325 Country Club Ln detached garage permit CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
ACCESSORY STRUCTURE NEW RES
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
]OB INFORMATION:
Job ID: 16-DGAR-1751
Job Type: DETACHED GARAGE
Description: new detached garage apartment
Estimated Value: $84,000.00
Issue Date: 10/5/2016
Expiration Date: 4/3/2017
PROPERTY ADDRESS:
Address: 325 COUNTRY CLUB LN
RE Number: 171962-0000
PROPERTY OWNER:
Name: GROVER JR, WILLIAM HOWE
Address: 325 COUNTRY CLUB LN
GENERAL CONTRACTOR INFORMATION:
Name: YOUNG AMERICAN HOME INC
,CRC1327103
Address: PO BOX 54396 CA JUSTIN DAVID GALIONE
Phone: - -
PERMIT INFORMATION: PUBLIC WORKS: UTILITY DEPT.:
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.
Provide construction site management plan,including location of dumpster and portable toilet. Right-
of-Way Permit is required if using right-of-way for construction parking.
All water runoff must run to street. Runoff cannot go to neighbor's property.
Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible.
A sewer cleanout must be installed at the property line.Cleanout must be covered with an RT3
concrete box with metal lid. Cleanout to be set to grade and visible.
FEES:
PLAN
rCHECK
{�FEES $$220{8�.r0�(0�
pERttfl'r'g•fa VEV T&EXACCORDANCE'A1§'XGL CITY OF ATI.AMrIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
STATE DCA SURCHARGE $6.24
STATE DBPR SURCHARGE $6.24
WATER CROSS CONNECTION $50.00
WATER SDC-SYSTEM DEV $1,140.00
CHG
SEWER SDC-SYSTEM DEV $4,050.00
CHG
ENG REV RESIDENTIAL BLD $100.00
PW 2nd Submittal Plan Review $50.00
Total Payments: $6,026.46
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
`v 800 Seminole Road Ib— fie- A,� ��S
Atlantic Beach,Florida 32233-5445 CI
Phone(904)247-5826 Fax(904)247-55451
m1 g? E-mail: building-dept@coab.us Date routed: 0liv 3{ I IO
City website: hap:/Avww.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 3 Gh.Ln+��W.18I.1� De ment review required Yes No
wilding
Applicant: 3OlAnh Amu + A E1 DintsPlanning &Zoning
Tree ministra r
Project: ntw 6tkk( WLA AL(OLy QI}E ublicWorks
'�-r Public fillies
Public Safety
Fire Services
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B
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: WApproved. [—]Denied.
(Circle one.) Comments:
ILDING
PLANNING&ZONING Reviewed by: Date: '221-6
TREE ADMIN. Second Review: ❑Approved as revised. [-]Denied.
PUBLIC WORKS Comments: _.
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. []Denied.
Comments:
Reviewed by: Date:
Revised 05114109
e CITY OF ATLANTIC BEACH
' 800 SEMINOLE ROAD
~j it ATLANTIC BEACH,FL 32233
OFFICE COPY (904)247-5800
BUILDING DEPARTMENT REVIEW COMMENTS
Date: 8.08.2016
Permit#: 16-SFR-1695, 16-DGAR-1751 Phone: 1904-641-6754,904-759-9302
Site Address: 325 Coun Club Lane,AB Email: youngamericanhomes@bellsouth
Review• 1 .net
RE#• Homeowne William Howe Grover Jr.
r:
A liomt: YoungAmerican Homes,Inc. Phone: 202-359-8110
Site PO Box 54396 Jax
Address
Correction Comments: These comments are from 1 of 5 Departments that are
reviewing this application.
Applies ed far the following is sues-
ubmit 2 copies of a Legal Su
2. Contractor shall come in and write in on the site plans(2)the proposed FFE and date and
initial beside the FFE.
3. Only onset of house structural plans were submitted. Of the 2 structural plans for the
garagelapt., only one set was signed and sealed.
R*c
Mike Jones
Building Inspector/Plan Reviewer
City Of Atlantic Beach
800 Seminole Road
Atlantic Beach, Fl, 32233-5445
Ofc (904( 247-5844
Fax (904( 247-5845 '
mai ed (amlh�� +-J y-9'16 MK
1
Doe # 2013002798, OR BE 16204 Page 1616, Number PRgcm: 1, Recorded
01/04/2013 at 07:25 AM, SIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING
$10.00 DEED DOC ET $3220.00
Prepared by At Return to:
Christine Micleb-Mckat
America'.Choice Title Company
170AIAN.M
Ponte Veen Ba wk Florida 32092
File Number: 12-762
Properly Appraiser's Para)l.D.(folio)Nnmber(s):
171961-0000
Documentary Rampshoveban Pnuou
con o,'53,11s00
Amebae M,,1460,000.00
General Warranty Deed
Made this 17°day of December,2012,by Mont W.Ground]and Melhm Orange],banned cad coir,whose Poll Office Address is
546 Cranial Tema Drive,Neptu:m Beach,32266;hereinafter affemtl to as the Grantar;'n William Have Graver,Jr.end Vita,J.
Grave,husband end wif;whose Post ORue Address is 325 Counny Club Lan,Atlemle Beach,Mand.32231;hateinefler referred re
es the Grantees;
(wl:wNwunci be in:e,mn'no of em"PeM¢'meek all Pe red.bolt isomemtend be ho,1,1 tep,ewltlivn a,rotaryof
imWids ,and me—ort awl man-foa,ersiom)
Witnesseth,that the grantor,for and in amdddaudd.n fthe sum of Tan Douce.,($10.00)sun other valuable
considered.,receipt whereof is hereby acknowledged,hereby grants,bargains,sells,aliens,remise,relewes,naveys and confirms
..to the g anter,all Out mud.lawl shouts in Duval County,Florida,viz:
Lot 3,Block 5,Selva Marina Unit No.2,according to the map or plat thereof,as recorded in Plat Book 27,
Page(s)6 and 6A,of the Public Records of Duval County,Florida.
Together with all the d,rcments,hcredimman.and eppunmanem[hared belonging a in snywim ap,amodurs,
To Have and to Holdr the same in fee simple forever.
And the granter hereby.venae with said gr me'her the grantor is lawfully saimd of said lead in fee simple;that the
grantor has good right end lawful adtlmrhy no sell and convey said land;that the gl dow herby Polly wrm.na the title to said lend and
will defend the same against Me IewNl chime of all peraons whomsoever;and that mid IoM is has of ell emcumbrnaes except mac
mcmmg subsequent w December 3l,2013.
In Witness Whereof,the said grentr has signed eadaelad theas presents thgyr, above write..
Signed sealed and1dohnered in oar presence
��celtl�•aly{ae�uiLw npnlg(Ig Md t
Wllnmtl:CT,nXne M3 1[IeIFPI[kll
Malbm Grunthal
SedofFlurida
County of S6 Johns
The fcaping imarement was acknowledged nation me this 17e day of December,2012,by Mame W.Outcome aM Malawi Gsunthal,
who Produced Driver's Licarsom drn6finder.
NttnryPugte
Ptln[Mme: Callon Mltidl Plea.
'dill 4 &MARY SEAIJ
..... ft
4g Y
^HJ #
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road,Atlantic Beach,FL 32233
Office (904)247-582!61 Fax(904) 247-5845
Job Address: -�r 5 R • 1,3 2r?rJ)3Permit Number: 1'0-06 A f- 11S)
t YAlI �V1�
Legal Description '44\a )"D 3��1c-5 Parcel# 4-(,
FloorAreaof—Sq. t: SgTt
Valuation of Work TO Proposed Work heated/cooled 600 non-heated/cooled 400
Class of Work(circle one): ew Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s)((circle one): Commercial Residential P01 ,mvif
Ifan existing structure,is a fire spriu=system installed? (Circle one): Yes No
Florida Product Approval #
For multiple products use product approval lorm ill I
Describe in detail the type of work to be performed: Ir W A R-R ce ill JUL 2 6 min
Property Owner Information: I-_ /� �I '� �"- "-
Name:\JQ1% mybU) cl(yPXkr• Address: -3-d5 COVY\41% GUb L�tf�
City pmfi.Akii., ywarm State FL.Zip 3'j' 3 Phone Ao-&- 3. -Rllh
E-Mail or Fax#(Optional)
Contractor Information: fes_- 1 L�
Compan Name: UP t'tIt�12V Qualifying Agent: dUS"11✓1 6010" .
Address: ip City X State PL Zip� L
Office Phone q04-L.4i-%46t Job Site/Contact Number c]p4 15fi.r-r'j02' Fax# q Oc}•641•le 74S
State Certification/Registration# CRL 13a[103
Architect Name&Phone# NIA
Engineer's Name&Phone Al -(ha. LRS D n0nQ 901}•172-•tp10D
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address
Application is hereby made m obtain a permit to do the work and installations as indicated. 1 cert6 that no work or installation has commenced prior to the
issuance ofa permit and that all work will be performed to meet the standards ofall laws regulating construction in this jurisdiction. lhlspermit becomes null
and void ifwork is not commenced within six(6)months, or l(construction or work is sus nded or abandoned for a ppeeriod ofsix/6)months at any time after
work is commenced l understand that separate permits must be secured for Elmricar�m ark,Plumbing,Signs, Melly, Pooir,Furnaces, Boilers, Healers,
Tanks and Air Condohmers,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. ___
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road,Atlantic Beach,FL 32233
1 L,� Office(9014)247-A5826 Fax(904) 247-5845 .1�
Job Address: 3'cc-^5''� ,,r0M1�U��1��R�,, Clt 11,U,. )Ib Lv). A - ex 3�"a�permitNumber: i(0—o fi AQ— 1 U�
Legal Description �(I,-%f Vt'U:Gl 3V,k-is Parcel# 4—(,
Floor r ref—S�t. Sq.rt
Valuation of Work S Proposed Work heated/cooled 60n non-heated/cooled '40c
Class of Work(circle one): ew Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s)(circle one): Commercial Residential a
If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No f�
Florida Product Approval # �S
For multiple products use product approve form
Describe in detail the type of work to be performed: W h leJ'+ Q 410
JUL 6
Property Owner Information: 11--__ /� " "
Name:W 11lam gNkW.C•L(�QJ� AY • Address: 3-6l-OUVltrvl �Ub l.A.l.Yut_
City D�,(tre State FLZio 33Phone ld'k• 3 -RI1 h
E-Mail or Fax#(Optional)
Contractor Information:
Compen Name: Y\ rttIV2Y Qualifying Agenk dVSl l✓1lOY1P.
Address: CiTy X State�_Zip 3'Ya4S
Office Phone 0 Job Site)Contact Number qo4 'I5f1A'b0'a' Fax# q D4.(041•b75S
State Certification/Itegistmtion# 13 103
Architect Name&Phone# N I
Engineer's Name&Phone# -Mo_ CfiS 0 �If110 X104. ll3 fo100
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 certify 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 ofall laws regulating construction in this jurisdiction. This permit becomes n'Z
and void ifwork a not commenced within six(6)months, or ifconstruction or work is suspended or abandoned far a_period afmx/6J months at any time eller
work is commenced. I understood that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, "maces,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 hereby certify that I have read a Idexamined this plication and know the same to be true and correct. All provisions of laws and ordinances governing this
type a work will be complied with whether sped ted herein or not. The granting of a permit does not presume to give authority to violate or cancel the
provisions ofany other fedeerial,,state, or local law regulating construction or the performance ofcorsunation.
Signature of Owner OU.NL— Signature of Contractor /`��(
Print Name ....SII/IL4A..ti........ ...._ ....._.............................. Print Name ....�. ..17...._C ILI.LL..Q .
