1519 Jordan St single family home permit CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
it
SINGLE FAMILY DWELLING NEW
MUST CALL BY 4PM FOR NE)(T DAY INSPECTION: 247-5814
JOB INFORMATION:
lob ID: 16-SFR-2832
Job Type: SINGLE FAMILY RESIDENCE
Description: oonstruct single-family home
Estimated Value: $145,300.00
Issue Date: 2/2/2017
Expiration Date: 8/1/2017
PROPERTY ADDRESS:
Address: 1519 JORDAN ST
RE Number: 172297-0000
PROPERTY OWNER:
Name: BEACHES HABITAT
Address:
GENERAL CONTRACTOR INFORMATION:
Name: 201 MAYPORT CONSTRUCTION MANAGEMENT
Robert].Peterson,CGC1506666
Address: 2768 STATE RD Al A#701
Phone: 904-334-1202
PERMIT INFORMATION:
FEES:
ENG REV RESIDENTIAL BLD $100.00
PLAN CHECK FEES $307.95
LITIL REV RESIDENTIAL BLDG $50.00
BUILDING PERMIT FEE $615.90
STATE DCA SURCHARGE $9.24
WATER CROSS CONNECTION $50.00
BID PLAN REV. 2ND $50.00
PERMIT IS APPROVED ONLY IN ACCORDANCE Wrl"R ALL CEFY OF ATLANIrIC BEACH ORDINANCES AND IIHE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
SUBMITTAL
STATE DBPR SURCHARGE $9.24
Total Payments: $1,192.33
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLAWIC BEACH ORDINAI4CES AND THE FLORIDA
BUILDING CODES.
Idw
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road
Atlantic Beach, Florida 32233-54,45 1 lo-S rl�-a T��a
Phone(904)247-5826 Fax(904)2D9PE1VE-."i
E-mail: building-dept@mab.us Date routed I�i,
Cityweb-site: hftp:1A�.coab.us n DEC 19 2016
APPLICATION REVIEW AND TRACKING FORM
Property Address: �G�q TO(Aaf\ St - D lkilirtmentreview required Yes No
ing
Applicant: �k (k�.j Vtyt LD(NSA. -Pisiffning &Zoning
I ree Administrator
Project: Pu ic Works
Public Safety
4FireSewicoesM
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
Amy Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
meo_ 7
APPLIWTION STATUS
First Review
Reviewing Department QApproved. OlDenied.
a in Depart
F merij,
ev' w g
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: Date:
TREEADMIN. Second Review: ElApproved as revised. ElDenied.
�110'�W�DRVS, Comments:
(i P BLIC UTILITIES
*UL—,Cot
/z 19
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: DApproved as revised. E]Denied.
Comments:
Reviewed by: Date
Revised 061IN09
City of Atlantic Beach APPLICATION NUMBER
�pa
Building Department (To:beassigned by�the Build�ing Department.)
g
F
J_a
I
800 Seminole Road
Atlantic Beach,Florida 32233-5445
Phone(904)247-5826 Fax(904)247-5845
E-mail: building-dept@coab.us Daterouted:
City web-site: http:/Avww.00ab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: �S`iq J-040-1\ S-� D rtmentreviewre uired Yes No
'� D oo'i �Or\SA. Ing
Applicant: ning &Zoning
I ree Administrator
P
Project: �\Vu
as
Public Safety
Fire Services
Review fee $_ Dept Signature
memOther 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
Amy Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobaoco
Other.
APPLICATION STATUS
rReviewing Department First Review: EE]Approved. DdDented.
(Circle one.) Comments:
A,
BUILDING
PLANNING &ZONING Reviewed IbY�_��_� C-��A—Date 2"W,
S ..
TREEADMIN. S ev"w
'54APproved as revised. 013enied.
- I a Via,
SecondRoview:, JAppravecla re
PUBLICWORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed lby� 90;C00'6-'�A_ Date: 16K.Ii
FIRE SERVICES Third Review: EOApproved as rrevised. ElDenied.
Comments:
Reviewed by: Date
Revised OW14109
City of Atlantic Beach G APPLICATION NUMBER
Building Department (ro be assigned by the Building[)apartment.)
800 Seminole Road i
IS i : _!&F�
Atlantic Beach, Florida 32233-54, 1
Phone(904)247�5826 Fax(90 58REC 19 2016
E-mail: bultding-dept@wab.us U Daterouted:
Cityweb-site: hftp://�.mab,us BY:--
APPLICATION REVIEW AND TRACKING FORM
Property Address: �S`iq 10(jac\ S-t D rtment review required I Yes No
B00ing ) I
Applicant: ning &Zoning
or
Tree A mmistrat r
Project: P . .. lea�>
Public Safety
,F S
ire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Rev
f Pele!
