______
,;t►.'1�`J�. City of Atlantic Beach APPLICATION NUMBER
n\ Building Department
,► (To be assigned by the Building Department.)
9 Y 9 P )
-' = , { 800 Seminole Road `�
-e Atlantic Beach, Florida 32233-5445 15 — Rkr0D ZSZ 3
Phone(904)247-5826 • Fax(904)247-5845
o;t 9 E-mail: building-dept @coab.us Date routed: 1O/Z3/t 5
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: t 7Z p D_. . r ment review required ' No
.d
Applicant: FR c z DE D R A V\ rCLL ._Planning &Zoning
Tree Administrator
Project: I 4 T['�l.r1�t J C -Pt� � � blic Wor. `
4_Pubtic Utilities
Fire Services -
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt
of Permit Verified By Date
Florida Dept. of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants -
Division of Alcoholic Beverages and Tobacco
Other: -
___ APPLICATION STATUS
Reviewing Department First Review: I Droved. ❑Denied.
(Circle one.) Comments:
/'BUILDING
PLANNING &ZONING
Reviewed by: Date: 11'9
TREE ADMIN. Second Review:
[Approved as revised. ❑ nied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ['Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 07/27/10
. 1.1 : City of Atlantic Beach 1 `'�
;,• . �' Building Department .j
APPLICATION NUMBER
'ITl 800 Seminole Road Q 2 (To be assigned by the Building Department.)
1,i • . Atlantic Beach, Florida 32233-5445 -�,,,, X44 �-+ (� - �����_ZS Z�
Phone(904)247-5826 • Fax(904)247-5::� s
o;t 9:- E-mail: building-dept @coab.us Date routed: 10/Z3/15
City web-site: http://www.coab.us ■
APPLICATION REVIEW AND TRACKING FORM
Property Address: 1 7Z Ppoz.c.- TERS\1J D_. , ent review required Yes No
.4_13_iiii.. —
Applicant: FR c ovx. a bED R kTc LL ,_tanning &Zoning
ree Administrator _-
Project: IT n� 1.T_-te, L..a12-A-G `,�blic Wor.
if lualami
Fire Services
Review fee $ Dept Signature •
Other Agency Review or Permit Required Review or Receipt
of Permit Verified By Date
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District -
Army Corps of Engineers —
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco -
Other:
APPLICATION STATUS
Reviewing Department First Review: 14-Approved.
(Circle one.) Comments: ❑Denied.
omments: Sa P•ig
BUILDING
PLANNING &ZONING ��
Reviewed by: .mss Date: o 2-9 /(
TREE ADMIN. A��
Second Review: LApproved as revised. `lenied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by:
Date:
FIRE SERVICES Third Review:
[Approved as revised. nDenied.
Comments:
Reviewed by:
— — —_ Date:
Revised 07/27/10
1
Perms .j-- tr IS- - 1400—.asa3
OFFICE COPY
NOTICE OF COMMENCEMENT
State of F L._ County of 1_,.)U.v e ( Tax Folio No.
To Whom It May Concern:
The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of
the Florida Statutes,the following information is stated in this NOTICE OF COMMEIJEMENT.
Legal Description of property being improved: (7 Q- -Qce r 1_ (e Y y _
Address of property being improved: f D...cg Pa,k_ Ter✓ ,_. e -i-- A-+ .-1\c.,, ►J Ci
General description of improvements: od--+ d 7 a.r0_Q0 3 .33
ex %s+ HotAse.,
Owner: elrz.4>,Z' fled- r3 \ 1'_-e_suL; Address: Pa—I"re r-,.- L.) .
Owner's interest in site of the improvement:
Fee Simple Titleholder(if other than owner):•
Name:
Contractor: Cje_(-V 67.0 t.�,Z d- 0e A-k l
Address: .
Telephone No.: ei ref c S"1 3Co ( (P Fax No:
Surety(if any) Ai/A
Address: Amount of Bond$
Telephone No: Fax No:
Name and address of any person making a loan for the construction of tl
Name: N Doc#2015243621,OR BK 17344 Page 1764,
Number Pages:1
Address: Recorded 10/22/2015 at 12:50 PM,
Ronnie Fussell CLERK CIRCUIT COURT DUVAL
COUNTY
Phone No: Fax No: RECORDING$10.00
Name of person within the State of Florida, other than himself,'designa ._ ,,. ,,,..,,,1 uvuuinen[s may be
served: Name:
•
Address:
. Telephone No: Fax No:
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone No:_ Fax No:
Expiration date of Notice of Commencement(the expiration date is one(1) year from the date of recording unless a different date is
specified):
THIS SPACE FOR RECORDER'S USE ONLY OWN ' \ ■
IrdllorIlhabiarlbisdba Sign ,,,J4 t n Date:�a'l
Befor ne this ZI4 day of Drsta6wr ?,pis in the County f Duv I,State
1 A'P%,,,,, KENYON R SUTTON I Of Florida,has personally appeared D lb-A. M-
1 143 ,1 es, Notary Public•State of Florida 0 , Personally Known: or
s
'• Commission #FF 905145 Produced Identificatio (. L 30( 'i,, �. My Comm.Expires Jul 30,2019 Notary Public: /
1 ,''�r°t V Bonded through National Notary Assn 0 My commission e es: J,,,4 Y 30, zott.