Sworn to and subsc4' d before me S o nd subsc ed ore me
thois�2' y(of, J�U_IU . 201 th aYori, 20
U •t.OR.Jt-W'�Q�
NotaryPublic Notary Public
Lh nrFnNYGuI.E Revised 01.26.10
MYCOMM SSI Wl s GG0012M E%PIRE&&gW2)2g20TGN GtAIfSPERGEa✓�` Bontlea mrr Noary PwAic ll"enmurs aY CGMMIGS!ONrFF926951
i EXPIRES:October 8,2019
tr,..., a.wearinu eovsPoe�Ww:.sla.
City of Atlantic Beach APPLICATION NUMBER
y Building Department (ro be assigned by the Building Department.)
800 Seminole Road
Atlantic Beach,Florida 322335445 j 1e— nldl A I
Phone(904)247-5826 Fax(904)247-5845
E-mail: building-dept@coab.us Date routed: dr7S 1D 3l (IQ
Otyweb-site: hftp:/Mww.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 3'iii's Mtry r Ck1w Ll , De Ment review Tguired Yes No
rt Building
Applicant: YOUM Amo ;(DLri kiOMLS Planning &Zoning
�1�,, Tree mmistra or
Project: 11\ 61*k(AALd ACUQ�jA Public Works
v Public tnties
Public SaiW
Fire Services
Review fee $ Dept Signature .;;
b0thorgency Review or Permit Required Reviewor ReceiptDate
of Permit Vedfied Bept.of Environmental Proledionept.of Transportation River Water Management Distddrps of Engineersof Hotels and Restaurantsof Alcoholic Beverages and Tobacco
APPLICATION STATUS
Reviewing Department First Review: AApproved. ❑Denied.
(Circle one.) Comments:
BUILDING /J
PLANNING &ZONING Reviewed by:
TREE ADMIN. Second Review:
❑Approved as revised. ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 05/14/09
I
c1an" City of Atlantic Beach APPLICATION NUMBER
�s Building Department (To be assigned by the Building Department.)
ri 800 Seminole Road
Atlantic Beach, Florida 32233-5445R14E�EIVIE ib- n&AR— t�s�
Phone(904)247-5826 Fax(004)24 §4UG 3 2016 1
�;;»� E-mail: building-dept@coah.us Date routed: o112fl ' I �b
Cityweb-site: hftp:/Avww.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 3-C\s CtkL„-V4Cktah LININ. WFireSewlces
nt review required Yes No
rrtt
fbv
Applicant: IOU.M1 Amai(A!1 G101T��.� Zoning
Administrator
Project: f% dt 4cwtl aara41 Q40Aks
Utilities
es
Review fee $ 2Z Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B
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. ❑Denied.
(Circle one.) Comments:
BUILDING
PLANNING&ZONING Reviewed by: Date:
TREE ADMIN. Second Review: A roved as revised.
❑ pp ❑Denied.
PAWORK Comments:
L UTILITIES
PU C S ETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
LRevised 05/14/99
. +I
CITY OF ATLANTIC BEACH
s� PUBLIC UTILITIES
_ 1200 Sandpiper Lane
ATLANTIC BEACH,FL 32233
K+3 (904)270-2533 or(904)247-5874
O NEW WATER/SEWER TAP,sREQUEST/�
Date: b -.3 - l�e Project Address: .325 ( ( l0 d T">
No.of Units: I Commercial Residential '� Multi-Family
New Water Tap(s)&Meter(s) Meer Sizes)
New Irrigation Meter Upgrade Existing Meter from to / (size)
New Reclaim Water Meter Size New Connection to City Sewer V
Name:
Applicant Address:
City: State: _ Zip —
Phone Number: Cell Number:
Email Address Fax.
Signature:
(Applicant)
CITY STAFF USE ONLY
Application# //p- / 649 - /9S�
Water System Development Charge $ mho /n S EAW CF_
Sewer System Development Charge $910s—b. 06 �' !T'T e A/i
Water Meter Only $ Gp Nr� �eN
Reclaim Meter Only $
Water Meter Tap $ (notes)
Sewer Tap $
Cross Connection $�.�� ✓
Other $
TOTAL $SZSG AD
APPROVED: Kavle Moore.PE �t^^
(Deputy PW Dieeaa a Aahmized&gnanve)
ALL TAP REQUEST MUST BE APPROVED BY UTLT77ES DEPARTMENT BEFORE FEES
CANBEASSESSED
say City of Atlantic Beach APPLICATION NUMBER
l : A Building Department (To be assigned by the Building Department)
0 800 Seminole Road ErEIVE .r�
./
Atlantic Beach, Florida 322335445 j f0� �cl AQ ��.SI
Phone(904)247-5826 Fax(904)247-514E n 3 2016
j.- E-mail: building-dept@coab.us luG Date routed: nssl>J aII10
City web-site: hftp://w .coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 1"6,S UXJf%'W� tk jo LA. De ent review required Yes No
rL uilding
Applicant: Jour\h hMU ;(4-8 i101`f1LS Planning &Zoning
Tree ministra or
Project: f\lyJ dtCQ(IAP ALI.(aA.L Q0 . Public Works
T Public tildies
15ubhc safety
Fire Services
Review fee $ .Dept Signature <
Other Agency Review or Permit Required Review or Receipt Date
Of Permit Verified B
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. [D,/ d
enlee_.
(Circle one.) Comments: 1L /�°'G�rfLX1
e WK
BUILDING �7�
PLANNING &ZONING Reviewed b ` ate:'Avs�
TREE ADMIN. Second Review: Approved as revised. ❑Denied.
PUBLIC WORKS Comments: 40 /1/J
PUBLIC UTILITIES /lY� W Q
PUBLIC SAFETY Reviewed by: Date
FIRE SERVICES Third Review: ❑Approved as revised. E]D0069d.
Comments:
Reviewed by: Date:
Revised 05/14/09
CITY OF ATLANTIC BEACH
DEPART ENTOF PUBLIC WORM
1200 S.,*,cr lane
Atlantic Bah,FL 322334318
TELEPHONE:(904)247-5834
FAX:(904)147-5843
wwwx.b.0
CONTRACTOR: DATE: 8-5-16
Young American Homes,Inc. PERMIT k 16-DGAR-1751
PO Box 54396 ADDRESS: 325 Country Club Lane
Jacksonville,FL 32245 Atlantic Beach,FL 32233
FAX: 904-641-6755
PERMIT APPLICATION FOR DETACHED GARAGE APARTMENT
Your permit application has been denied by the Public Works Department for the reasons listed below. Please submit this information
at your earliest convenience in order that we may approve your application. If you have any questions,please contact Scott Williams,
Deputy Public Works Director at 904-247-5834 or email swilliams@coab.us.
PUBI1C WORKS CORRECTION ITEMS:
(Submit rhe following information to the Public Works Department)
** Provide construction site management plan, including location of dumpster and portable toilet. Right-of-Way Permit
is required if using right-of-way for construction parking.
Provide drainage plans showing site topography(Flow arrows,etc.).
Provide erosion and sediment control plans with installation details.
Provide impervious surface calculations for entire lot(existing and post construction).
"* Section 24-66(b)of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF
or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b).
"* All runoff must remain on-site. Cannot raise lot elevation without measures to retain runoff.
*' Provide a pre-construction topographic survey prepared by a Florida Licensed Professional land Surveyor,showing V
contours.
** Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to
street.
** Provide detailed plans showing proposed water retention.
PUBLIC WORKS CONDITIONS OF APPROVAL:
(The following comments will be printed on your permit as Conditions of Approval)
** 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.
** Provide construction site management plan, including location of dumpster and portable toilet. Right-of-Way Permit
is required if using right-of-way for construction parking.
44// klafir render` 004f r-VA
cc: Toni Gindlesperger,Bldg.Dept.
'1''(NNOTICE OF COMMENCEMENT
State of 1"I (lj up Tax Folio No.
Countyof Duycd
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 sta din this NOTICE OF COMMENC NT L
Legal Description of properly being improved: %I0.
Ib-aS-2�iE�1 r , I ��
(j
Address ofproperty being improved: 12 1`5 dsljvl+q Mio n Won c , n f� L
General description ofim rovements: N� t
P P 1.t) oyvl_�Cyq 1 n„ .
owner:-Wilk—m— F w--deY 1,• a I
n , 51
Owner's interest in site of the improvement: 31a32�
Fee Simple Titleholder(if other than owner):
sQ
Name: —
N'�yContractor. Y •V1 1�
InvU,ly' Address: Y o 1. x �Ii1�— I Int 1 lack cw)U III e - r—(
Telephone No.: Fax No: l
Surety(if any)
Address' Amount of Bond$
Telephone No: Fax No:
Name and address of any person making a loan for the construction of the improvements
Name:
Address:
Phone No: Fax No:
Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents 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: Fair No:
Expiration date of Notice of Commencement(tile expiration date is one(1)year from the date of recording unless a different fferent date is
THIS SPACE FOR RECORDER'S USE ONLY OWNER
�Sigsed:-6Y
Doc M 2816171536,OR BK 17648 Page 1633, Date: 2 b0�/p
Number Pages:i Before me this day of a is the Ctym of Duval,$tete
Recorded 07/1fyP016 at 04:36 PK OfFlorida,hop ersonally appeared [CI
Ronnie Fussell CLERK CIRCUIT COURT DUVAL Notary Public atlarge,State of Florida,County ofDaval.
COUNTY My commission expires: .a O
RECORDING$10.00 Personally Known:
Produced Identification: er
+., TIFFAWG"W
MYCOMA11as,8N#GG W118<
FYFIRFSNgR 27,4D1n
Doc 4 2013002798, OR R2r 16204 Page 1616, Number Pages: 1, Recorded
01/04/2013 at 07:25 AM, JIM FULLER CLERK CIRCUIT COURT DWAL COUNTY RECORDING
$10.00 DEED DOC CT $3220.00
Prepared by A Return to:
Chrialine Mienfl-Pid im
Amus.'.Choirs Title Company
170AIANonb
Ponta Vedn Daae,Florida 32082
FII.Nnmber: 12-762
Property Approver's Parcel LD.(folio)Numharp):
I71962-0000
Dodnne d.,&a.,he.been paN in
1,1`5J,2ZO.00
Rarcbaa NI w$460.0000
General Warranty Deed
Made this 17a day of0exmber,2012,by Mont W.Grunthal end Melina Grun@ay husband and wife,whose Post Oltice Add.is
546 Camellia Tenses Drive,Neptune Beech,32266;hereinafter tvassed W as Ole Gramma;W Willlam Howe Grover,Jr.and Vida,J.
Grover,husband end wife;whose poo Office Address is 325 Country Club Leve,Atlantic Desch,Florida 32233;hereinafter referred t0
u the Gremees;
ru'Rndvu a.U.i.0.mm'Peal me•IWaa•inauk a1 or Was m ma fn,Wrent me use help,IgYn aneoYam end samoerr
imi.vNea.mdlheascamsn and esnpu.'sone
Witnesseth,that the grantor,for and in consideration state sum ofTne Dollars,(110.00)end other valuable
considerations,receipt whereof is hereby acknowledged,hereby grants,bargains,sella,alien;temisss,releses,o.,and confirms
unto the games,all that earlain IoM situate in Duval Caunty,Florida,via:
Lot 3,Block 5,Salva Marina Unit No.2,according to the map or plat thereof,as recorded in Plat Book 27,
Page(s)6 and 6A,of the Public Records of Duval County,Florida.
Together with all the omemenb,hereditumenu and appedutionc.s thereto belonging or in enyear appertaining.
To Have and to Hold,the same in f simple forever.
And the grantor hereby wvensnN with said granke that 0a grentor is ImhYlty xiud of said lard in fee simple;thet the
greater has good right and lawrul nuthorhy to sell and convey mid land;that the pointer hasty rally warrants the title to said lard am
will defend the same leinst the 1-wild-team of eli persons whomsoever;and the said land Is hes of all encombmnces except is.
accruing subsequent W December 31,2013.
In Witness Whereof,the mid grantor has signed and sealed these presents the day en fiat above written.