0 rllt=pBy Date
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management—Disthct
Army Corps of Engineers
Division of Hotels and Restaurants
Di vision of Alcoholic Beverages and Tobacco
Othe-r:
APPLICATION STATUS
Reviewing Department First Review: oApproved. ViDenied. §/-z—/'?w
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed 4 J/
,./,0*
Date:!!�
TREEADMIN. Second Review: (KApproved as revised FIDenied. 47
PUBLIC WORKS Comments: ya
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:4�zae
FIRE SERVICES Third Review: DAPproved as revised. E]De 4ed.
Comments:
Reviewed by: Date:
Revised OVIV09
City of Atlantic Beach APPLICATION NUMBER
Building Department Cro be assigned by the Building Department.)
800 Seminole Road
Atlantic Beach, Flonda 32233-5445 14-SFT_-�nk 13 a
Phone(904)247-SB26 Fax(904)247-5845 1�,�m I�U
E-mail: building-dept@mab.us Date routed
City welb-site: hftp:1Avonv.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: �'S�q Tofilar\ S-� aj�
r:naot review required Yes No
Applicant: ;�kOt �k (k�.j �ut �br\SA. 41�.PhvfRng&ZoningD
Tree Adrriiinistrator
Project: LI) I�JWP_– �&nkk� (_Eu1bFic_V_Vork_s1>
Public Safety
Fire Services
Dept Signature
Other Agency Review or Permit Required Review I
of Penmit=lSy Date
Florida Dept.of Environmental Protection
Fborida 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: DApproved. ElDenied.
(Circle one.) Comments: Rea3c CFO/o( 4 50.00 1-0 Pla^ 112-evtte � P_e�e
BUILDING -ror C 0(rr t�-1 _V 0 T- Co
PLANNING&ZONING Reviewed by: Date: 347
TREE ADMIN. Second Review: [–]Approved as revised. [:]Denied'
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: —Date
FIRE SERVICES Third Review: E]Approved as revised. [:]Denied.
Comments:
Reviewed by: —Date:—
Revised OW14109
AAL CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
IV OFFICE COPY (904)247-5800
BUILDING DEPARTMENT REVIEW COMMENTS
Date: 1.5.2017
Permitl: 11-SFR-2832 Site 2768 State Rd, AIA#701
Site Address: 1519 Jordan St. Address:
Review: 1 Phone: 904-595-5798,334-1202
RE#: rpetersonCd,%eachesbabitatorg
bitatforHumanity
Applicant: 210 Mayport Const.Manag.,
I LLC
Correction Comments: These comments are from 1 of 4Departments that are
reviewing this application.
Application is disapproved for the following issues:
1. Submit 2 eepies of t! c the
2
3 A4,9"a"S' QuiplUn— Rep, *p-g- 4N4npRmp-pt�- ispoketulugulrurnWffdrzwhwhdiV
BUILDING CODE SUMMARY needs to be updated to include the correct code and d)te
that is being used now including the NEC.The 2010 code is way out of date.
Mike Jones
Building Inspector/Plan Reviewer
City Of Atlantic Beach
800 Seminole Road
Atlantic Beach, FL 32233-5445
Ofe (9041247-5844
Fax (904) 247-5845
1 '7--NZTV- -Zc�,S
ZONING REVIEW COMMENTS
City of Atlantic Beach
Community Development Department
800 Seminole Road Atlantic Beach, Florida 32233-5445
Phone: (904) 247-5826 Fax: (904) 247-5845 Email: dreeves@coab.us
Date: 12/27/16 /, 0,�
Permit: 16-SFR-2832 Applicant: 201 Mayport Construction Management, C (--e 1 To 14
Review: pt Address: 2768 SR AIA#701, Atlantic Beach, FL 32233
Site Address: 1519 Jordan St Phone: (904) 595-5798
RE#: 172297-0000 Email: -Not Proi ided (A 4,�e—
V� rrection Comments
10 Survey: Section 24-67(c)requires a certified survey. Please provide a certified survey.
2. Tree Removal: Section 23-21 requires a Tree Removal permit for any trees removed within 2 years of
this project. please submit a Tree Removal permit Application if any trees are to be removed or were
removed in the last 2 years. If no trees are to be removed Or were removed, then please fill out an
Affidavit of No Tree Removal. Both forms we available on the city website under "Planning and
Zoning" and at City Hall.
Derek W. Reeves
Planner
drceves@coab.us
ZONING REVIEW COMMENTS
City of Atlantic Beach
Community Development Department
800 Seminole Road Atlantic Beach,Florida 32233-5445
Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves*coab.us
Date: 12/27/16
Permit: 16-SFR-2832 Applicant: 201 Mayport Construction Management
Review: Im Address: 2768 SR AlA#701,Atlantic Beach, FL 32233
Site Address: 1519 Jordan St Phone: (904) 595-5798
RE#: 172297-0000 Email: Not Provided
OFFICE COPY
Correction Comments
1. Survey: Section 24-67(c)requires a certified survey. Please provide a certified survey.
2. Tree Removal: Section 23-21 requires a Tree Removal Permit for any trees removed within 2 years of
this project. Please submit a Tree Removal Permit Application if my trees are to be removed or were
removed in the last 2 years. If no trees are to be removed or were removed, then please fill out an
Affidavit of No Tree Removal. Both forms are available on the city website under "Planning and
Zoning" and at City Hall.