OFFICE COPY
10/23/2015
1728 Park Terrace West
Atlantic Beach FL 32233
Mitch and Dede Mitchell
904.557.3616
Attached Garage Addition
• No impervious surface area changes (concrete drive already there)
• Only demolition will be old concrete on drive where garage is going to be
• Dumpster will sit in front yard on the grass (see plan)
• No toilet needed
• Parking will be in front of house on the street
2. Site Plan/Construction Plan/ Electrical Plan (see plan)
3. Structural Engineering Plans/ Foundation Plan/Roof Plan
• Attic will have ridge vents
4.Wall Plan
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. lot Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek8'
RE: J150361 - Mitchel Addition MiTek USA, Inc.
6904 Parke East Blvd.
Site Information: Tampa,FL 33610-4115
Customer Info: Jax - House Project Name: Mitchel Addition Model:
Lot/Block: Subdivision:
Address: 1728 Park Terrace West
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 7.6
Wind Code: ASCE 7-10 Wind Speed: 130 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 10 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
SHOP DRAWING REVIEW DISPOSITION
1 T7273006 A01 7/23/015_ dra��ngs is oNV for conformance WO
12 T7273007 A02 i 7/23/015 ATTENTION:Review of shop o ect and does not relieve the contractor
3 T7273008 I A03 1 7/23/015 the design concept of the eviatict from the requirements of the shop
4 T7273009 I A04 1 7/23/015 of responsibility for any
draw gs.Contractor shall determine and verify all Held measurements.
5 T7273010 I A05 17/23/015 p RETURNED FOR CORRECTION
16 17273011 J01 17/23/015 APPROVED
7 T7273012 J02 7/23/015 D RETURNED WITHOUT ACTION
[8 T7273013 1J03 17/23/015 ❑APPROVED AS NOTED
19 T7273014 1J04 7/23/015 ❑SEE TRANSMITTAL LETTER
110 T7273015 ,J05 7/23/015 0 NOT APPROVED COMMENTS S
�� DATE '�� '-'
BY FL CERT.C)
HULSBERG ENGINEERING,INC.
OFFICE COPY 11481ST AUGUSTINERO ��2
JACKSONVILLE.FL 32258
The truss drawing(s)referenced above have been prepared by MiTek ��•``o�S t A.,,,,1'1i,
Industries. Inc. under my direct supervision based on the parameters `% �P • �<e �'e
provided by Manning Building Supplies. `•�,Z.* \' G E N S •..-9,
.,y2 .
Truss Design Engineer's Name: Albani, Thomas �• Tc>s o
My license renewal date for the state of Florida is February 28,2017. e * :��� *
IMPORTANT NOTE:Truss Engineer's responsibility is solely for ;53 STATE OF :•�/
design of individual trusses based upon design parameters shown O.. ,� F 44/:
on referenced truss drawings. Parameters have not been verified F .• o R n••' \`,;
as appropriate for any use. Any location identification specified is �''�SS/O N A�E��`,,y.
for file reference only and has not been used in preparing design. ',/-II I I j I II- 0
Suitability of truss designs for any particular building is the
responsibility of the building designer, not the Truss Engineer, I FL Cert. 6634
per ANSIITPI-1, Chapter 2. l
July 23,201.5
Albani.Thomas 1 of 1
■
` •
. 1 Job 'Truss Truss Type i Qty Ply Mitchel Addition 17273006
J150361 1A01 Hip Girder 1 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.630 s Jul 9 2015 MiTek Industries.Inc. Thu Jul 23 09:53:22 2015 Page 1
I D:XW CrhsVQ_Dy01 krOEfOZDzz4iYQ-S?fxZ2AgAr12sDfagyHjsk2yM 1 izdtXesklHsnEyvEGh
I -2-0-0 I 7-0-0 12-0-0 17-0-0 I 24-0-0 I 26-0-0 I
2-0-0
7.0-0 I 5.0-0 5-0-0 7-0-0 2-0-0
Scale=1:47.1
NAILED NAILED
5x8= 1.5x4 I 5x8=
NAILED NAILED
4.00 12 3 15 16 17 4 18 19 20 5
N
ri
[ N Cu
N 2 i i 1211 -6 7 1i .
o r7-iii 10
21 22 9 23 24 8 3x8=
3x8= 2x4 NAILED NAILED 8x8 NAILED 2x4 II
NAILED
7-0-0 12-0-0 17-0-0 I 24.0-0
I I 1
7-0-0 5-0-0 5-0-0 7-0-0
Plate Offsets(X,Y)-- (2:0-4-2,0-1-0],13:0-5-12,0-2-81,15:0-5-12,0-2.8],(6:0-4-2,0-1-01,(9:0-4-0,0-4-8] _-
- I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.23 9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.50 9 >571 180
BCLL 0.0 • Rep Stress Incr NO WB 0.20 Horz(TL) 0.10 6 rl/a n/a ,
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) I Weight:123 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 D TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins.
BOT CHORD 2x6 SP No.1 D BOT CHORD Rigid ceiling directly applied or 7-2-9 oc bracing.
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing 1
be installed during truss erection,in accordance with Stabilizer
I Installation guide.