Signed,sealed and delivered In ourpresenee
Qsnm a1: arehn--Ir'
Mo
whereas"retIne M4aa.P . �llxdW7
Melisea Green.]
gtateofFl.ride
Counryofst.Johns
The".in,inshumua we acknowledged before me this 17"day of December,2012,by Monte W.Gramid and Meliwe Greathal,
who produced Wwr's Licemu ns idertificadon.
Nedra Pukne
Mnl N.mc LTradne Ml0e11 P'ukelr
� ��aY4 (NOTARY$P.aLI
•• `D4
••.�
del�Tjr,ig 1 +d Y
% .5ap �f'
Y E American
HOMES
Justin eanone
CRC 1327103
Cell 904-759-9302
�� =
3
3653 Re9enl BLE Seib 601 01 904-641675
Jachsomilb,FL 32324 Fax Fax 904641--67555
A4a n�aarwu: you�reE®nMmes�CSllsouN.net
jxBar 54398 we5sxe.y Nemex n8m�es.nel
Jafksen Bb,FL 32245
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r ALL EXTERIOR WALSS ARE HELD BACK FOR SHEATHING
EE A PR VA 197.2-2 97. , W ER
HATCH LEGEND
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mtieBuilders
FirstSource
23-11-00
ALL EXTERIOR WALLS ARE HELD BACK 72" FOR SHEATHING. PHDNE:95M 45822
FAR 8506354592
iegkwn
PHONE:90447 6100
FAR 904.422.1916
Tempe
PHONE:8136218691
FAX:619-628-8958
Young American Homes
325 Country Club Lane
Graver
Date _ RRV N/A
SER PR D T 16.10.2-1630.1 N/A N/A 322495
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road,Atlantic Beach,FL 32233
Office(904) 247-/ v 58266¢ Fax(904)247-5845 am
Job Address: 3c5 R. • 32'a33Permit Number: I(O-04 AQ- 1.ySA
Legal Description %S-1V(l m(lX(h0 a lO 3BIk5 Parcel# r�1-lam (b= -2`1E
loorrareao rt. Sq.vt
Valuation of Work$ Proposed Work heated/cooled 6On non-heated/cooled 400 _
Class of Work(circle one): ew Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s) ( ircle one):, Commercial Residential
If an existing structure,is a fire sprinkler system installed?(Circle one): Yes NoFJ(DUL
�S' 2 _Florida Product Approval# LSFor multiple products use prouct approva ormDescribe in detail the type of work to be performed: �W A ISR Q- 6
Prooerty Owner Inforrmation:
NameW(116-M boeelfPT- Address: 3-6 COURyN CA
Ub L x-L
City
la-klrtA State F(.Zio 3�Phone
E-Mail or Fax#(Optional)
Contractor Information: t��� L
Compan Name: �OUY\ NOW 1C(iJ/l �"Iri�OSI�VIC_ Quali�ying Agent: JuS'71✓1 �IOYI? .
Address to City .)G.� State Pl.—Zip
Office Phone tKF•b4i•b'ISt•E. Job Site/Contact No o4.641•V75:5
State Certification/Registration# 13Irl 103
Architect Name&Phone#
Engineer's Name&Phone# CQS D Uylllelp C10q--7-l-Y-w00
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 !certify that no work or installation has commenced prior to the
issuance ofa permit and that all work will be performed to meet the standards ofall laws regulating construction in thisjurisdiction. Thu permit becomes null
and void ifwork is not commenced within six(6)months, or ijcomfruction or work is suspended or abandoned for ayeriod ofsa(6)months at any time after
work is commenced. /understand that separate permits must be secured jor Electeleal work,Plumbing,Signs, Wells, Poon Furnaces,Bollers,Hen/ers,
Tants 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.
!hereby certify that/Rave read and examined thisplicalton and know the same to be true am/correct. Alf provuiane allows aid ordiwnces governing this
OW o work will be complied with whether seem led herein or not. The granting of a permit does not presume to give mshoriry ro violate or cancel the
provisions ofany other federal,state,or local law regulating construction or the performance oil-construction.
Signature of Owner— •�r 017c, Signature of Contractor
Print Name14IJIr4A.% __ Print Name .... ., �_. ]LtA..l QY12.�-...._..
1.
Sworn to and subsc bqd before me S�od subs(!�sedjbe ore me20
thisyof�U20 �� tha o ��]]
Notary Public Notary Public
Tirrnuvcnuoxe Revised 01.26.10
MY
E%PiRES:Pu9uCOMM .Augu s GO pprt0l
n2r,tp3p . . i0MGM01ESPERGEa
`*.•,y,,;✓ BorAeEThw xpury PudicUMenriten MYPIRES 10Nff 6. 419
�. EXPIRES,Ocmber 6,Zpt9
..-:x,.•• awd.einrvwunvuek tw.�.mn
�® Lumber design values are in accordance with A I 1 section 6.3
These truss designs rely on lumber values established
by others.
® OFFICE COPY
MiTek (s re,
RE: 822495 - Ml USA, Inc.
6904 Parke East Bred.
Site Information: Tampa,FL 336104115
Customer Info: Young American Homes Project Name: 822495 Model: Grover
Lot/Block: 3/5 Subdivision: Selva Marina
Address: 325 Country Club Lane
City: Jacksonville State: FL
Name Address and License#of Structural Engineer of Record,If there is one,for the building.
Name: Unknown at time of Seal License#: Unknown at time of Seal
Address: Unknown at time of Seal
City: Unknown at time of Seal State: Florida
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: 32.0 psf Floor Load: 55.0 psf
This package includes 4 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.
8Truss Name Date
1 TSHOP 1 7888686 259 F01 621/016 w ----
2 T8886260 F02 621/016 rhe shop drawin s
3 T8886261 GE01 621/016 9 to wnich this stamp is affixed have been reviewed so,
4 78886262 T01 621/016 compliance waM1 the design intent of the structural
en9eneednp preparetl by
Delon. This ackn wletlgment doesarid notthes to eke nal Engineer �dentifled
resp:nsihlLhe ocfiated with the Preparation of said Eoci,ments, no,rej,,h,
him o, M1 om errors or omissions within Me same.
PPROVED -------------------
❑APPROVED AS NOTED CINNOOTAAP/P/ROVED
The truss
iesdra u der of direct supervision have been sive based re pared by MiTek
• J �s rIN rV `` ,
provided by Builders FirstSource-Jacksonville, the P \G E NSF;1 p
Truss Design Engineers Name: Velez,Joaquin No 2
My license renewal date for the state of Florida is February 28,2017. * '
IMPORTANT NOTE:Truss Engineer's responsibility is solely for 9• STATE OF i•4u:
design of individual trusses based upon design parameters shown 4 a p r=�:
on referenced truss drawings. Parameters have not been verified . S;•4 o R x V.*jN
as appropriate
ptoAny location
identification specified
a,n181NA
for filreferereference has not been used inpreparing desi n. 11s �
Suitability of truss designs for any particular building is the s °^'ifshe°E N0.fi8182
nex usa I rtc«lees4
responsibility of the building designer, not the Truss Engineer, sw raa Bst arta.nnovasseto June 21,2016
per ANSI/rPI-1, Chapter 2. o"e
1 of 1 Velez,Joaquin
�1�111I®
Lumber design values are in accordance with ANSI/FPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTeka
RE: 822495 - MITek USA, Inc.
6904 Parke East Blvd.
Site Information: Tampa,FL 33610-4115
Customer Info: Young American Homes Project Name: 822495 Model: Grover
Lot(Block: 3/5 Subdivision: Selva Marina
Address: 325 Country Club Lane
City: Jacksonville State: FL
Name Address and License#of Structural Engineer of Record, If there is one,for the building.
Name: Unknown at time of Seal License#: Unknown at time of Seal
Address: Unknown at time of Seal
City: Unknown at time of Seal State: Florida
General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014/FPI2007 Design Program: MITek 20/20 7.6
Wind Code: ASCE 7-10 Wind Speed: 130 mph
Roof Load: 32.0 psf Floor Load: 55.0 psf
This package includes 4 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 li
1 T8886259 F01 6/21/016
2 T8886260 F02 6/21/016
3 T8886261 GE01 621/016
4 T8886262 T01 621/016
The truss drawing(s)referenced above have been prepared by MiTek ,.0'OUlNr
Industries,Inc. under my direct supervision based on the parameters ,.``�pP...........
provided by Builders FirstSouree-Jacksonville. �` ; �.� SF•'•,
Truss Design Engineer's Name: Velez, Joaquin _ No 68182
My license renewal date for the state of Florida is February 28,2017. *:• •j
*
IMPORTANT NOTE:Truss Engineer's responsibility is solely for 9••, STATE OF :•�:
design of individual trusses based upon design parameters shown ' O ••
on referenced truss drawings. Parameters have not been verged `06`•'•4 O R 1�P
as appropriate for any use. Any location identification specified isOSS/ONA� ?``�,
for file reference only and has not been used in preparing design.
Suitability of truss designs for any particular building is the Jm.'ov6nnft.w z
MTA USA W R G"(NW
responsibility of the building designer, not the Truss Engineer, ew rye.Fan 81A.lmw R=10 June 21,2016
per ANSIrrPI-1, Chapter 2. mce:
1 of 1 Velez,Joaquin
.lub Two Trvn Type cat FA' �1!lB82v
aIIa65 Fbv&Be1M(ietb ] 1 a
OD
@lpars fnel9anm. Jafloniee,Fl3t3M )&0nMelB IDte Miiek lneu®I«,Ire Tw}n31 W110>Ate PpI
IDVD(M_pFHlleppe%IdY 4K3v-RUislgONN?P 'AycFVMDPUBeGY nSkyeMa41
nHe 0-V
5ala=1:
31O FP=
1 2 3 4 5 e ) 0 9 ID 11 12 19 14 15 Is 17 t8 1e 20 `pq
1 I^ '.. ..
49 as 38 37 to 35 34 33 w 91 as 26 29 27 20 25 N 23 Y[ 21 1
3M=
MR, ID
INH
Pfale OMeN IX Rti 120614 E-s 1133£0 011416 0-1 4 140-1-01
LOAD
IPaD SPACING 241-0 CSI. OEFL In 00c) lide3 lM Is."i GRIP
TILL 10.0 PWO Gnp DOL 1.OD TC 0.00 Vad(LL) Na - Ns 903 MQO 2M/180
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ver1(R) Na - M 999
BCLL 0.0 Rep SOes rola VES M 0.03 Hlxx(TL) 0.00 3t Ne Na
BCDL 50 Ci FBC20141TPI21X1T (Mebw real tO91b FT=20%F,11%E
LUltill BRACING
TOPCHORD 2x4 SP N0.2(ea) TOPCHORD StruCMralrpodaMMM1leg Oiractly el5plietl aB60 oc podia, except
BOT CHORD 2x4 SP No2(MI) mtl"nodele.
WEBS 2x4 SPNo.3(M) BOT CHORD Rigid ceiling Eireal appl'Isd or 10-00 do boating.
OTHERS 2x4 SP No.3(Mq
REACTIONS. Allbeenn it-0.
(b)- MarGrev All reactional B a leen id Ainga)4B 21,39.38,3T,36,35,33,3$31,30,29,2B,2T,26,
25,24,23,22
FORCES gb)-Max.Comp MlazTan.-All forts 250(Ib)or fans exsspl when aflown.
NOTES m
1)At pWs ere 2x4 MT20 unless obsesses iMisstetl.
2)Gal mores control boMm Mad been,
3)Truss W be fury sheared from one fess or securey brece0 a laind lateral movement(le.dagonal web).
4)Gable studs spaced at 1+0 no
5) term-Wid Mrisheaks including heels'Member end Mary modd au used in the analysis and cat d this true.
6)RsomyMa W 2x6 soongbecks,on edge,apaaN M l0i m ant fastened to each ineseeth 3-10,1(0.131'X 3")nails. Strongbades tp
be aMtlled to walls at their Outer ends or mannered by other Means.