Derek W. Reeves
Planner
dreeves@coab.us
CITY OF ATLANTIC BEACH
DEPARTM�T OF PITBIX7 WORKS
12M Sandpiper We
Athanfic B�h,FL M334318
TEUPHONE:(9D4)247-5834
FAX:(�)N7-5843
IV ..�.b..
CONTRACTOR: DATE: 12-20-16
201 Mayport Construction Management, L C PERmrr# 16-SFR-2832
2768 State Road ALA#701 ADDRESS: 1519 Jordan Street
Atlantic Beach,FL 32217 Atlantic B�h,FL 32233
Emil: rpetersom@beacheshabitat.or
PERMIT APPLICATION FOR NE SINGLE FAMILY HOME
14
You permit application has been d by the Public Works Department for the reasuns listed below. Please submit this
infortuation,at yew earliest conv *=cc in order that we may approve you application. If you have my questions,please
contact Scott William,Deputy Public Works Director at 904-247-5834 or entail swilliarru@coath.us.
PUBLIC WORKS CORRECTION ITEMS:
(Submit thefollowing informurtion to the Public Works Department)
I( ** A Revocable Encroachment Permit must be obtained.
� A Right-of-Way Permit must be obtained.
*** Provide manufacturer's cut sheets for 50%credit on pervious pavers.
Vr*: Provide paver installation method (must meet I.C.P.I.).
PUBLIC WORKS CONDUIONS OF APPROVAL:
(Thefollowing comments will heprinted on yourpermit as Conditions ofApprowrl)
** Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities.
Contact the Inspection Line(247-5814)to request an inspection from Public Works for Erosion and Sediment Control
Inspection prior to start of construction.
** Roll off container company must be on City approved list(Advanced Disposal and Realco Recycling). Container
cannot be placed on City right-of-way.
Full right-of-way restoration,including sod,is required.
All runoff must remain on-site. Cannot raise lot elevation.
Maximum driveway width within the City right-of-way is 20'.
Pervious paver cut sheets must be submitted to the Public Works Department to receive the 50%credit.
Any plan change must be submitted as a Revision to the Building Department.
cc: Toni GindlesMger,Building Department
Jennifier Johnston,Building Dcpartmem
Perrone, Jennifer C.
To* rpetemon@beacheshabitat.org
Cc Williams, Scott; Gindlesperger,Toni; Johnston, Jennifer
Subject: Plan Review,Comments for 1519 Jordan Street
Attachments: Plan Review,Comments 16-SFR-2832.pdf
Permit application #16-SFR-2832 for 1519 Jordan Street is currently denied by Public Works. Attached are the Plan
Review comments. Please submit the required information at your earliest convenience in order that we can process
approval for our Department.
If you have any questions, please contact Scott Williams, Deputy Public Works Director at 904-247-5834 or email
swilliarns(6coab.corn.
Thank you,
Jennifer Perrone
Administrative Assistant
City of Atlantic Beach Public Works
(904) 247-5834
iperrone@coalb.us
Permit Attaclarmt of for
Permit# _ issued
Omter's Name: 20—Atlantic Beach,FL 32233
ILE#: P-Perty Address:
SUM bl FT "4- x, 5
— Lot 4/Block#:
REVOCABLE ENCROAC]MWENT PERMT
TMS REVOCABLE ENCROACHMENT pEp
.3M issued.this
by Atlantic Beach Florida a municipal corporation , clay of
Org=Qd 20�
md existing order the am of the State of
Florida, hwensaft, refmQ to a, 'ICITT, and 9!9(94,1 If Atlantic Beach, Florida,
hereinafter oatenod to as ,USER,,.
That the CITY does hereby grant the WrMSSEIM:
USER Permission on a�ccatble basis a dwm*bcd heroin the right to
B enter up" the Property Of the City Of Atlantic Beach for the purpose as described in the
each Right-cf-WayMasemew permit numbers noted show(copies attached). City of Atlantic
TIliswarkisgCoCrallYdescribedus:
Any facility maintained, rcp�
subject to erected, andlor installed in the "Mise of the Privilege granted remains
relocation or removal On thirty(30)days notice by Crry to
gIvM by certified rutil, the USEP,said tunic,to USER shaft be
-ai I VVIA renon MeVt requested, to the IbIlOwing address:
The dePOsiting of said notice of oncenihnion, in
the United States n constitute the noti.
camnellanon and the burden is UPOM USER to keep the Crly injimmed of wa Mfl
USER,s Prop"address. e of
The USER shall lumulptly make MY and aft necessary repairs to my facility crected or maintained in the
excro'so of the Pnvllegc b0ofto granted and shall at all huns Mium on said f
wilily in good and safe condition,
In the event it M. necessary for the CTrY or the City's approved
enter upon the lbove-described property of the C", representative Or Other frarchised tility to
the USER shall replace at the USER's sole
addmg to of thc-uiiahIt=cs asamily displaced during the action of maintaining, mPairitI&ueratin& replacing,or
y and a rust
facilities of the Crry or lmuchise utility Provider.