REACTIONS. (lb/size) 2=1614/0-5-8,6=1614/0-5-8
Max Horz2=45(LC 7)
Max Uplift2=-674(LC 8),6=-674(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-4084/1499,3-15=-4544/1727,15-16=-4544/1727,16-17=-4544/1727,
4-17=-4544/1727,4-18=-4544/1727,18-19=-4544/1727,19-20=-4544/1727,
5-20=-4544/1727,5.6=-4084/1499
BOT CHORD 2-10=-1315/3829,10-21=-1318/3861,21-22=-1318/3861,9-22=-1318/3861,
9-23=-1318/3861,23-24=-1318/3861,8-24=-1318/3861,6-8=-1315/3829
WEBS 3-10=-45/596,3-9=-304/894,4-9=-533/339,5-9=-305/894,5-8=-45/596
NOTES- ``, ►1111111////,
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=251t;B=45ft;L=24ft;eave=4ft;Cat.II; ♦♦♦. P.S A• q� �ri�
Ex C;End.,GC i=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 ♦ \�': ••"•••••"•. B ••
plate grip DOL=1.60 `���•••�'�G E NS�.•-T
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. '' • 39381.
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 wilt *
fit between the bottom chord and any other members. =
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 674 lb uplift at joint 2 and 674 lb uplift at ITC joint 6.
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ATE • 4L:
8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. • ••�,- P•. ,�
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated toad(s)193 lb down and 220 lb up at 7-0-0, ,, A\ •• 0 A \9!•• \ ,♦
and on bottom chord.and 220 lb up at 17-0-0 on
design/selection of such connection nnect onddev device(s)is the responsibility of others.rsld 235 lb down and 80 lb up at 16-11-4 ij• 0"/�N A,- .•`%
10) \.4k.7 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ��//$1111110°
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 FL Cert. 6634
July 23,2015
A 0 WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.02/16/2015 BEFORE USE.
Design valid for use only with Mflek connectors.This design Is based only upon lxxameters shown.and Is for an hdvkdual building comrx>nenl. M.
Applicability of design parameters and proper Incorporation 01 component Is responsibility of bsildng designer-not truss designer.Bracing shown
Is for lateral support of Individual web members only. Additkxol temporary bracing to Inure stability during construction is the responsibility of the MiTek
erector. AddIttorxi permanent brachg of the overall structure Is the responsibility of the building(1-signer. For general gnl r
da .e reg<xdi g
fabrication,quality control,storage.delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety information available from Irma Plate Institute.181 N.Lee Sheet.Suite 312.Alexandrkr,VA 22314. Tampa.FL 33610
I
Mitchel Addition
Job iTruss Truss Type Oty Ply T7273006
I
J150361 I A01 Hip Girder I 1 I 1
Job Reference(optional)
Manning Building Supplies, Jacksonville.FL 7.630 s Jul 9 2015 MiTek Industries.Inc.Thu Jul 23 09:53:22 2015 Page 2
ID:XW CrhsVO_Dy01 krOEfOZDzz4iY0-S?fxZ2AgAn25DfagyHjsk2yM1 izdtXeskiHsnEyvEGh
LOAD CASE(S) Standard
Uniform Loads(plf)
Vert:1-3=-54,3-5=-54,5-7=-54,2-6=-20
Concentrated Loads(lb)
Vert:3=-130(F)5=-130(F)10=-235(F)8=-235(F)15=-85(F)17=-85(F)18=-85(F)20=-85(F)21=-40(F)22=-40(F)23=-40(F)24=-40(F)
Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1.7473 rev.02lI62015 BEFORE USE. I
Design valid for use only with Mllek connectors.Iris design Is based only upon parameters shown.and Is for an individual txAding component.
Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown
Is for lateral support of individual web members only. Additional temporary bracing le insure siablay during construction is the responsibility of the MiTek• 1
erector. Additional permanent bracing of the overall structure Is the responsibility 01 the building designer.For general guidance regarding
fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPI1 Quality Crlterla.0SB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information avalaate from Truss Rafe institute.781 N.Lee Skeet.Suite 312.Aleza drfa.VA 22314. Tampa.FL 33610
■
• IJob ,Truss Truss Type IOty IPly I MachelAddition
17273007
11
IJ150361 A02 ',.Hip 11
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.630 s Jul 9 2015 MiTek Industries.Inc. Thu Jul 23 09:53:23 2015 Page 1
I D:XWCrhsVQ_Dy01 krOEfOZDzz4rYQ-wCDJmOBIx5Ajgp9OV?ESHGVaH61XcOHOzPOPJgyvEGg
-2-0-0 4-10-14 9-0-0 15-0-0 i 19-1-2 24-0-0 26-0.0
' 2-0-0 ' 4-10-14 ` 4-1-2 i 6-0-0 4.1.2 4-10-14 2-0-0
Scale=1:47.1
4x4= 4x10=
4.00112 4 17 18 19 20 5
t7
1
1.5x4 1.5x4
6
3
7 NI
2 -- .: 8 [a,:
r ►� o
0' kmr
.—. i0 9
5x8= 3x4= 3x5=
3x5=
9.0.0 15-0-0 l 24-0-0
I { {
9-0-0 6-0-0 9-0-0
Plate Offsets(X,Y)-- [2:0-2-8,Edgel,[5:0-5-8,0-2-0],[7:0.2-8,Edge],[10:0-3-8,0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdetl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.13 9-16 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.35 9-16 >817 180
BCLL 0.0 • Rep Stress Incr YES WB 0.11 Horz(TL) 0.08 7 n/a rVa
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:110 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins.
•
•
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-11 oc bracing.