T)This manofaqured productisdesigned as an individual bulldog oorabonera. The suiledliy,and usedithio mnalsoulentforanyp ricelar
bugdlrg'a.Me responsibility of me building designer per ANSI TPI 1 as marenssd by the boil bode.
pyrp any yamywcgn piamnaaane aEauxoies ory ins oxo lxctuoFO M' R6EaENCEPP4E.Ylidia rev_ i eErovaus[. ��
Msgn lx maef enry upon paremebrs ambo.
ervdual euAEln m po
m 9ebrt uK Ina Ce iebg e«vpm6nwveeryy tle appw Atl d eee9n pe:ame:ers ane pmpe e nmm rvk l.1—en Mlo Ieeore:vY nn
e��iaeesign a ,wa Ia pre r:.d�411ngMIMIvgII.Area,..e.�e,,.me,emem«rsmFmgaye,a�p.�'�a.b""w e,aa MiTeK
�ear iaenl°,pnM.I:awpL.el::�n«a.ww cearvew p.,eewl mr�rv,Ilewce Ne,m.ee. ge»«
zax,a.oll,.°Iure1.ew.al ,..e�on.Ila m.xllpnw...mwaa am«r..s« s 1owr11g eme.m,Psaas..e acal e.nel.g cemw..re
' siry lmre.«a« .. Imm rre..w.wlnrven..na xt«sleet sw.ata nle.em,.. >v ns,.
Job Trvn Trual Dry Ply
sea B
az]NS • F@ Av 12
R
plWafiiL&xati, .WiwMb.Fl]@M ]B.]aMKBb ErtM ?M71,Ix.Tm.Ynt1W.110.N OiP
IO:pOKM pFHifoppa%IdYtu4K3waMENACi1M]1%aUWJMWOmdYHtF03MDie90x4] L
al 8p
H� ^ a
5® =1Y08
518= 3.e FP= S8=
2s4 w I I w — he = w II w = ]8= Ns 1 a4=
1 2 3 4 5 6 T 8 9 10 11 12 15
N I9
a 25 N 23 'd21 ID 19 19 17 16 15 t0
5st 3x1217d115 FP= bA II YW= b4= 518=
sm SP=34
2.
t 1 .
Pole Oeab(X,Y} I1:E/w,0.1-01.18:0.t-0,Eglsl.C]:31-8,04F0].It3:0.1-B,EQTe1.fl4:Etlpa,0.ldf,118:0.1-0.EOpe6 R0:0.1-0,EQTe1.I28:EQp,0.121,12]:0.1-0.0.1-Oj,,1&:0.1-0
b -0I
LOADIN(I(Wp &PACING. 2-00 C81. Di n (ed) we W PLATES GRA
TCLL 40.0 PIM Gnp DOL 1.00 TC 0.8] Val -048 19 >574 380 Nil 244/190
TCM 10.0 Lumbar DOL 100 BC 0]4 Verl(TL) -0.]81318 >366 240 M]20HS 18]H43
&CLL 0.0 Rep Sbm 1. YES M 078 Holl 0.12 14 hire Ne
BCM 5.0 Cods FBC2014?%20G] (New Nbgbt 1301b FT=20%F,11%E
LUMBER- BMCING-
TOPCHORD 2x4SPNo.1(fin) TOPCHORD SWqurelevnE abestn9 directly splMtl or 23-0 od Wdins, except
BOT CHORD 210 SPM 31(fird) and isad .
WEBS gas SP NoS(fla0 BOTCHORD Rigg ceiling CireWy added!or 100.0 W:breddg.
REACTIMS. (W.) 26=129510-M,14=12851338
FORCES. (1b)-Max Comp Rdax Ten.-AIIf 250(Ib)aMss Wceptwhenal ,
TOPCHORD 26-27=1290/1,iZ7=128&0,10.28=1288'0,1}28•-RBflN,42--119110,
2-3=304410,3 —442910,0.5=14240 38=-52440,37=558110,7-8=5531M,
39=524910.&10. 42800,10.it4423q,11-12-3 NISM,1243 11917
BOT CHORD 24$5=61=51,2}24=0,9814,=-23=/14945.21-22=01494520.21=/15581,1&20=015561
18-19=06512,1]-18=014851,16-17=0.9813,1518=02252
WEBS 1}t5=-N184q 1-25=011640,12-15a-1577M,2-25=-15]87,12-16=0111]9.2-24a0111711,
11-13=-114Lf1,3-24-11440,11-17=00i}2310 91,&17=-7540 523=74&D,
418=4443,SN�I593,310�640.3P=-]SP/62.319=33&511,320=171263
Nol m
1)Unbalal floor live bats have been ca.idared for this design.
2)All plates are h1T30 dMa unless dreamed islicated,
3)All plates are 4.5 Ml unit.othersi a indicated,
4)The Febriralion TdMdwe at joint==11%
5)'Stmi-g9il dtdlbreaks sell heels'Member end fiery ngUel was used in ttre anatytis am deal 0 this buss.
e)Recommend 2x6 stmn9bapka,on edge,speatl et 1040 oc and faMdred to each buss veM}10d(0131,X 3")naib. Sboti9lacks 0
ba attached to wB9s et their Weer ends or residential by other mean!.
])Thismanufadute Wp udisdesgredaeeniMividwibuiWiMwmponers Thesuitadleywdux MMgcomponedforanypan'Icular
bulltlkg a the resWnsibfiity of the Wilding tle910ner per ANSI TPI 1 as referral by the building rude.
Wa pWreygaegn wpmnenw=enaaSaDxolEs pea
b use em mm a rr.TrsJenBn 573-1—tre9EFx=n1dxcwFffll—E..np-,11.
==m ee�ere^ese .airy eesi9ner mun wrM me avgtid.IMol aeaB^reremeun ane pmFxyinmiwrvrelM1SMa�mlpeirnivi
'p^ ui �wa pre enan.xel,neme.aid�a,.eanwmmnmmeme.,>o^q wmao.nuaWn MRek'
glM.ne io nrerem mll.pea+en pnaemla oa�eona�rv•n.^e p�np.roeamap.. `n".2 1
iverv.. Wtliry CrNHu.`M^BJa.na aCSl Bullairy Wmparwm mM PNaFY MJ.
dSaMinnum,. un .r... ehom lnsv Fuse inenuless` gee ret. uie dae�anara. a Te1q.FL alto
Job Tues Trvaa Type, DH PN iM60�
jobe0 tual BORE 3 110 BO-0
BWva FYtlBwim. JMmNN, to'. ;A,; SWry1B30fa,i6E4 Wtlslre.Tu.Yn31 NA Ata Fpet
ID'gdfM_vgFXllegpa%iWhz4N3v-0IE4MC-11-0 3W311trM]ky3 Hn23Bek4T K
11-t12 9 10 RStt-0 32
-D9 ST3 E48 RLO
2D0 6e-0 Sz3
sae.tna
4.a=
4
ea0 tR 3M yl4 c
5
3
B `IIqq
to B a ILII
R )
�t
2m h-2
10
7-
13:0-1 bi 9: tA6 :0-1-9 1
LOADING(a0 SPACING- 2-0-0 CSI. DEFL. in (la) geed W PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.0 Vial -0.17 89 o999 200 MT20 244H0
TCDL 7.0 Warner DOL 1.25 BC 0.0 V41NTL) 4.33 BA X80 10
BCLL 0.0' Rep Streea lrrr YES V.B 0.9] Hnz(R) 032 a nA ^h "'eght 13818 FT1211%
BCDL 5.0 CcJe FBC20141"'Fill (MOW
LU41BER. BRACING-
TOPCHORD tits SP No.2 TOPCHORD SVubrurel v.aoE sheathing tlirectly zpPOetl«3T-0xpurlina.
BOT CHORD h4 SP No.2 GOT CHORD Rigid allirg diraey applied or 52-10 bo brebrrg.
"EBS 2x4 SP No.3
OTHERS tits SP No.3
REACTIONS. (Naim) 2=8)SM38 fi=875r0.b0,eovi 818
Mur H=2=95(LC 11)
Max UpIR3=228(LC 12).8=228(LC 13)
FORCES. (It)-Mex.Cony!Max.Ten.-All fenced 20(0)nler expeplwhen alArm.
TOP CHORD 2-3=2(IW/1117.34=-145TO83,4-5•-145]n54,Soi M9711145
BOTCHORD 240=851N8389-1 = SMW7,89=08'1837.88=89711833
"EBS 49 81%2.59=5911489,39-15911491
NOTES. (11)
1)Unbalanced hoof gyes,ideas have bean anNderetl for MIs deet
2)Anti(avellapa)all C-C Ellen( -02)dMe G-C for northern,a,Dforae 8 final1 hall ea.:ILuraCr DOL 1.0 pl=ele 8
grip DOL-1.0
3)TtuastlaipaO Mr wn0latls in the plea of thetrses aN Foretutlsexposetllowied(nonralt-de fee).sae Standard!lntlusby
Gable End Debate as applicable,or obtain Wel Pied trading designer as ser ANSI 1.
41 All pietas are 2x4 MT20 unless oMelwim in0iated
5)Gable"a spread al 1+0 de,
5)This truss has been designed fila 10.0 mf bottom brand live lead nabovearnt win any other hys labra.
7)-This Was has been desgned for a live Intl of 2 dpaf on the boder Gwrd in ell..avoters,a fraybe plea oil by 2-80 wtle wN
fit be.bh the bol Mord all troy odrer,rtrerrtets shall verify
0)Bearing at ioinl(s)2,fi amidma arellet to grain value using Allt angle to gram ferrous Building desdesignern
aarch,Wceanng wtfece. M<aabk MwWlaryine R26 lb uplift et joint 2 are 223 to upufl at
g provide rechaual bonnebaon(by odnra)of mea m dal q
loirfi.
10)'SemMigid pitchbreeks mbrels M
uding di and fu Xy nutlel was seed in the analysis all tleeign of this mere.
t1)TMs ranuMtlured Prdudtiatlesgrctl seen individual building arpovent TMsuabililyanduseofmiscomaaMMarty
barrel Wilding is the residual of the building designer Par ANSI TPI t as referenced by the W of bods.
Qwuveaa.vwry em.ne.r.n.a.ee+4 aewpaoresa rwsaxo prpiwm..rBx traF5a5xcevmaw+mrobo.r.narsma aasoBSwa
SsenvNO base only.-Tike mnnetl^n.T,s d-jr,is on—roll um Ye�neien slam.ellk bran sdhHoel dull0np¢mpn^mM.nreli
m.se r,om,me eakdlro x4an..ne,er..4M rn=.od�®ale nr.of Co- rover-wMnm�rn.u.ee� MIT6k
::r vey ",no wm�wren.a�emm�.w
p,liho UM1Mw�sUeiM.mw M.urian a^wnnp Ol�pwzona lnlury zee1nover4 Fvenmiguamamg.Nngme a
rydvu yes jban, bfieoseA9.M Beal doves.aomWmM 7rel Puke�M 3BM.
Jyp,a Tmy Trvn Ty9a Dry PN T39NNx
easN � rot adMM n t
M
J .Fatl&um, Ja4YMa,FlxxxM .... 1BA16MRM IiWetlwa lri[ T Jun x1 11 pa
IU:pONM_vpFHlbppfl%xdyfez41Owb MEGOIW1YEEkpGgEUWIj13uN6kB5N] J
-2-09 BJ8 11-114 1]$10 bm& x&11-0
zdll Bd8 67-2 e-T-2 84d 2-0-0
easy 121
she=
4
BOtz W\
N
3 5
B I
Bra= a
tB 8a
2 W II 2M II µ
7 d
z.ep
b9-0 030
LDAmG(pro SPACING 2-00 CSL DER. in (bc) Miami Lb %RTES GRIP
TCLL 20.0 PWe Grp DOL 1.25 TC 050 Verl(LL) -0.1) 8-9 )999 240 MT20 2"190
TCDL ]0 Lumber DOL 1.25 BC 050 VM(R) -0.33 8-9 )850 180
BCLL 0.0• Rep Stress 1. YES WG 03] HoaM) 0.22 6 Ma Ne
BCDL 50 Cade FBC2014/TPI20w (Ma W) Weight IN up
LUMM- BRACING
TOP CHORD 2x4 SP No.2 TOPCHORD Shudural wand sheathing dtrxdFy applied a3-741 mpurilu.