Tb' fsciftei" '—d by the Permit shall meet the current requ'remerns of e Ci Cod Building Codes,
Land D,Yolopmwt Code�and all other land use and code mquumnerns th tY e,
Of the Cl'fY,including
City Code Section 19-7(h)'hich'tat""DrivemYs that cross sidemlks:City oidevra&may not be replaced
""h Other materials, but must be replaced
listing and adjoining sidewalks." With smooth concrete left natural in color an that it matches the
Page I of 2
The USFJ� prior to
8PPmV.al hum the CRYmf&kAiugMY changes fiom the WiOved plans "it/" M
j.Beack Public Work,Dep I .1hod, most obtain mue,
adfiiacrteh"eMdao!ot,bs,Cffy be 'q"'W to submit aa�buijt dm "em,for said change. Ile USER aball d,
wings showing the change within thirty(3 at
7b8pennit aball filsore to the benclit Ot and be binuing upon, the USER and their
assigns. �) days
respective successor,and
USER shall meet the terms and conditiona Of this
and/or specificati on", to include mili - Peruut and to an of the applicable State and CTry Is.
"b 1 e ginsof-my and Other Public land V it S es FR locate requirements and us, limitations/, .
further agrees that the CITY and it,olf ,"is Of Public
saved harmlea"by the USUR from MY ofthe Milk herein cm and employees sha
liabilities Me hereby assumed by the USER, erms O'ti
DA"D and sIGNED this_10�day of unde"the Le pennit and that-11-fsid
BY.- 20 A�
0�er
(to be signed in presence Ofthe Notary)
ST'ATE OF FLORWA
COUNTV0FDUVAL
on this ?Q'day of
and -
- fir mid County- - and State, 20—�(.. personally appeared belble me, 4 Notary Public in
and -- All
who WWOUted tl-,---fi)- antic Bes0h,Florida k-n the Property Omer of
OWn to nue to be the Perac-6)described in
and voluntarily and for tb�cgomg instrument who ackllwl'4,d'to in-that he Or she"
es-it Purposes ih'�ImulOned. Witted the same freely
Notany public in for mid County and State
C7TY OF ATLANMC BEACH R�ORIDA, a
municipal corporation:
Approved:
For Pernuts wimrs city side,,lk is impacted�
City Manager appmid r-q-id:
gels"Van Lime,City 114amig,,
Page 2 of2
40-1z�. Beaches
W Habitat for Humanity
To:Jennifer Pcrrone�Public Works
From: Robert Peterson,Construction Director
Re:Permit#16-SFR.2832
1519 Jordan St COAB,Fl-32233
Please see attached ROW permit application for the above referenced project.
Thank you,and have a Merry Christsusts.
Rob Petcrs..
4904-334-1202
797 Mayport Road,Atlantic Beach, FL 32233 -Office:(904)241-1222 - Fax:(904)241-4310
�.beache&habitat.org
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CITY OF ATLANTIC BEACH
PUBLIC UTILITIES
1200 Sandpiper Lane
ATLANTIC BEACH, FL 32233
(904) 270-2535 or(904)247-5874
NEW WATER/SEWER TAP REQUEST
Date: 17 -/6 Project Address: L51 '? je)rZAod?l
No. of Units: Commercial—Residential W"� multi-Family-
3 11
New Water Tap(s) &Meter(s) Meter Sizc(s)---��
New Irrigation Meter Upgrade Existing Meter from—to—(size)
New Reclaim Water Meter Size New Connection to City Sewer_
Name:
Applicant Address:
City: State: Zip
Phone Number: Cell Number:
Email Address Fax:
Signature:
(Apphcant)
CITY STAFF USE ONLY
Application# 5F7Z - 2 93Z
Water System Development Charge $
Sewer System Development Charge $
Water Meter Only $
Reclaim Meter Only $
Water Meter Tap $ (notes)
Sewer Tap S—
Crcss Connection $ 130, 00
Other S
TOTAL $ 60100
APPROVED: — Kayle Moore,PE
(Deputy PWDirector or AuthorizedSiguaure)
ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES
CANBEASSESSED
Mr. Kayle Moore
Public Utilities Director
City of Atlantic Beach
1200 Sandpiper Lane
Atlantic Beach, FL 32233
Mr. Moore
I have submitted a building permit application for the 412, new single story home located
at: 1519 Jordan Rd.,Atlantic Beach. Beaches Habitat will not be installing a fire
sprinkler in this structure. In addition,we will not be installing an irrigation system.