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer I
1 Installation guide.
REACTIONS. (lb/size) 2=998/0-5-8,7=999/0-5-8
Max Horz2—55(LC 10)
Max Uplift2=-429(LC 12),7=428(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
• TOP CHORD 2-3=-1980/1015,3-4=-1686/824,4-17=-1573/821,17-18=-1573/821,18.19=-1573/821,
19-20.1573/821,5-20=-1573/821,5-6.1682/823,6-7=-1978/1015
BOT CHORD 2-10=-873/1841,9-10=-651/1575,7-9=-893/1840
WEBS 3-10=-300/258,4-10=-35/307,5-9=-43/308,6.9=-302/259
NOTES-
1)Unbalanced roof live loads have been considered for this design.
• 2)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0pst;h=251t;B=45ft;L=24ft;eave=4it Cat.II; ,'� ..................................
Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 9-0-0,Exterior(2)9-0-0 to `•%�
• 19-3-14,Interior(1)19-3-14 to 26-0-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C •for members and ,%� P.cJ A ,
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 � 0' '
• 3)Provide adequate drainage to prevent water ponding. ``�� ��G E I•
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. . 3938 il -
fit between the bottom chord and any other members. * .
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 429 lb uplift at joint 2 and 428 lb uplift at = t .
joint 7. �1_ - :/C
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 1:11-:----'�ATE • • Z
•
i
'°�TC(S%40R \9P• •
FL Cert. 6634
July 23,2015
V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE M11.7473 rev.02/16/2015 BEFORE USE.
Design valki for use only with MIlok connectors.This design k based only upon parornotois shown.mof Is for an hdivlduxhl bulking component. .
Applicability of design pauxrreters and proper Incorporation of component Is responsibilty of building designer•not tear designer.Bescing shown
is for lateral support of tndlvldu l web members only. Additional temporary bracing to insure stability during conshuctlon is the responsibility of the HAW erector. Additional permanent bracing of the overall structure Is the responsibility of the twirling designer.For general guidance regarding
fabrication.quality control,storage,delivery,erection and bracing.commit ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety information available from Truss Flute Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610
• Job Truss Truss Type Qty Ply Mitchel Addilion T7273008�I
,J150361 IA03 He 1 1
Manning Building Supplies. Jacksonville,FL 7.630 s Jul 9 2015 MiTek industries.Inc.Thu Jul23 09:53:24 2015 Page 1
ID:XW Crh5VQ_Dy01 krOEfOZDzz4iYQ-OOnhzki3wiPlZSzkO3iIKgT 1 o?W hXLQd9B3mzr7yvEGf
-2-0-0 5-10-14 11-0-0 13-0-0 18-1-2 24-0-0 26-0-0 i
2-0-0 5-10-14 5-1-2 1 2-0-0 5-1-2 • 5-10-14 2-0-0
Scale=1:47.1
4x7= 4x4=
4 5
4.00 12 •; e�
3x4 3x4
19 2U 6
3 v� ,
V:
fi eS
7
tn 2 m s a,
ad1 _
� o
0
''
eTsr
12 11 10 9
5x5= 3x4= 3x8= 1.5x4 II 354=
354=
5.10-14 i 11-0-0 13-0-0 l 18-1-2 24-0-0
5-10-14 5-1-2 2-0-0 5-1-2 5-10-14
Plate Offsets(X,Y)-- 14:0-5-4,0-2-01,[12:0-2-8,0-3-01
— —
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.11 11-12 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.28 11-12 >999 180
• BCLL 0.0 * Rep Stress Incr YES WB 0.30 Horz(TL) 0.08 7 Wa Na
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:116 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-13 oc bracing.
WEBS 2x4 SP No.2 ' MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer I
Installation guide.
REACTIONS. (lb/size) 2=998/0-5-8,7=998/0-5-8
Max Horz 2=-65(LC 10)
Max Uplift2=-429(LC 12),7=-429(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1997/880,3-19=-1468/675,4-19=-1421/687,4-5=-1360/693,5-20=-1423/687,
6-20=-1469/675,6-7=-1997/879
BOT CHORD 2-12=-740/1851,11-12=-740/1851,10-11=-477/1358,9-10=-760/1851,7-9=-760/1851
WEBS 3-11=-556/285,4-11=-85/278,5-10=-102/280,6-10=-554/284
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCOL=4.2pst;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft Cat.II; ,��111111 II'
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2.0-9 to 0-9-12,Interior(1)0-9-12 to 11-0-0,Exterior(2)11-0-0 to ``��� S A. I���
13-0-0,Interior(1)17-2-15 to 26-0-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and ,,� `A p%S...... .• Ai ,j�
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�� �\`•r•'■G E S'••...14,•,,,,B
3)Provide adequate drainage to prevent water ponding. ; AY.' N'1•* F1
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: '• • 3938 1_. ••
fit between the bottom chord and any other members. * • •
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 429 lb uplift at joint 2 and 429 lb uplift at ,
joint 7. .• •r •
7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. . ATE • /L
i
i
'0 c(sc1 OR1•pQ:�\ ••
x'1/4;0 N A`E 00
FL Cert. 6634
July 23,2015
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1.7473 rev.02/1612015 BEFORE USE. y•
Design valid for rise only with Milok corxlec:lors.lids design Is based only upon Ixrrnnetors shown.and Is for an hdivldual building component.