BOTCHORD 2J0 SP No.2 SOT CHORD Rigid ceiling ds tly applied or 6-2-11 wbrsdng.
WEBS 2x4SP N0.3
REACTIONS. Wide) 2=875/0M,6=675N38
Max Hors 2--95(LC 11)
Max UPIM2=M(LC 12),6=225(LC 13)
FORCES. (Ib)-Max.Cmp Mfax.Ten.-Alt taws 2500b)a bss except wen sal w .
TOPCHORD 2-3.409]/111],31)-145]003,4-5=145)084,55=209]/1145
BOT CHORD 97/1636
WEB$ 48=-161982,59=5811469,3-9�591I491
NOTE8- (8)
1)Unbalenlad mnl lire Iwds here been wlrsbersd far this design.
2)WIM:ASCE 7-10,VW=l3011rse(Saemld gust)V9ed=101mph;TCDL=4.2psf,BODL=30paf,h=18ft,GL 11;by O;End.,GCpl=0.10,
MWFRS(ssislape)and C-C 15Nr r(2)zwta;GCfir members and facet A MWFRS br hani M. Lueneer DOL-160 phase
DhP DO V t so
3)This Mew has been designed br a 10.0 psi wm m Mad pw load nwwnwheM wM any ober Ihw loads.
4)•This trues has been designed W a lira load of 20.0psfm be WBan cWM In ell arils where a recangle;IM tall by 2-0-D wide will
Bx besessn Me W*Un dlatl and any aha metrLers.
5)Gaining atlpinps)2,B whaders psralW b grain rahue using ANSI/TPI 1 angle b grafin brmula. Building designer sloutl wily
mocity,of bearing salace.
B)Pmride methanol wnnec im(by others)of Mass b beadw plate capable of wMstan0n,228 b uplift at IMM2 and 22616 uplift M
join&
7)-Semh-rgid pibhbreaks inducting heels"Mishear and fixity rn 0lwas used in trre enalysls and deagn OF this anee
B)Thumanuta=n MdudlsdesigcedmaniW'wgolbWNiwoanpomM. The suability and ux MbbwnpweMf,rany pad'Iwlar
Wilding is Me reswnaibilRy of tM Wilding Maignerper ANSI TPI 1 as redfem d by be building m]e.
�w<,ewxavw�ry eugn pAmmnaa an [s wa o Fn rtF£EAaMce vnaEw]nf m.lOAvaMsaztoaa uaE
n ,1- Sale.umt m-,r-r
aero a NMS lepra mwrWnu tWV In the wnl
a U a B 1 W M yah
WgO W
na 0 M a P P CeR W M aFwK Paw OartnB nw
o,try waeB.na aC auxelep Cumnarnre she
eBa =I.
e:i�YMor.uo,...w' imm Tw. �wro,xia u.�saa 1a arse.Iam
VV
g U, 5 5 N
N m N O' -i -Q 5 G 9 ~ S•
X mp m
N R S
z or
R o °: r O
m �m sm oda A � m O y
OoO
mZ
�wOo�'mg 3 v 'n ac�d O m' n°, Has cca amo
55 Py qa Z
8�X3m`1 ! � =� O m �3 _,�
nC � o n Shwa am O
2� 2245� mluuq '" y mo 3 ^m m_m _ 'Pn 3 . -
'a= A
m � C $p z
3 n N m n
RE
Sv?.u
m
Z 3 .m � 3 sm o � mssn= D
0
�n3 % � 'cmf � g ro =. _nm No
aff
ffg
TOPCHORD
623 Hw
mm
A n0 30 m02 W
L
� ON `JN gi NC PW TOD C
SNp wm - ^ yAn ND �yA J 4 q�
6Ww m � Nm pN TO TC y A
•G S. ON 'AA 0 Am V cr
m Sm o mr�i i m
m Smm` NN CD
> ww H� xrs-i � ro
ww ma aim v m at O $ A 3
rp mO nm w O AN 0 A2 1!1 N iI�
v m m n �m y r Dma AO L =,w N
Val m n p m y 2
� On
C$ O Em m W
3 :E o `g
A �Ip1 z MO
A < Z m .0 ul'.
°m
C' v m' o m TOP CHH ORD
g sal f s-
`g s 5Q3 .g .¢g °ns p� Fe m m
s; �0 3g g` ` 8 ag: a $ att a3 � g
d 3 s SF a dgg s a a5 - o S= oc
e� ns �.w 84'o cE 8ffi 2w A K3 - Ra ?g N. , H o
ja9 sa �� o=_=_. g•g o� 08 mg 3a. 4 �� mpgg u'o =d - + 8yyf5 gg �.R f
5 6w ayyq� 6 3 m e" Rs mo ry$S n.a a$ d& qi o sgew` E silo j C)
N o
5 6
En N
12
is €a - a3ly
CD
N
Nti
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;m4)mpam '`�pYa m c9�p A ' y 2.
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n_ u _
;� �F _ -,od 2 - PFS • � sad n90 _ 'a$Og� Z
cd o _ - 'a aw 3 D
�mg3n' � 32a �' ?c �' r m -gym c < maw o �A �9 � m � p
a Arv'1�gytIo'gda�w
3�da �-mmS Rn•` "
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w m'Z IP x 0 0 a
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daa �i a FanOR
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-� iso � s -_ a
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RU
TOP CHORD
' � mmc 22 zy Oy cx m0o m wa
m Q 3 w g !n? m a m z c. Z
mo Tzm
zmy w y - A m NrD P y q
m d "'m wA Nm o m ym0 mC Ny dh mr
[ (�p� Sm yko F Om ~`2 Ay2 9 v
p JNd jam' NU m NW NY Y6l IN 1
wwm ZNQ Nm 9 T D� J 5 O
® 6d qp Sw 0 A2 n 111 N _
m O Nm gf. Vw D Z 23 =O N Qo'
' N Nd � 6 Tw W m yA O j Z
s a
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V y
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® • P fp v z m m Yaa
p 3E d O Dd v�
mz d y yo
D i oM.
h<B 9
C m ^ y U
A
m v Om TOPCHORD
'
y8 o R�@yYe" s= a� Sa: S� ':=c- Sm$ cm gag gig me
Dz4 a ��5. a3= 5 H i ma6 Qg 3 3 ftl =a �o gm� m ^05. as �a B Ipm
9m g kgs Y%a q a g. " ga S S s 'ss a .8s a =� S a o� g� a m E
IS 3 S %% g o`s 3: a a3^ as m4 E a'3 S 's^s =$ 008 xo o O 1\ /
om8Ee a 3a 1-s I �ge s § "s S�_ .3 v3. v _ N
a s 3
"-,$ 8 "g �a S �8ga % o �D
s e 3 0 1
a� am 5 3 o S z., §Sg qa $a ea 3 01c N
80 2 m s: :& :Z n8 S'C d , o Fg t` 6
o zo. m dogg ho z� [ Y 8a yvY `• c n CA
= 3 ag �i 5. 6s Sc 9me 3m -'m a's t Q1
-a.9 E a Bm 3 M
Y. 1�
Ni� -1
0 �G
S
`s
R �
August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2
-- — ,:R) MiTek USA,Inc. Page 1 Of 1
Note:T-Bracing/I-Bracing to be used when continuous lateral bracing
_ is impractical.T-Brace/ I-Brace must cover 90%of web length.
Note:This detail NOT to be used to convert T-Brace/I-Brace
MiTek USA,Inc. webs to continuous lateral braced webs.
Nailing Pattern Brace Size
T-Brace size Nail Size Nail Spacing for One-Ply Truss
Specified Continuous
2x4 or 2x6 or 2x8 I 10d 6"o.c. Rows of Lateral Bracing
r
Note: Nail along entire length of T-Brace/[-Brace Web Size 1 2
(On Two-Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace .2x4 I-Brace
2x6 2x6 T-Brace 2x6 I-Brace
2x6 2x8 T-Brace 2x81-Brace
Nails
1 Brace$IZe
for Two-Ply Truss
Specified Continuous
Rows of Lateral Bracing
SPACING Web Size 1 2
2z3 or 2x4 2x4 T-Brace 2z4 I-Brace
2x6
WEB 2x6
T-Brace ,2x61-Brace
\ \ ^ 2x6 ':2x8 T-Brace2x81-Brace
\ i
T-Brace/ I-Brace must be same species
\ `\ and grade(or better) as web member.
rA T-BRACE
' Nails � SectlOn Detail \ '.
T-Brace
Web
Nails
Web—,�iI-Brace
Nails
FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WINDIA
O'-1 (RDMITek USA,Inc. Page 1 of 1 '
� /
1✓�1�� GENERAL SPECIFICATIONS
1.NAIL SIZE=3'X 0,131'=10d
/II ,I II l 2.WOOD SCREW=3"WS3 USP OR EQUIVALENT
L��JuI_i DO NOT USE DRYWALL OR DECKING TYPE SCREW
MiTek USA,Inc. 3.INSTALL VALLEY TRUSSES(24'O.C.MAXIMUM)AND
SECURE PER DETAIL A
GABLE END,COMMON TRUSS 4.BRACE VALLEY WEBS IN ACCORDANCE WITH THE
CR GIRDER TRUSS INDIVIDUAL DESIGN DRAWINGS.
5.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING
EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEYTRUSS SPACING.
6.NAILING DONE PER NDS-01
7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C.
I
BASE TRUSSES
III VAL.£Y TRDSS TY PIC AL
I
VALLEY TRUSS TYPICAL GABLE END.00WMCD TRUSS
P 5�- OR GIRDEP TRJSS
� I
F
//AS'
EE DETAIL
SECURE VALLEY 1Od II
WIND DESIGN PER ASCE 796,ASCE 7-02,ASCE 7-05 146 MPH
NAILS 6"O.C.ONE ROW OF 10U WND DES SIN PER ASCE 7 10 160 MPH
NA \ MAX MEAN ROOF HEIGHT=30 FEET
ROOF PITCH=MINIMUM W12 MAXIMUM 6/12
ATTACH 2x4 CONTINUOUS NO.2 SYR CATEGORY II BUILDING
\ TO THE ROOF W1 TWO USE WS3(V4' XS') WNDDURATION OF LOAD INCREASE!1.60
\
WOOD SCREWS INTO EACH BASE TRUSS. MAX TOP CHORD TOTAL LOAD=50 PER
MAX SPACING=24' (BASE AND VALLEY)
DE
/II MINIMUM REDUCED DEAD LOAD OF 6 ASF
ON THE TRUSSES
DETAIL A
(NO SHEATHING)
N.T.S.
'JANUARY 28, 2015 LATERAL TOE-NAIL DETAIL ST-TOENAIL SP
MiTek USA,Inc. Page 1 of 1
NOTES:
1.TOE-NAILS SHALL BE DRIVEN ATM ANGLE OF 45 DEGREES WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND
1 EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN.
2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
MiTek USA,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES
FOR MEMBERS OF DIFFERENT SPECIES.
THIS DETAIL APPLICABLE TO THE
TOE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ibinail) THREE END DETAILS SHOWN BELOW
DIAM. SP DF HE 1, SPF SIF-S .