Please give me a call(904-241-1222,or 334-1202) if you require my additional
information.
Sincerely,
Robert7erernm,----.__
Construction Director
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: # 1519 Jordan St.,COAB,32233 Permit Number: lu - !�F�-- a Vic�-
Legal Description: 26-50 17-2S-29E .12 Ed Smith S/D N 34.22FT Lot 2. S 15.78 Lot 3, Blk. 3
Floor Arm or S Pt Sq.rt
�&o ,
Valuation of Work$110.000 Proposed Work heated oled 1335sq. non-heated/cooled: 295 sq.
Class of Work(circle one): New (X) Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/pro sed structure(p) circle one): Commercial Residential
If an existing struer.0are,is a fire spriler system installed?(Circle one): Yes No(X) N YA
Florida Product Approval#
For multiple products use product approval form
Describe in detail the type of work to be performed: Construct 4/2 single family home
Property Owner Information:
Name: Beaches Habitat for Humanitv Address: 797 Mayrion Rd
City Atlantic Beach State FL ZIP 32233 Phone#904-241-1202
E-Mail or Fax#(Optional)#904-241-43 10,ridetimurnAbeacheshabitat.org
Contractor Information:
Company Name:201 Mayport Construction Management,LLC Qualifying Agent: Robert Peterson
Address: 2768 State Rd.AIA#701 —City Atlantic Beach State FL Zip 32233
Office Phone 904-595-5798 Job Site/Contact Number 904-334-1202Fart#
State Certification/Registration#CGC1506666
Architect Nam &Phone#
Engineer's Name&Phone#
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Leader Name and Address
Application is hereby made to obtain ap_emit to do the work and Installations as indicated. I certify that no work or installation has commencedprior to the
issuance ofapeparit and that all woo*will bepTr ad to meet the standard,ofall laws i egulating mus"eturn in dusjurinfiction. Thispetomir becomes mull
a-
Ld-idea c " goded or abandonedfor aWeriod ofsi%)months at any time after
rkia �wdrk maks..,iftamnorrefirm.r.okissu,
andanced I understand that separmopermits must be accuredforElessyrie. Work,Plumbing,Signs, elleArnals, sumareslitailars,11eatesr,
Tanks andAir Comfififimers,eda�
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 SZUR NOTICE OF
COMMENCEMENT.
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lip me to i to ra ra
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"ore
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P yurms of any - ra scale,or are au, afto oce e
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Nam Print N. e
Swoln to and subsqnlVd before me Swo t and subscribed before me
thotp�-Day of .200 this May of 2zz
Nota KYLtWARAY 0 a p Re, [if LE-MU7RRAY
Public go of Florida lirrxnyp� Stile 01 Florick Ased 01.26.10
rapi,
Coupponfir M 0 fF 941841 Commission 0 FF 941841
11
my Comm.Expires Apr 2 2020 My Comm Expires Apr 2 2020
ed
hadrallborald sides my,as] Boxclulthrouse MOWN Notary Assn
Notary st
CITYOFAT N-nCBEACH
LA
CONSTRUCTION PERMIT WITHIN CITY R
IGHTSOFWAYANOEA
11106RIMd
SEMENTS
PLEASE Z- AtWn ssd,.Fbfid.=�, ��9042Nft= �
8US"' F" 90�247-,W
"�*CONPLETESIFM OF PLANS WITH APPLICATI()N.
Date—
JDbAwldm��-, �!�
I n
PEftnr#
ISSUEDBYTHECITY
Peanits"I
dmss'�--+ 4
P0nMltaeA'Y-- ej,' Te"One
Requesting p . I Vt
e"ISSIOn to Construct V
I-Ocaff'n: (Reference to crasesheall 1,�ki
Applicant declanes that pp
br to fifing thie
both aerial and undargm.d and the awo application he h
urate locations a as ascertained the location of all udsil
A Letter of Notification"s Mailed to the followin IS 6ha"on the sketches. ng Wrlies,
Jack, 1 9 U11fitlWMumcipalites:
OWIle Electric AtIthOrity
Bell South Telephone Camp.
Fwmlf Gas ny Yes, ) NO ( ) Date:
Comcast Yes( ) No ( ) Data.
Yea( ) NO ( ) Data.