Applk:ability of design percxneters and proper Incorporatbn of component Is respx,nsit,lllty of balking designer•not truss designer.wooing shown
Is for lateral support of Individual web members oily. Additional temporary txacirlg to Insure stability during construction Is the responsibility of the .
MiTek'
ereckx. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regaxddtl
fabrication.quality control,storage.delivery.erection and bracing.consuls ANSI/TPI1 Quality Criteria,DSB•89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information available from truss Plate Institute.781 N.Lee Sheet.Suite 312.Adexcnckke.VA 22314. Tampa.FL 33610
I
• Job !Truss Truss Type j Qty l Ply Mitchel Addition
T7273009
J150361 II A04 Common 3 1
i Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7630 s Jul 9 2015 MiTek industries.Inc. Thu Jul 23 09:53:25 2015 Page 1
I D:XWCrhsV0_Dy01 krOEfOZDzz4iYQ-SaK3B4CZTIQQ47JPdQHZMhaydw_o4wdlQjV W NZyvEGe
I
-2-0-0 i 6-4-14 12-0-0 17.7.2 24-0-0 26-0-0
I I 6-4-14 2-0-0
2-0-0 6-4-14 5-7-2 5-7-2
Scale=1:46.3
4x4=
4
4.00 12
16 r�
1.5x4�\ /
5
3 17 1.5x4/
1
1 6 u,
2
1 cal �% •" r. 7 !cA
:i ►� o
o i 9 8 I1
5x5= 3x4= 3x4=
3x4=
8-3-4 15.8.12 i 24-0 0
I 83.4 7-5.8 8-3-4
Plate Offsets(X,Y)-- [2:0-2.0,Edgel,(6:0-2-0,Edge),[9:0-2-8,0-3-41
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.12 8-9 >999 240 i MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.33 8-9 >883 180
BCLL 0.0 ' Rep Stress Incr YES 1 WB 0.12 Horz(TL) 0.07 6 n/a rs/a
BCDL 10.0 Code FBC2014/TPI2007 ( (Matrix-M) Weight:104 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-15 oc bracing.
WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
1 Installation guide.
REACTIONS. (lb/size) 2=998/0-5-8,6=998/0-5-8
Max Horz 2=70(LC 11)
Max Uplift2=-429(LC 12),6=-429(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1956/813,3-16=-1728/720,4-16=-1677/728,4-17=-1677/727,5-17=-1728/719,
5-6=-1956/813
801 CHORD 2-9=-667/1811,8-9=-407/1236,6-8=-694/1811
WEBS 4-8=-179/541,5-8=-339/243,4-9=-179/541,3-9=-339/243
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; ,,11 111iii
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2.0-9 to 0-9-12,Interior(1)0.9-12 to 12-0-0,Exterior(2)12-0-0 to ` �� ��
15-0-0 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces&MWFRS for reactions ,,s%,-t.PS A qC �r∎,,
shown;Lumber DOL=1.60 plate grip DOL=1.60 4 ,-- •.•
........jv �• e
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,' Y•.•�\ E S�:'..4�i�
4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will -__ .[/ 'r;,
fit between the bottom chord and any other members. ' • 39380 _
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 429 lb uplift at joint 2 and 429 lb uplift at r. * :• •
joint 6. ..
6)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. �� .
'— -- ATE • :�'
i
S •
.,lit;°N A` ". `0%•
• FL Cert. 6634
July 23,2015
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI!-7473 rim.02/16/2016 BEFORE USE.
r
Design vdld for use only with Mitek connectors.This design is based only upon t xarameters shown.and B for an ixfvldual building component.
Applicability of design parameters and proper incorporation of component Is responsibility of building designer.not Buss designer.Bracing shown
Is for lateral support of IndMdual web members only. Additional temporary bracing to Insure stability during construction B the restx>nsbllIty of the MiTek'
erector. Additional permanent tradng of the overall structure Is the responsibility of the building designer.[(Sr general grrktax:e regauing
fabrication.quality control-storage.delhery,erection and bracing.Consult ANSI/TPI1 Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information available horn truss Mate Institute./81 N.Lee Street.Suite 312.Alexandria.VA 22314. Tanya.FL 33610
i
. Job ITruss i Truss Type Oty Ply Michel Addition T72730101
•J150361 IA05 Common 1 1
Job Reference(optional) 1
Manning Building Supplies, Jacksonville,FL 7.630 s Jul 9 2015 MiTek Industries.Inc. Thu Jul 23 09:53:26 2015 Page 1
ID:XWCrhsVO_Dy01 krOEf0ZDzz4iYO-LnuROODBEOYHhHubB7oovu7 7RKKxpNrSfNF4w7yvEGd
6-4-14 12-0-0 17-7-2 I 24.0-0 I
i I 6-4-14 5.7-2
5-7-2 6-4-14
Scale=1:40.2
4x4=
3
} 4.00,� •• 16
I 15
1.5x4\\ 1.5x4//
2 4
• c•
v
17
14
5
Z
1 V)
I;
o
► ' 7 g
3x4= 5x5= 3x4=
3x4=
8.3-4 15-8-12 I 24-0-0 I
I
8-3-4 I 7-5.8 8-3-4
Plate Offsets(X,Y)-- (1:0.2-0,Edgel,f5:0-2-0,Edgel,(7:0-2-8,0-3-41 ____
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (IOc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.12 6-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.32 6-7 >895 180
BCLL 0.0 • Rep Stress!nor YES WB 0.12 Horz(TL) 0.07 5 n/a n/a i
BCDL 10.0 Code FBC2014/TPI2007 I (Matrix-M) I Weight:97 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-7 oc bracing.