O ' .131 i 880 I 80.6 69.9 684 597
0, .135 93.5 85.6 ]42 ]2.6 63.4 _ VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
162 108.8 1 WE 1 86.4 ME ]3.8
i 57
.6 50.3 SIDE VIEW
.131 ]5.9 89.5 60.3 59.0 51.1 (2x3)
2 NAILS
rn ,148 81.4 ]45 64.6 83.2 52.5
n 2N�R
SIDE
VALUES SHOWN ARE CAPACITY PER TOE-NAIL. r1 BIDE
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3)-1W NAILS(.162'diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD
For load duration increase of 1.15: SIDE VIEW SIDE VIEW
3(nails)X 84.5(Ib/nail)X 1.15(DOL)=291.5 lb Maximum Capacity (2x44
NAILS
3 NAILS11 F-1 4 NA
l
NEAR SIDE �r—=-ti NEAR SIDE
i
NEAR SIDE NEAR SIDE
NEARSIDE NEARSIDE
NEARSIDE
1
ANGLE MAY
ANGLE MAY \` ANGLE MAY \ VARY FROM
\ VARY FROFR
M VARY OM 30°7060°
To
60° 45.00° 30°TO 60° �) ! 45.00°
.� 45.00°
i
FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS !, ST-STRGBCK
,--= G Mitek USA,Inc. Page 1 of 1
1� TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2x6 "STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET
ALONG A FLOOR TRUSS.
MiTek USA,Inc.
NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY
ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW.
NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF
THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED
WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED,BY OTHERS, AT THE ENDS.
ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE
USE METAL FRAMING ATTACH TO VERTICAL SCAB WITH(3)-1Dd NAILS FACE OF CHORD INTO EDGE OF STRONGBACK
WEBWITH(3) tOd NAILS (0.131'x3) (00 NOT USE DRYWALL TYPE SCREWS)
ANCHOR TO ATTACH (0.131"x3")
TO TOP CHORD / ATTACH TO VERTICAL
3 WESWITH(3)-10d NAILS
In 131-X 3')
II I�
BLOCKING BEHIND THE I ATTACH 2x4 VERTICAL TO FACE TACH TO CHORD
VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND WITH TWO#12 x 3"
RECOMMENDED WHILE BOTTOM CHORD WITH(2)-IOd WOOD SCREWS(,215
NAILING THE STRONGBACK NAILS(0131"x 3')IN EACH CHORD
I /
USE METAL FRAMING gTTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE
ANCHOR TO ATTACH ATTA-HTH VERTC NAILS SCAB WITH(3)-1 Od NAILS FACE OF CHORD INTO EDGE OF
TO BOTTOM CHORD (0.131"x 3') STRONGBACK(DO NOT USE
(0.131"x 3") DRYWALL TYPE SCREWS)
it
40'0 WALL —� BLOCKING
\ (BV OTHERS) (BV OTHERS)
TRUSS
STRONGBACK CAL SPLICE)
tt'yx ! � I 'I
M1
THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS T-1ADEQUATE SUPPORT
DESIGNED BY OTHERS. IF SPLICING IS NECESSARY,USE A 4'-0'LONG
SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-10d NAILS
"I (0.131'x 3")EQUALLY SPACED.
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0'AND FASTEN WITH(12)-ted
NAILS(0.1311'x 3')STAGGERED AND EQUALLY SPACED.
(TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL)
STANDARD PIGGYBACK I
ST-PIGGY-7-10
FEBRUARY 14, 2012 TRUSS CONNECTION DETAIL
MiTek USA,Inc.
�0 J MAXIMUM WIND SPEED-REFER TO NOTES D AND Ofl E
MAX MRUSSEANRS ACNG-124-DO EET
CATEGORY II BUILDING
is
EXPOSURE B or C
ASCE 7-10
DURATION OF D INCREASE:1 60 LOA
DETAIL IS NOT APPLICABLE FOR TRUSSES
All USA,Inc. TRANSFERING DRAG LCADS(SHEAR TRUSSES).
ADDITIONAL CONSIDERATIONS BY BUILDING
ENGINEEWDESIGNER ARE RECUIRED.
A PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING.
SHAWITH to 0131-XBE 3,5-TOE
TO EACH PURLIN E — \�
WITH('T n.13Y X 3 E TOE NAILED.
B BASE TRUSS REFER TO MITEK TRUSS DESIGN DRAWING.
F PURLINS ATEACH BASETRUSSON JOINT ANUS MAXIMUM 24'O.C. A
CONNECUNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING.
2X—XI0. BABE TRUSUE S WANDITH(2) TO
MAT3 5CH
NAILS TOP
0 2X_XI'-O'SCAB, ATTANDGRAD'_ACHED TO E MATCHTOP REDO OF
Pni TRUSS.
INTERSECTION WITTED ROWSOF THE TO CHORDS POO. ,
SCAB MAY BE EMITTED PROVIDED THE TOPCHORD1 F SHEATHING
ISRECTI CONTINUOUS AN OVER INTERSECTION AT LEAST 1 FT.IN BOTH
1 WIND)SPEED O'.
2 WIND SPEED OF 116 MPH OR LESSMPH WITH MMIMACK SPAN,OR II
2.WIND SPEED OF116O MPH TO 160 MPH WITH A MAXIMUM
GGYSACK E-F OR WIF 12 L
ND SPEEDS BETWEEN 126 AND 160 MPH ATFACH 1 \I
MITEK BXa 20 CA 131
On PLATES TO EACH FACE OF TRUSSES AT 1 G' /
Oo
PPOSING
< CSENSUREI EDGEDISTAN STAGGER NAILS FROM ` // / I
OPPoSING FACES ENSURE 0.5'EDGE DISTANCE. 1`
(MIK 2 PAIRS OF PLATES RED-REGARDLESS 0F SPAN) f
o
Vi EN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS.
REPLACE PLATES AS SHOWN AND G OF
PURLINACK S
BOPURLINSTTOMED WITH BASE
PLATES SHOWN,AND SPECIFIED
PURLINS TOBOTTOM EDGE OF BASE \
TRUSS TOPCHORDDESIGN
N SPECIFIED SPACING SHOWN ON BASE
TRUSS MITEK DESIGN DRAWING. I
I A
SCAB CONNECTION PER
NOTE 0ABOVE \ A
� I
v�
/ This sheat is providetl as a Piggyback connection
FOR ALL WIND SPEEDS,ATTACH MITEK 3X620 GA Natl-0n PLATES TO detail only.Building Designer is responsible for all \ \
EACH FACE OF TRUSSES AT 4K O.C.WI(4)0.131'X 1.5'PER MEMBER. permanent bracing per standard engineering practices Or
STAGGER NAILS FROM OPPOSING FACES ENSURE CF EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint
and diagonal bracing requirements.
V TEND TWEE TO FOR LARGE CONCENTRATED LOADS APPLIED
SOTTO THROUGH TO CAP TRUSS REOUIRING A VERTICAL WEB:
BOTTOM CHORD
OF PIGGYBACK 1) MUVERTICAL TCH IN SIZE,PIGGYBACK ADM UST BASE NE UBSP
MUST MATCH IN SIZE,GRADE,AND MUST LINEUP
AS SHOWN IN DETAIL.
2) ATTACH2x_L4'-n'SCAB TOEACH FACE OF
TRUSS Y WITH 2 ROWS OF 1 Ed KA 31
-X 31 NAILS
^ SPACED 4'OC.FROM EACH FACE. (SIZE AND GRACE TO MATCH
VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.)
(MINIMUM 2X41
G% 3) THIS ENTRATTIONIS'DAD OF 40VALID FOR A15). REVCONCIEW
BYAQU LIFTED ENGINEER
E OSU UPS REQUIRED
FOR
REVIEW
BREATERRAIN ENGINEER IS REOUIREC FOR LOADS
GREATER THAN AOOO USS, li
q FOR NUMBER
OF ACKPUY TRUSSESCARRYINGTR SS TO MLOADS.
NUMBER R PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS.
5) CONCENTRATED LOAD MUST BE APPLIED BOTH
THE PIGGYBACK AND THE BASE TRUSS DESIGN.
FEBRUARY 14, 2012 Standard Gable End Detail ST-GE130-001
Vital,USA,Inc. Page 1 of 2
OC J
Typical x4 L-Brace Nailed To
2x_Vedicels WltOtl Nails,8'0.c. Vertical Stud
_ I (41'led Common ouaONAL
Vesical Stud \
Wire Nails \ I \ �V a MF
lI��\A
MITER USA, Inc. 16d Common
I' Wire Nails
SECTION B-B Spaced 6"od.
DIAGONAL BRACE
4.0.0 C.MAK (2) 1WCDrnmon x63Wtlor
Wife Neie 12x6 }1 2x4 NO2 of halter
TRUSS AME P.'.ANDCONDITION$
SHOW N AflE FOP ILLUSTRATION ONLY. \Typit'AI ZOntal Br
.2Iae9
Nalsd To 2x_Vel4cals I
12 SECTION A-A .1(4)1ad Common Naila
�wa
Q Varies to Common Truss
PROVIDE 2x4 BLOCKING BETWEEN THE FIRST
SEE INDIVIDUAL MITER ENGINEERING TWOTRUSSESASNOTED. TOE NA IL BLOCKING
DRAWINGS FOR DESIGN CRITERIA TO TRUSSES WITH(2)-10tl NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO BLOCKING WITH
3.4- (5)-10d COMMONWIRE NA ILS.
B B (4)-Bd NAILS MINIMUM.PLYWOOD
SHEATHING TO a4\SPF BLOCK
* Diagonal Bracing ** -L-Bracing Refer
TE Refer m 24•Max section A-A to section B B Roof Sheathing--
? � —t
11 OMINIMUM G RADE OF I MATERIAL IN THE TOP AND BOTTOM CHORDS
. 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1'-3"
WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. Ma% (2) Od _
3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. (2)-1 Dd NAILS
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT
BRACING OF ROOF SYSTEM.
4. 12 BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:10 SRB
OR 2e4 STUD OR BETTER WITH ONE ROW OF too NAILS SPACED 6"O.C. _
5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF 4"`l ]<" ,TFLISSPr5 @ 24' 0•C.
DIAPHRAM AT 4'-O.O.C.
6,CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A
2.4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL �i��/y�J
BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. R' %\�
ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. 1 /ATTACHED TO BRACESPACEDITH(4)-1 Cd
(REFER TO SECTION A-A at 1/ Brace ATTACHED TO NAILS AND WITH(4)
7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1/3 POIOt �/ �/COMMON W IRE NAILS AND ATTACHED
6. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. needed / \ TO BLOCKING WITH St.led COMMONS.
if DBBB
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR III
TYPE .-R . \
End Wall HORIZONTAL BRACE
(SEE SECTION A-A)
2 DIAGONAL
DIAGONAL
1.linimum Stud - Without 1X4 2x4 BRACES AT I
Stud Size ''Spacing' grace '.L-Brace L-Brace BRACE 1/3 POINTS SII
III and Grade Maximum Stud Length
�x45PF6�d'Stutl 12"O.G '
'I 0 564_-0-4 _ B5--01-1-53 12-1--16
] 2 ] 1-015 10$
2x4SPF "OC - - 3-8.4
1101320 SPI
�S SW 24"O - -0-2 C 2 - 5
+ Diagonal braces over 6'-3"require a 2x4 T-Brace attached to
one edge. Diagonal braces over 12'-6"require 2x41-braces
attached t0 bolh edges. Fasten T and I braces t0 narrow edge III
of web with l Dd common wire nails 8in o.c.,with 3in minimum
end distance. Brace must cover 90%of diagonal length.
MAX MEAN HOOF HEIGHT=30 FEET
CATEGORY II BUILDING
EXPOSURE B or C
(ASCE 7-9a,ASCE 7-02,ASCE 7-05 130 MPH
jASCE 790160 MPH STUD DESIGN IB BASED ON COMPONENTS AND CLADDING
DURATION OF LOAD INCREASE:1.60 'CONNECTION OF BRACING IS BASED ON MWFRS.