Z Wh8n7ver necessary for the cons, Yea( ) No ( ) f)ala�
alle,atim,or ralocation of all or truclJPn, repair, imp,,,M,n
Work', any or all of S.1 ' aM POMOn Of Said street or eas t maintenanca are
hereunder shall be imm d polas I..a . ement as and efficient operation
Wiataly ' I PIPOS, cables or th determined by ft.L)Vector of Publ�
mqtJIrSd by the Direct,, Of publi mmo�aal from said street or ar isol"fies and sPPLNtenanoas
authori"d. c Woft �sBrnant or mW authorized
3. All "rk shell , and at the aMese of it, parrnta' 'or relocated hereon as
performed Indmeet C4 Of Atlantic nless reimbursement I.
er ft supenrision, Basch or Florid 0
4. SuPeftendent)located at of ) apartment of Transp,rtfia, Sja�d.ni
All -19 S and be
Of -(ContmOb". Project
materials and quipm.m"AUNII be 4au
Id to In
All C4 Prop"shah be restored to - vt��nTiien
S. A sketch, Is Original condition I.he ph:,
and the manner satisfactory he DIrectm-OfpUbliC Works M.hln.-Wn
6. gas.
Df plans to the city. r as P"IffCal. in keeping ith city P,,ffl"
covering details of iiOns
Part Of this permit Calculation,sh this Installation as velf as
11111111. rw Owd I 1 11
7. 01 w t I I I an , f ' a copy of a recent su'V'y'hall be Made a'
This penal 0 1 am to be,Included Rh h I—Ell lbase In I
ae Shal;comMen a Ifcafion� M Ous area on own ro lot or in the Olt
More than do days from da a n I I YAM
P�bljc Woft to make S,M rie Of permit p "a days Ifthebag.
I n
It Is old an a nave in I III& pemit 'I'th
Cvs * I d p at would affect th me uirector of
an jr, stin a in t out am "ParmfitBd c0rlstructbr�.
times, a n be granted only to the
a all a an n a by the holder,and the Holder,011. at.11
against Q , a u Went of the
an all loss. a a sav ar less the
exercis rO a, h any manner Of the wanj.,
9. 1 of a er a aria City of Aflantic Beach jrOM ad
The Dim of 111; 0 s an PH I as-
Immedi. I I on I n. not ad en - or (24) boom prior to slarhn Or attempted
0 WNER ii���
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FM Or-fly Kr�:X
4 /6
NOTICE OF COMMENCEMENT OFFICE COPY
State of orida Tax Folio No.
County of Duval
To Whom It May Concern:
The undersigned hereby informs You that improvements Y411 be made to Certain real pmperty,and in accordance with Section 713 of
the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT.
Legal Description of property being Improved:26-50 17-2S-29E.1 2 Ed Smith SID
Address of property being improved: 1519 Jordan St.,Atlantic Beach Fl.32233
General description of improvements:Construct new one stom.Single family home R bed 12 bath)
Omer. Beaches Habitat for Humanity Addresss; 797 Maryoort Rd. Atlantic Beach.FIL 32233
Owner's interest in site of the Improvement: 100%
Fee Simple Titleholder(if other than owner):
Name:
Contractor:Beaches Habitat for Humanity
Addressy:797 Mavoort Rd., Atlantic Beach, FIL 32233
Phone No.: 904-241-1222 —Fax No.: 904-241-4310
Surety(if any):
Address: Amount of bond$:
Phone 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 Rodda,other than himself,designated by owner upon whom notices or other documents my be
served
Name:
Address:
Phone No.: Fax No.�
In addition to himself,owner designates the following pawn to receive a copy of the Lisnor's Notice as Provided in Section
713.06(2)(b),Florida Statues. (Fill in at Owner's option)
Name:
Address
Phone No. Fax No.:
Expiration date of Notice of Commencement(the expiration date is one(1)year form the date of recording unless a different date is
specifie#
Warning to owner: Any payments made by tha owner after the expiration of the norce of tommenciament am considered improper
payments under Chapter 713,Part 1,Section 713.13 Florida Statutes,and Can result in your paying twice for improvements to your
property. A notice of Commencement must be recorded and posted on the job site before the first inspection. if you intend to obtain
financing,consult with your tender or aftenney before commencing work or recording your notice of commencement.
THIS SPACE FOR RECORDER'S USE �R
Dgn� at.
Si
f.�
Is m
Be M1 this day of—:Al,;,n�CouV
!2!y otuval,
State of Florida,has personally aippeared]LD41��-
Notary Public at Lar9q,State of Flojide,Qouptyof Duval
D,c#2016116560,OR BK 17572 Page 760, My Commission expires:
NuroxxPagas I Personally Known: or
R�id�M,2�16,t 10.14 AM.