WEBS 2x4 SP No.2 I MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=888/0-5-8,5=888/0-5-8
Max Horz 1=60(LC 11)
Max Upliltl=-319(LC 12),5=-319(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-14.1977/824,2-14=-1932/833,2-15=-1747/743,3-15=-1695/751,3-16=-1695/751,
4-16=-1747/743,4-17=-1932/833,5-17=-1977/824
BOT CHORD 1-7=-737/1833,6-7=-446/1247,5-6=-737/1833
WEBS 3-6=-181/552,4-6=-345/246,3-7=-181/552,2-7=-345/246
NOTES-
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=25ft;B=45tt;L=24ft;eave=oft;Cat.Ii; ,'�10 I I I I I��'
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 12-0-0,Exterior(2)12-0-0 to r,‘� 4
15-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions `%•%. 1 S•A•••.q li■
shown;Lumber DOL=1.60 plate grip DOL=1.60 _% • G E N C6, /0
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���,••�\ Sk`••.•le
4)*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. • 39381 _
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 319 lb uplift at joint 1 and 319 lb uplift at : *
joint 5. A•
6)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. .•1M • _ ��..
s • ATE • :L:
'°�'n�s'c" O R 19 p'r�`■•
0/ 1/49 �O N A`Gyp%•
FL Cert. 6634
July 23,2015
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MIi-7473 rev.02/1612015 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.
ApplicciDllty of design pcianeters and proper incorporation of component h responsibility of trilling designer.not truss designer.Bracing shown
Is for lateral support of individual web members only.Additional l temporary bracing to Insure stability during construction Is the resporuibtllty of the MiTek'
erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding
fabrication,quality control.storage.delivery.erection and bracing.consult ANSI/TPI I Quality Criteria.DSB•89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information avdctrle tram truss Plate Institute.781 N.Lee Sheet.Suite 312.Alexa drki,VA 22314. Tampa.FL 33610
■
, Job Truss Truss Type I Qty I Ply Mitchel Addition T7273011
J150361 J01 Corner Jack 4 I 1
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.630 s Jul 9 2015 MITek Industries.Inc.Thu Jul 23 09:5326 2015 Page 1
ID:XW Crh5VQ_Dy01 krOEtOZDzz4iYQ-LnuROQDBEOYHhHrbB7oovu79xKV W pOnSfNF4v?yvEGd
-2-0-0 1 1 1-0-0
-0-0 1
2-0-0
Scale=7:6.9
3
k"TOE-NAIL• for connection to
supportingRefer to MiTe carrier truss(typ all applicable Detail jacks on this job)
1
fill4.00 FI 2 A
iil
•aill/
1 W4 4
3x4-
1-0-0
1-0-0
Plate Offsets(X,Y)-- (2:0-1-14,Edge)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.00 5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 5 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 Na n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:6 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purtins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=-16/Mechanical,2=238/0-5-8,4=-38/Mechanical
Max Horz2=56(LC 12)
Max Uplift3=-16(LC 1),2=-214(LC 12),4=-38(LC 1)
Max Grav3=28(LC 12),2=238(LC 1),4=51(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45th L=24ft;eave=4lt;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)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
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'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 `,,% f,,,
fit between the bottom chord and any other members. ,`0 P`S A. A. Ile,
4)Refer to girder(s)for truss to truss connections. •,...
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 16 lb uplift at joint 3,214 lb uplift at joint 2 `%s 0 • C E N S' e,9�Af�i��
and 38 lb uplift at joint 4. ∎� \/ •% (/�e
• 6)"Semi-rigid pitchbreaks with ■
fixed heels'Member end fixity model was used in the analysis and design of this truss. 39381_ �' r^
ATE • ,
�1IIS/ONAk- 4`%
II,,tilI %%,
FL Cert. 6634
July 23,2015
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.027612016 BEFORE USE. r
Design valki for use only with Milek connectors.inls design Is based only upon Ixxxnelers shown.and Is for an indviduat building component. MN
Applicability of design paameters and proper tncotporatkxn of component Is responsibility of buildWig designer-not truss designer.Bracing shown
is for lateral support of Indlvkdual web members only. Additional temporary tracing to Inure Motility during construction Is the responsibility of the MITp k
erector. Additional permanent bracing of the overall structure Is the responsibility of the bolding designer.Ior general guidance regarding
fabrication.quality control,storage,delivery,erection and tracing.consult ANSI/TP11 Quality Criteria,OSB-89 and SCSI Bullring Component 6904 Parke East Blvd.
Safely Information avotobte from Titus Plate institute.781 N.Lee Street Suite 312 Alexandria,VA 22314. , Tampa.FL 33610 — —
• el Addition
•Job ',Truss Truss Type Qty Ply 1 Mitch T7273012
J150361J02 4 1 !'