FEBRUARY 14, 2012 1 Standard Gable End Detail SHEET 2
r MITek UBA,Ix. Page 2 of 2
�lh !RI
� ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD I
—_c Trusses pa 24" O.C.
p /I —Tn HORIZONTAL BRACE \ 2x6 DIAGONAL BRACE SPACED 46'O.C.
(SEE SECTION A-A) \ ATTACHED TO VERTICAL WITH(4)96tl
COMMON WIRE NAILS AND ATTACHED
MiTek USA,Inc. ROOF Sheathln 11 TO BLOCKING WITH(5)-1W COMMONS.
1 �
V-43"
M
IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER ORI, / I� NAIL DIAGONAL BRACE TO
PROOECT IAPHRAGMANDTSATECTAC HENT TO THE \/\ PURLIN WITH TWO tfitl NAILS
ITRUS ESTORESISTANDRSATTACHMENT D THE /I
TRUSSES TO RESIST ALL OUT IN PLANE LOADS THAT I
MAY RESULT FROM THE BRACING OF THE GABLE ENDS I'll 2X4 PURLIN FASTENED TO FOUR TRUSSL
! WITH TWO 16tl NAILS EACH.FASTEN PURL IN
// / TO BLOCKING Wl TWO 16tl NAILS(MIN)
Dlag. Brace/ PROVIDE 20 BLOCKING BETWEEN THE TRUSSES
at1/3p01ntS SUPPORTING THE BRACE AND THE I TRUSSES
ON EITHER SIDE AS NOTED. TOENAIL BLOCKING
If needed TO TRUSSES WITH(2)-10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO BLOCKING WITH
(5)-10tl COMMON WIRE NAILS.
End Wall
CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL
METHODI :ATTACHAMATCHING GABLE TRUSS TO THE INSIDE GABLETRUSS
FACE OF THE STRUCTURAL GABLE AND FASTEN PEO THE
FOLLOWING NAILING SCHEDULE. ,
' METHOD 2:ATTACH 2%_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG
MEMBER ON THE BTRUCTURAL GABLE PER THE FOLLOWING VERTICAL
NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE
li qND SPECIES AS THE TRUSS VERTICALS
it NAILING SCHEDULE:
FOP W IND SPEE03120 MPH(ASCE]-95,02,05),150 MPH(ASCE]-10)OR LESS,NAIL ALL
MEMBERS W ITR ONE ROW OF tOtl(.131"%3')NAILS SPACED 6"O.C.
-FOR W INO SPEEDS GREATER 120 MPH(ASCE]-96,02,05).150 MPH(ASCE]-10)NAIL ALL
MEMBEPS W RH TWO ROW S OF 10tl(131'X 3')NAILS SPACED 6'O C.(2X 4 STUDS MINIMUM)
MAXIMUM STUD LENGTHS ARELISTEDON PAGE I.ALL ACING METHODS S N ON PAG
1 ARE
VALID AND ARE TO BE FASTENED TO THEE
EESCABS OR INLAYED STUD
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
H�
"CHORD
ADEQUATE DIAPHRAGM OH OTHER METHOD OF BRACING MUST
STRUCTURAL \ 'U��
BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM
GABLE TRUSS// A� TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN
THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY.
� I i II
NOTE:THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES W RH INLAYED
�\ STUDS.TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE
I
7 I 'I STANDARD 1
GABLETRUSS
zI� ,
i
n
Multiple-Member Connections for Side-Loaded Beams with Concentrated Loads
Table 1: Maximum Concentrated Load Applied to Beam-Bolt or Nail Connection (Ibs)111
Hanger h"cora/."e Boltsits 16d(0.148"x 3K") Nails
Beam Configuration Bolt #Bolts #Nails
Type Diameter" 2 4 6 8 6 12 18 T 24
OS 2,1D0 4,200 6,300 8400 2,125'i1 4,250"' 5370151 8,4951"
3-ply 1'/a•• FACE 0.]5 3,050 6,120 9,180 12.240
(5'/."Beam)
0.5 760 1,525 2,285 3,050 1060161 2.125n' 3,185181 4,2501°'
TOP 0.75 930 1,860 2790 3,720
FACE - - -- _ - - -- -
(5•/4" Beam) TOP 0.5 1,050 2,100 3,150 4,200 1,060 2,125 3,185 4,250
D.75 1,530 3,060 4,590 6,120
0.5 2,100 4,200 6,300 8.400
FACE/ 2,125151 4,250 6.370"' 8,4951s
(51/A"Beam) TOP 0.75 3,060 6,120 9,180 12,240
0.5 1,400 2,800 4,200 5,600
FACE
4-ply i'/,•' 075 2,040 4,080 6,120 8,760
(7" Beam) TOP 0.5 675 1,355 2,030
0.75 825 1,655 2480 3,305
D.5 2,800 5,600 8,400 11,200 2,830 5,665
5,665is 8,4951'6) 11,33015'
15
2-ply 1'/."
FACE 0.75 5,025 10,050 ,070 20,095
(7"Dean TOP 0.5 935 1.865 2,800 3,735 945161 189016) 2830jB1 3,775161
0.75 1,360 2,720 4,080 5,440
0.5 1,720 3,440 5,160 6,880
2-ply 3'G" FACE I -
(7"Beam) TOP 0.75 2,480 4,960 7,440 9,920
0.5 1,015 2,030 3,050 4,D65
2-ply P'/."+VW' FACE/ -_ - - --
(7"Beam) TOP
0.75 1,240 2,480 3,720 4,960
0.5 1720 3,440 5,160 0,680
FACE
2-ply 1'/."+3'/a:" 075 2,480 4,960 7,440 9.920 -- -- _
(7"Beam) TOP 0.5 675 1,355 2,030 2,710
075 825 1,655 2480 3,305
0.5 2,800 5,600 81400 71,200
5'/4"+16/4" FACE/ 2850151 5665151 81495`66 11,330161
(7"Beam) TOP 0.75 5,025 10,050 15,070 20,095
1, See page 4 for table General Notesconnection del and beam depth limitations.
2. Washers requiretl.Solt holes to be 9/16"maximum for W boles,13116"maximum for''/4"bolts.
3. Minimum end distance for bolds is 6".
4. Drilling bolt holes reduces the section ofthe beam and thus the load capacity of the supporting member Shear and moment
capacity of the beam must be checked at the location of each row of bods.
5. Number of required nails shown must be installed from side opposite hanger.
6. Number of required nails shown must be installed from hanger side.Additionally,install half the number of required nails from
side opposite hanger.
Page 1 of 8
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Awaranaeul- iLevel Mivdlam,Parallam.T,mEe6Cand and Tms Joist are•egidme0 be aft eN Forte le atrahmark d weywM1xuer NR.®2010 VleyeTa6usa NR Oompeny.All tgMa maarved.
Table 2A: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (Ibs)t'"
Fastener Type
Hanger Wood USP WS Simpson SDS
Beam Configuration Type Screw
Length #Screws #Screws
2 4 6 8 2 4 6 8
= FACE tat 3Y" 1435 2,8]0 4.305 5,740 2,040 4080 6,120 8,160
3-ply 1`b11
«
(5'/."Beam) d ; TOP tat 3'h" 720 1435 2.155 2,870 1,020 2040, 3,060 4080
[T FACE 3M`
(5'/."Beam)
"'" ]20 1,435 2,155 2,870 1,020 2.040 3,060 4,080
FACE/
(514",Beam) TOP 131 3'G" 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160
4-ply VV, FACE tat 61 1,055 2,110 3,165 4,220 1,360 2,720 4.080 5,440
(7" Beam)
TOP tat 6"451 705 1,405 2,110 2,610 905 1,815 2]20 3,625
FACE tat 3%" 1,915 3,825 5,740 7,655 2,720 5440 8.160 10,880
2-ply l$"+3/ { T 6"11' 2,110 4,220 6,325 8435 2,720 5440 8160 10.880
(7" Beam) TOP tat 31/Y" 640 1,275 1,915 2,550 905 1.815 2.720 3,625
-- 6""' 705 1,405 2,110 2,810 905 1,815 2,720 3,625
2-ply 3%" FACE/ 6"11) 1,055 2,110 3,165 4,220 930 1,860 2,785 3.715
(7' Beam) ,. TOP tat
J I
2-ply 1'/."+3%" FACE
(7" Beam) 7Opt1t 61", 1,055 2,110 3,165 4220 1,360 2,720 6,080 5,440
2-ply l%"+ 31A" i.'`,..
FACE(n 5"151 1.055 2.110 3,165 6,220 930 1,860 2,785 3,715
(7" Beam) .i ,..
TOP") 6"f5 705 1,405 2,110 2,810 905 1,815 2,720 3,625
5Y /.:'+ 1' " FACEz1 3%" 1.915 3825 5,740 ],655 2,720 5440 8,160 10,880
(7"Beam) TOP
1, See page 4 for table General Notes,connection deals and beam depth limitations.
2. Install screws from both sides of beam,
3. Install screws from side opposite hanger only.
4. Install screws from hanger side only.
5. 6"SDS or WS screws can be used with Parallant PSL and Mlcrollam@ LVL,but are not recommended for Timber5trand"LSL,
Page 2 of 8
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AW-r-aeuser.iLevel.Miaollam,Parallam T-twStrarl and It-JolataR r, t.r-t.1-1a aM Irr lzac.1-1N Weyerlmeuza NR C.2J1J WeVeTaeuee'NR C...... PLrgnnres .ry
s
e +
Table 26: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (lbs)I')
Connection Name
Hanger Wood Truss Lok
Beam Configuration Type Screw
Length p Screws
2 4 6 8
f ( '
FACE 3/,"3'/e" 1,600 3.205 4,805 6410
3-ply 7e/a T
(5Y."Beam) d . TOP Irl 3%, 800 1,600 2,405 3205
FACE 3'/."
(5'/."Beam) j TOP I01 3'/a" 800 1,600 2.405 3,205
Tr
IFACET 3'/." 1,600 3,205 4,805 6.410
(51/4" Beam) �11
I-Tj FACE ISI 5", 5-W 1,160 2,320 3,480 4,640
4-plyV/a ta '
(7'Beam
) TOP hl 5",6'/." ]]5 1,545 2,320 3,095
15 FACEI'I 2,135 4,270 6.410 8,545
2-ply Y/,"+3/ 'i ' 51,6'G" 2.320 4,640 6,960 9280
(7"Beam) 1 16
. i. . TOP, I 3'/a" 710 1425 2,135 2850
F-5 6'G" 775 1,545 2,320 3,095
2-ply TA" FACEi1 5' 6'G' 1,160 2,320 3,480 4,640
(7" Beam) TOP
2-ply 7%"+3% FACE/" �.� iii TOPIsI 5",6'/." 1,160 2,320 3,480 4,640
(7" Beam) ..I ..�
�f. '. FACEI°l 5',6%" 1,160 2,320 3,480 4,640
2-ply 1%"+3/
(7" Beam) 3 a
)1
TOP 5 6'/." 1,160 2,320 3.480 4,640
5'/a"+7/a TOPE�� 5 6'/." 2,320 4640 6,960 9,280
(7"Beam) i
1. See page 4 for table General Notes,wnneaion details and beam depth limitations.
2. Install screws from both slope of beam.
3. Install screws from side opposite hanger only.
4. Install screws from hanger aide only.
Page 3 of 8
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Awa"a.naeaser.ILev Mia tram,Paralem T,mneSlra,d and TN5 J-1 are re.]'zt-d va]e,r-s and Porle:s w.,drr a-r N4 G 2111 way-...e'NR CamPAra Ab tlo.Ms rerd-
�yYC �s
m a
Table 1, 2A, 213 General Notes
• Connections are based on NDS®2005 or manufacturer's code report.
• All plies must be the same material and grade.
• Values are for 100%duration of load. Increase 15%for snow load or 25%for non-snow roof load conditions,
where code allows.
• Rotational effects should be considered for 7"wide beams loaded from one side only.