Ronne Fu.11 CLERK CIRCUIT COURT DUVAL Produced Identification:
COUNTY
RECORDING$10.00
u
Nouxy ZbL1l`t`x
G,,,,hsWn OF 941
My C",E.Virn,Apr 020
OFFICE COPY
DO NOT MUTE BELOW- OFFICE USE ONLY
AppliFable Codes:2010 MAIDA B UILDINU(;UDP-
Review Result (circIe one):
Approved Disapproved Approved w/ Conditions
Review Initials/Date: /711 41-1-7
Development Size
Habitable Space /?35-s. Non-flabitableaT
Impervious area
Miscellaneous Information
Occupancy Group #?- 3
Type of Construction V L5
Number of Stories
Zoning District
Max. Occupancy Load
Fire. Sprinklers Required
Flood Zone X
Conditions/Comments:
OFFICE COPY
DEC 1 9 2016
2016
Mr. Dan Arlington
Building Official
City of Atlantic Beach
800 Seminole Rd.
Atlantic Beach, FL 32233
Dan
Attached are the following materials in support of Beaches Habitat application for the
building permit :1519 Jordan Rd.(new 4/2 single family, I-story home), COAB,
32233
1) One(1) copy of the Building Permit Application each unit
2) Two(2) copies of roof truss plans
3) Two(2) copies of HVAC Energy Sheets
4) Two(2)copies of the Florida Product Approval form
5) One(1) copy of recorded Notice of Commencement
6) One(1) copy of letter to Kayle Moore regarding fire sprinkler/irrigation systems.
7) Five(5)copies of the Construction Management Plan
8) Two(2)copies of architectural plans
9) Two(2)copies of structural engineering plans
10)Five(5)copies of civil engineering plans
I I)Two(2)copies R.O.W. Permit
Please let me know if my additional information is required. Thank you,
Sincerely,
(�2�eterson,
Construction Director
904.334.1202
attachments
OFFICE COPY
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OFFICE COPY
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Pi Name- HABITAT-4 BEDROOM HOME-REV Builder Name. BEACHES HABITAT
Streaut 1519 JORDON STREET PermitOffice: DUVALCOUNTY
City,State,Zip ATLANTIC BEACH ,FL.32233 permit Number:
C.ne'! Jurfuliction 261300
Design Loudon: FL,Jaclaronville County:: DUVAL(Florida Climate Zone 2)
1. New consinlotion or existing New(From Plans) 9. Warillf,,as(1242.7 Kill ,ulnfio� Area
2� Single family or multiple family Multi-family a.Frannie-Wood.Exterior R-130 1242 70 ftf
b.N/A R=
3. Number of units,If multiple family 1 c.N/A R= IF
4. Number of Bedrooms 4 d.NIA R= IV
S. Is this a worst case? No 10.Calling Types (1335.0 erift.) Insulation Area
a.Under Atto(Vented) R=313.0 1335.00 W
S. Conditioned!floor a..above grade f?) 1335 b.N/A R= fV
NIA R= fir
Conditioned floor ares, x1ow grade(W) 0 11 o D*uclus R IF
7. wedows(127.8 sqft) Descriptiort Area a.Sup:IstFinuor,Ret,lstRoorAH:IstRoor 6 115
a. U�Fsotcr, Del,U=0.33 118.75 lP
SHGC SHGC�.M
Is. U-Factor. Dbl,U=0.33 9.m fP 12. mg a r r ncy
SHGC SHGC=0.20 :15.00
Centel II I
fP
c. U-Factor, NIA
SHGC: 13. asking ency
d. U-Faclor, WA Electric I rup JAN 2 0 201130 111H 8.50
SHGC:
Aree Weighted!Average Overhang Depth: 2.879 ft.
Area Weighed!Average SHGC: 0.219 14.Flot water s m
B. FloorTypes (1335.0 sqft.) Insulation Ams a.Elactric
a.Slato-On-Graile Edge Instileflon R-D�O 1335.00 ft' b. Corvervation features EF:0.920
b.WA R= 112 None
c.NZA R= ft2 15 Creurts Fred
Glass/FlwrArea: 0.096 Total Proposed Modified Loads: 37.31
Total Baseline Loads: 38.50 PASS
I hereby certify that the plans and specifications coveradil by Review of the plans and 'rill S
this calculation am in compliance with the Florida Energy specifications cowered by this
Code. calculation indicates compliance
PREPARED BY' J FERNANDEZ(ESIGN) with the Florida Energy Code.
Before construction is completed
DATE: 012017 this building will be inspected for as
ourniplaince with Section 553.908
I hemby cluffify that this building,as designed,is In compliance Florida Starturters.
with the Florida Energy Code. OWE
OWNERIAGENT, BUILDING OFFICIAL:
DATE: I r,.)— DATE: — /--� —1
Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualiffies,as
certified factory4eated In accordance with R403.2.2.1.
Compliance requires an Air Baffler and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage
last report in accordance with R402.4.1.2.