Corner Jack i Job Reference(optional)
Manning Building Supplies, Jacksonville,FL 7.630 s Jul 9 2015 MiTek Industries.Inc. Thu Jul 23 09:5327 2015 Page 1
ID:XW CrhsVO_Dy01 krOEfOZDzz4iY0-pzSgcmEp?Kg8JRTokgJ1 R6fKgjgWYrObuO_dSRyvEGc
I 200.0 a o o I
2-0 -0
Scale=1:10.3
3
A
4.00 12
m
v, 1—
T ,
I
2 �' cI
- B 4
1
I
3x4=
3-0-0 I
3-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.00 7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 4-7 >999 180
BCLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 2 n/a rVa
BCDL 10.0 Code FBC2014TTPI2007 (Matrix-M) Weight:12 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
1 Installation guide.
REACTIONS. (lb/size) 3=51/Mechanical,2=255/0-5-8,4=23/Mechanical
Max Horz2=82(LC 12)
Max Uplift3=-27(LC 12),2=-169(LC 12)
Max Grav3=51(LC 1),2=255(LC 1),4=42(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-289/74
BOT CHORD 2-4=-72/285
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCOL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 2-11-4 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 `�11111111/���
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,,`,�� % A qCI„191,A,
3)*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. ,����•••�GENS''• • ��i�
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 169 lb uplift at joint% •• �`"01
2. • 3938!
6)*Semi-rigid pitchbreaks with fixed heels°Member end fixity model was used in the analysis and design of this truss. _ * =
1. - . ATE • 'tU•
♦♦♦♦i,S�ONA1-E�%%s
• 1/11111/
I FL Cert. 6634
July 23,2015
■
0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt7473 rev.02/1612016 BEFORE USE.
Design valid lou use only with Mllek connectors.This design is txaed only upon pxxcanelers shown.crxd is for on Individual building component.
Applicability of design paametets and proper Incorporation of component is responsibility of txelcgng designer-not hues designer.Bracing shown ,
Is for lateral support of Individual web members only. Additional temporary bracing to insure sterility durhg construction Is tho responsibility of the MiTek*erector. Additional permanent bracing of the overall structure is the responslrllity of the building designer.For general guidance rogading
labricati on,quality control,storage,delivery,erection and txacIng,constit ANSI/TPIl Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria.VA 72314. Tampa.FL 33610
. Job !Truss Truss Type 1Qty Ply Mitchel Addition 77273013!
J150361 'J03 Caner Jack 4 1
Job Reference(optional)
Manning Building Supplies, Jacksonville.Fl 7.630 s Jul 9 2015 th Tek Industries.Inc.Thu Jul 23 09:53:27 2015 Page 1
ID:XW Crh5VQ_Dy01 krOEfOZDzz4iYQ-pzSgcmEp?Kg8J RTokgJ 1 R6fKgjpgYr0bU0_dSRyvEGc
-2-0.0 5-0-0 i
2-0-0 5-0-0
'rr Scale=1:14.2
3 �1
4.00112
v
w
N
.■
.,
2
y 1/1(11 j
4 /Jl
1
WV-
2x5=
5-0-0
5-0-0
Plate Offsets(X,Y)-- (2:0.0-6,0-0-0) ..--
1
LOADING(psf) i SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.02 4-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.04 4-7 >999 180
BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 2 n/a r/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) 1 Weight:19 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
' MiTek recommends that Stabilizers and required cross bracing 1
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=97/Mechanical,2=336/0-5-8,4=44/Mechanical
Max Horz2=110(LC 12)
Max Uplift3=-61(LC 12),2=-186(LC 12)
Max Grav3=97(LC 1),2=336(LC 1),4=74(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-490/285
BOT CHORD 2-4=-404/574
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45ft L=241t;eave=41t;Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 4-11-4 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 27011E1:11:��',grip DOL=1.60 ,0 A II
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `% 1 III 3)'This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will ,• O • �#fit between the bottom chord and any other members. ..k�• .- _ F••-T, •r
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 61 lb uplift at joint 3 and 186 lb uplift at joiri* : ' • 3938
2. .•
6)'Semi-rigid pitchbreaks with fixed heels*Member end fixity model was used in the analysis and design of this truss. =
% — ATE ATE ,;
w.
Job Mitchel Addition Fuss Truss Type Qty Ply T7273014
J150361 4 Jack-Open 6 1 Job Reference(optional)
7.630 s Jul 9 2015 MiTek Industries,Inc.Thu Jul 23 09:53:28 2015 Page 1
Manning Building Supplies. Jacksonville.FL ID:XWCrh5VQ_Dy01krOEfOZOzz4iYQ-H90Cp6ERmdo?xa2_IYgG_JCT175LHIGI6gkA_uyvEGb
-2-0-0 7-0-0 {
{ 2-0-0 7-0-0
Scale=1:17.9
3 i T
I ,
4.005i
8 N A
; N
t\ N
2 Y
lint
_ b
4
kid
2x5=
7-0-0 {
I 7-0-0
Plate Offsets(X,Y)-- 12:0-0-2,0-0-01
LOADING(psf) I SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.05 4-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.15 4-7 >550 180
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a Weight:25 lb FT=20%
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M)
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
' MiTek recommends that Stabilizers and required cross bracing j
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=139/Mechanical,2=425/0-5-8,4=60/Mechanical
Max Horz2=137(LC 12)
Max Uplift3=-91(LC 12),2=-212(LC 12)
Max Grav3=139(LC 1),2=425(LC 1),4=104(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-8=-918/547
BOT CHORD 2.4=-740/1082
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0pst;h=25th;B=45tt;L=24ft;eave=oft Cat.II;
Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 6-11-4 zone;cantilever left and
right exposed;end vertical lelt and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ``'��111111,�.
grip DOL=1.60 ��� cj A. �I�
2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. `' P q� i�w.