• Capacities shown for face mount hanger conditions are based on 16d common(0.162"x 3%")nails installed in the
hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables.
• Verify adequacy of beam with all loads applied by using Level software or other methods.
• See the iLevel Trus Joiste Beams, Headers,and Columns Specifiers Guide(#TJ-9000)for required connections
for uniform side loads.
Bolt or Wood Screw Connection Details
• '/{bolts-"!1s"a maximum holes
• '4"bolts-'s/1e"a maximum holes
• Lead holes not required for wood screws
Conic.Load Conic.two m
Conc.Load Conic.Load
m
Z
EQ ED,
Z' (Np)
2 Fastener 4 Fastener 6 Fastener 8 Fastener
Pattern Pattern Pattern Pattern
Min.Beam Depth: Min.Beam Depth: Min.Beam Depth'.
d=7Y.."for'h"a bolts d=9'G"for'h"mbotts d=11%"for'/Fo bolts
d=9'/."for%"0 bolts d= 14"for m bolts d=16"for''/."a bolts
onc. Load
Nailed Connection Detail
E
'STAGGER NAILS TO
PREVENT SPLITTING
9 �16d Sinker(typ)
TYP (+/-v) II (0.148"z 3'/a")
LL6 Nail Patteml]
12 Nail Pattern
18 Nail Pattern Page 4 of 8
L-241-111
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Table 3: Allowable Capacities of 5+/4" Beams with Bolt Connections
Bolt Conn. Beam Depth
Dia. Loc. 71/4•. 91•• 91/2" 11+/4" 11'/." 14" 16"
Max y„ <Sd 6,235 6,545 8,755 9,560 12,345 15,005
>5d10,150 10,500 12.950 13,825 16,800 19,600
Shear <5d 3.935 4,260 6,210 6,940 9,510 12,015
(lbs) %" >5tl 8,750 9.100 11,550 12,425 15400 18,200
0 2 10,605 15,295 15,685 23,905 32,750 62,265
m I/„ 4 9.355 13,470 13,730 20,915 28,725 37,250
0 6 9,350 13,470 13,730 20,910 28,725 37,245
Max 8 13,510 20,575 28,275 36,685
y Moment2 10,600 15,290 15,685 23,900 32,]55 42,260
E (ft-Ib) 4 9.900 14,215 14,195 21,490 29,020 37,225
i' /" 6 29015 37220
8 36,655
<5d 2,745 4,445 4,665 6,240 6,810 8,795 10,690 12,610 14,545 18,460
Max >5d 5,235 7,230 7,480 9,225 9,850 11,970 13,965 15,960 17,955 21945
Shear a SO 1 455 2,845 3,035 4,425 4,945 6,775 8,560 10,390 12,250 16,040
(lbs) %" >5d 4,240 6,235 6,485 8,230 8,855 10,975 12,970 14,965 16,960 20,950
J
® 2 9,960 16,220 17,105 23,990 26,730 35,385 46,670 58,130 70,740 99,375
y„ 4 9,025 14,305 15,065 21,000 23,385 31,905 41,130 51,535 63,100 89,670
6 14,305 15,060 20,995 23,385 31,905 41,125 51,530 63.100 89,670
o Max 8 20,660 23,010 31405 40,510 50,795 62,250 88590
v Moment 2 9,950 16,210 17,100 23,985 25,725 39380 46,665 58,125 ]0,760 99,370
(ft-Ib) 4 15,145 15,895 21,710 24,030 32,235 41.105 51.120 62.285 88,015
6 32,230 41,100 51,115 62,280 88,010
8 40,475 50,335 61,335 86,745
Max %" <5tl 4,520 4,745 6,350 6,930 9950 10,88(1 12,830
>5tl 7,360 7.615 9,390 10,025 12,180 14,210 16,240
Shear <5tl 2,895 3,090 4,505 5,030 6,895 8,]10 10,575
-� (lbs) >5tl 6,345 6,600 8,375 9,010 11,165 13,195 15,225
Q. 2 18,090 19.080 26,]60 29,815 40,740 52,430 65,495
e 4 15,960 16,805 23,420 29085 35,725 46,205 58,065
E 1/2" 5 15,955 16,800 23,420 26,080 35,725 46,205 58,060
rs Max 8 23.045 25,665 35,1fi5 45,510 5],235
Q.
Moment
2
( 18080 19,070 26.]55 29,870 40,]35 52,425 65,490
4 16,890 17,730 24,215 29805 36,095 46,180 57,600
6 36,085 46,170 57,595
8 45,470 56,715
Table 3 General Notes
• Connection location refers to distance from face of bearing to centerline of connection,where d is the beam depth.
Less than 5d refers to connections located less than five limes the depth of the beam from the face of bearing.
• Shear reduction has been taken in accordance with NDS 3.4.3.3.
• All values shown are for 5+/4•widths. Multiply by 1.33 for 7"wide beams.
• 9+/4•and 11+/4"TimberStrands LSL are 1.3E grade,all other depths are 1.55E grade.
Page 5 of 8
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Connection Design Example
Given the floor framing shown below, specify the necessary connections for the a 3-ply Microllam LVL beam supporting
a 2-ply Microllam LVL beam on one side and floor joists from the other side. The floor joists apply a 500 pit load to the
side of the beam while the 2-ply beam reaction is 5,000 lbs. See the following page for the solution.
Brg. (TYp.)
' 1
r
Additional 3-P/," x 14" Microllam LVL Beam, Flush
Connection ____.
Required for
Concentrated Face Mount Hanger with 5,000 lbs Reaction
Load
® LVL - - -
Microllam -14" Floor Joists @ 24"o.c., Typ.
Beam, Flush
E 4'-0"
Partial Framing Plan
Page 6 of 8
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A\NsyeTe.iLeeel.MKKIam,ParallamTrtEwrstrandandTNS lois!areregiMea trademarksandFeleIsetrademarkofwryaM1 rNR®20IDwryMr9¢usrNRCwn yNIngmsrea¢ve1
T EC , NICAL BULLETM
.va>emaa�ae, _ Te,
Solution:
• Use the iLevel Trus Joist®Beams, Headers,and Columns Specifiers Guide(#TJ-9000)to select a connection for the
uniform loading.Multiple options exist that meets or exceed the 500 pit requirement:
- 2 rows of`V."diameter bolts at 16"on-center(570 pif)
- 2 rows of USP WS35 wood screws at 16"on-center(540 p1t)on each side of beam
- 2 rows of SDS 9."x 3'/="at 24"on-center(510 plf)on each side of beam
- 2 rows of 5"TrussLok wood screws at 24"on-center(500 plf)
• Determine what additional connection is needed for the concentrated load using the information in this Technical
Bulletin:
1. Using Table 1,2A or 2B of this bulletin, locate the section for a 3-ply 1W member and face mount hanger.
Again, multiple options exist that exceed the 5,000 It,load requirement:
- %"diameter bolts in a 6-bolt connection (6,3001bs)
- 16d(0.148"x 3'/.")sinker nails in an 18-nail connection(6,370 lbs)
- 3%"WS wood screws in an 8-screw connection(5,7401bs)
- 3%"SDS wood screws in a 6-screw connection(6,120 Its)
- 3%"Trussi-ok wood screws in an 8-screw connection(6,410 lbs)
Note that the allowable applied concentrated load is dependent upon the type of hanger used and 16d common nails
must be used for face mount hanger installation to achieve the capacities shown.
2. If the bolted connection option is chosen,the 3-ply beam must be checked for the effect of the bolt holes from
the 6-bolt connection. This task may be accomplished by utilizing the location analysis feature in iLevel
software. Per the detail on page 4,the bolt holes will be located approximately V to either side of the
concentrated load location. After inputting the span and load information,choose the two locations
corresponding to the concentrated load location('L) 1'. Upon completion of the analysis,compare the
calculated shear and moment for each of the two locations against the reduced allowable shear and moment
capacities of the beam for the bolt pattern selected using Table 3 on page 5 of this bulletin.
See the Forte software output on the following page for results of this analysis. The 3-ply Microllams'LVL
beam works for the given loading. Refer to the highlighted values for the results at both bolt locations(Von
either side of the load). The highest calculated shear at either location is 6035 lbs. The highest calculated
moment is 25,215 ft-lbs. The connection is less than 5d(48"< 14"-S=70')from the end of the member.
From Table 3 of this bulletin,the reduced allowable shear for the 3-ply 14"Microllam LVL beam with the 6 bolt
pattern located less than 5d from the end of the member is 8,795 lbs while the reduced allowable moment is
31,905 ft-lbs. Therefore,the beam is acceptable with the 6 boll connection.
• Select the preferred options for both the uniform load connection along the length of the beam and the concentrated
load connection at the hanger location and specify both on the drawings including information on fastener type,size,
spacing and installation pattern as appropriate.
Page 7 of 8
CONTACT US • 1.888.11-evelli (1.888.453.83581 •w .iLevel.corn
AWeyE•lueusa,M1evel MivWiam Pe,ellem
I.xS—d.11 Tms I.,.are rep:...vaMme,M6 1—b a 1—A ''WxpeT88 'N0..-2%O Viave.'me—NR CwnPany.All ngN42wMtl.
Forte MEMBER REPORT Level, ROOF Flush Beam .
3 PIECE(S)—1314" z 14" 1.9E MicrollarnC)LVL PASSED
..a€Ln,gh 15 ...
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AI Dmn,,ns are Hmlzonta':Dmeing m CnncePma'
Design Results AclualQLecnOou Allowed Result LDF system:Floor
tdember Reacfon phsj 7555 g2- 78D9 Passed(97%) Member Type:Flush Beam
Shea:Ilbs) 6337@1'5112" 13965 Passed(49%) 1-0 Building Use:Rmadenelal
A1ament(F.-Ibs)
25215 X 4'117V 36387 Passed(®%) to Bina.,Coda:IBC
O+e Load Defi-gn) 0 356 T 1 13116" (T489 Pasted(l434) Design Methodology:A50
Load Del 0n) 0 456(cg 7'1 7e- O T33 PatHad 0t 86)
crit¢ LL(L560)sac TL( Oj braced to da lateral sbti l t .
sults i. F.e tl dM1 h,all compressvJn edges(t D d batte } p. pe Y Pm. �9
., edn s Lam. ..b,.i enmI ne braced at'3 15 115"o c unL=ss dere led oMerwise-Pm,-,atachrn,t and pus eonmg
Jav
S e ! I A eleble Requ ed Support Reacguns(los) Accessories
g B ming 13 ann4 Desd I Floor I Rmf I Snow
1
3 TO 340' 1 1I)!69510.0 Blockng
2 - 350' 233' 11641404510!C Slodao0
, fico- . ova Clem and the iul,loath ppl�edm Nemo- - mde,ned-
Loa I bulary (0901 (1.0% e I (nw 5L.— 1 _I toe Cwnmeuts
Width I Deed Floar Liv ReefLve Sn
5)
Lu"5 1 1000 4000 00 00 1D FE—r
2-Pout _ 4' NIA 1000 4000 0 0
Location Analysis shear lbs) Momen!(Ft-Ibsj Comments
Actual l Allowed l LOF actual IDlaeed 11 OF
1 -3' K35118965110 1919E 138487110 BOLTSLEFTOPHANGER
I- . 39 112569 109 25215;3638]I10 10OLTS RIGHT OF HANGER
FMe^SOMwe Optta!w JUD N. >25i_0anie V41 AM
I iLec�Fatlo"'vi 1,Design Engine:V4 00.1
Page 101
Page 8 of 8
CONTACT US a 1.888.iLeve18 (1.888.453.8358)a vlww.iLevei.cont
nmeyeme...e-IL..1.sh^ em.Farallam.Tle.SmMsea T.Jmsl are regetered Imtlemads wd FMeIs a.resrn.M ot vt g uter NR 03010Wmemeauser NR Company.M!iujMS—in