3)'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 . Q . G E N S •.•e,9 ..•
fit between the bottom chord and any other members. •���••••V� F•••.1j 0
4)Refer to girder(s)for truss to truss connections. • ,,,
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 91 lb uplift at joint 3 and 212 lb uplift at joirLP* :• ', • 3938 f_
2.
6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. = . I
.11 :rte
4 --- ATE • 4,/
10°,c 1'•- pR1%,.• •••
'iiS/0NAL ,s
•
4Ignistit1 `
I FL Cert. 6634
July 23,2015
■
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.07/16/2015 BEFORE USE
Design valid for use only with Wick connectors.This design Is hosed x
ed only upon perneters shown,and Is for on Individual building comtxmenl. ,
Applicablity of design rxsamelers and proper Incorporation of component is rosponsitZllty of building designer-not truss designer.Bracing shown
Is for lateral support of IrrdMdual web members only.Addiikxsc4 temporary bracing to insure stability during constiux;tion is the responsibility of the MiTek•
erector. Additional permanent bracing of the overall shntclure Is the responsibility of the building c ard
ng designee.For genetol gcid e reging
fabrication.quality control,storage,delivery.erection and bracing.consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information avoluble from Truss Nate ksitiule,781 N.Lee Street,Suite 312.Alexandria driO,VA 22314. Tampa.FL 33610 ,
• IJob•- Truss Truss Type •Oty \Ply Mitchel Addition 17273015
..1150361 I J05 Diagonal Hip Girder 2 1 ,
I
Job Reference(optional)
Manning Building Supplies. Jacksonville.FL 7.630 a Jul 9 2015 MiTek Industries,Inc.Thu Jul 23 09:53:29 2015 Page 1
ID:XW Crh5VO_Dy01 krOEfOZDzz4iYO-IMaa1 RF3XxwsYkdA6FLVXXk:uXJgOiDuLKTkW KyvEGa
2-9.15 1 5-3-15 I 49-10-1
-6-1
I
2-9-15 5-3-15
Scale=1:24.6
NAILED 4 'l
NAILED
2.83 Ell 11
NAILED 1.5x4
NAILED 3 N
' �-0
N NAILED
r 0 N NAILED N
2 I I 1
n n nil fl P
C 1 NAILED 12 13 6
(►M NAILED NAILED NAILED 3x4=5
3x6= NAILED NAILED
9-10-1
i l
9-10-1
Plate Offsets(X,Y)-- 12:0-3-3,Edgel
LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (lac) I/defl Lid PLATES GRIP
TCLL 20.0 • Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.20 6-9 >578 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.49 6-9 >237 180
• BCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horz(TL) 0.01 5 n/a r&a Weight:41 lb FT=20%
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M)
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.2 1 MiTek recommends that Stabilizers and required cross bracing 1
be installed during truss erection,in accordance with Stabilizer I
I Installation guide. 1
REACTIONS. (lb/size) 4=121/Mechanical,2=432/0-7-6,5=223/Mechanical
Max Horz2=153(LC 20)
Max Uplift4=93(LC 4),2=-212(LC 4),5=-49(LC 5)
Max Grav4=121(LC 1),2=472(LC 28),5=225(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-10=-1465/365,3-10=-540/252
• BOT CHORD 2-12.370/1460,12-13=-284/543,6.13=-284/543
WEBS 3-6=-562/294
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;
• Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever lett and right exposed;end vertical left and right exposed;Lumber DOL=1.60 ,,� i�,
plate grip DOL=1.60
SO%�,, A. ,I��j 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. P '9� ��� � •ENS. B 3)'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 �
tit between the bottom chord and any other members. ��� •••V G F••q�r
4)Refer to girder(s)for truss to truss connections. •
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 93 lb uplift at joint 4,212 lb uplift at joint 2=* �' 39381
and 49 lb uplift at joint 5.
6)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. _
7)"NAILED"Indicates 3-10d(0.148"x3")or 2-12d(0.146"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. .. A _....10--e' ;rte
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • - ATE �(V
LOAD CASE(S) Standard •i Tc•'C� O A I.p P."•��,::*
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ��� ••• G`�
Uniform Loads(pit) �i�SS�O N A1-� ���
Vert:1-4=-54,5-7=-20
Concentrated Loads(lb) i i i
Vert:8=41(F=21,B=21)9=68(F=34,B=34)10=51(F=26,B=26)11=-41(F=-20,B=-20)12=11(F=6,B=6)13=-31(F=-15,B=-15)
FL Cert. 6634
July 23,2015
1 Q WARNING•Vern design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.02/1612015 BEFORE USE. ��.
Design valid for use only with Mllek connectors.this design is bused only upon parameters shown,and is for an Indvldual bulldog corntxment.
Applicability of design paameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown n ,
Is for lateral support of IndNklual web members only. Additional temporary tracing to insure stability duing construction Is the responsibility of the MiTek'
erector. Addtiond permanent bracing of the overall structure Is the responsibility of the build ng designer.Fa general guidance regarding
fabrication.quality control,storage,delivery,erection and bracing.consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd.
Safety Information avdlcble from Truss Plate Institute.781 N.Lee Street.Suite 312.Atexarxdrkp.VA 22314. Tampa.FL 33650 - - - _-
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