1/912017 3 14 PM EnergyGouge@ USA-FlaRes2o14 Section R405.4.11 Compliant Software Page 1 of 4
I I
FORM R405-2014
PROJECT
TdW HABITAT-4 BEDROOM HO Beanooms: 4 Mdhess Type: Stmet�nass
BuiWing Ty,,e: User Condiflone,J Area 13M Lot#
Owner Total Ston": I BlocluSubDorwoh
#of Uhft: I Worst Case: No PlatBoolk
Buider Name BEACHES liABITAT Rotate Angle: 0 Sanest: 1519 JORDON STREE
Pennit Offi. DUVAL COUNTY Chose Ventilation No County: DUVAL
J.fisdiction: 261300 Whole Home Fen: No City,State.Zip: ATILANITlC BEACH
Family Tyl,e: Multi-family FL, M233
�Exisfing, Nw(Fhom Plans)
Comment:
CLIMATE
IECC Design Temp IM Design Temp Healing Design Daily Temp
v Design Locaticin TMY She Zone 97.5% 2.5% Winteir Summa� DellneeDays Moistuns Range
FL,Jaclosonville P.—JACKSONVILLE INT 2 32 93 70 75 1281 49 Medlunn
BLOCKS
Number Name Anne Volume
I Blwkl 1335 10680
SPACES
Numbw Name Am Volume Kitchen Ocou,oants, 8wha,me lnfl ID Finished C� fleash!
1 14 Floor 1335 113680 Yes 4 4 1 Yes Yes Yes
FLOORS
V 0 Fl.Tjj. Spam Perimeter R-V.l. Anne Tim tv� Carpd
I SIV�On-Ghaaaa Edge Insulatio IV Floor 190 ft 0 13M IF 02 0 0.8
ROOF
Roof Gable Roof Solar SA E.1fi EmW Dock Pitch
V # TyM Matenals Area AV, Co. Abr Tested Tesbul Inl. (ft)
I Gableorshwl Compositilimshingles 1407W 222 W MVJium 0.85 No 0.9 No 0 18.4
ATTIC
v # Type Ventilation Vent Rabo(I in) A. RBS IRCC
I Full affic Vented 300 1335 IF N N
CEILING
V Getting Type, Spam R-Value Ins Type Anse Flaming F.c Thoss Type
— I Unftr Aft(Vemani) 10 Floor 30 Ban 13M fle 0 wooil
11912017 3 14 PM EnorgyGsul,90 USA-FlaReS2014 Sedion R4(l5.4.1 Complaint Sofinsans Page 2 of 4
I I
FORM R405-2014
WALLS
v Adjacent Sheathing Framing Solar Below
lr� Vied,Type Soa- ' %"'.
- 1 W Errteficr From-Woot lst Fluor 13 12 2 8 97.3 IF 0.23 0.75 0
-2 S Estenor From-Wooi IstRoor 13 3 0 8 24.0 W 0.23 0.75 0
-3 W Extenor Frame-Wcoo tat Fluor 13 17 2 8 137.3 W 0.23 0.75 0
-4 N Esterior Fourns,-Wood let Fluor 13 48 4 8 386.7 W 0.23 0.75 0
-5 E Exterior Fra.-Wooj 1 at Fluor 13 29 4 8 234.7 112 0.23 0.75 0
-6 S Estedor Form-Wool 19 Fluor 13 45 4 8 362.7 f? 0.23 0.76 0
DOORS
V It Dens Door Type Space Stourns U-Value wift Heignt Am
Ft In Ft In
- I IN Insulated tat Floor None .46 3 6 8 20 W
- 2 E Insulaffirs! let Fluor None .46 2 8 6 0 17.8 Its
- 3 8 Insulated let Fluor None AS 3 6 8 201P
WINDOWS
Orientation sixren Is Me amerij.Promised amenstation.
Wall Owmang
v # Ond ID Fraim Penes, NFRC U-Pactor SHOC Awe Depth Se"nifien lot Shade Screening
- I W I Vinyl Double(Clear) Yes 0.33 022 20.0 fti 81101n 14 0 In Drapeewbi None
- 2 W 3 Vinyl Double(Clear) Yes 0.33 0.22 20.0 112 6 it 0 In 1 It 0 In DrapesIblind. Nom,
- 3 IN 4 Vmyl Double(Clear) yes O.W 0.22 11.3 1? 1 ft 0 in 1 it 0 in DoiIesliblind. None
- 4 N 4 Vinyl Double(Clear) Yes 0.33 0.22 11.3 it' Ift0lo Ift0ire Dra,,esiblind. None
- 5 N 4 Meryl Double(Clear) Yes O.M 0.22 11.3 IF I it 0 in 1 It 0 in DrspesAbfinds N.�o
- 6 IN 4 Vinyl Couble(Clenn) yes 0.33 0.22 11.3 IF I ft 0 in 1 it 0 in Drenes/bind. None
- 7 E 5 Vinyl Double(Clear) Yes 0.33 0.22 11.3 W 1 ft 0 in 1110in Draieesiblind. None
- 8 E 5 Vinyl Double(Clear) Yes 0.33 0.22 11.3 IF I it 0 In I It 0 in Derioesmlinds None
- 9 S 6 Vinyl Double(Clear) Yes 0.33 0.22 11.3 f? 1 A 0 in I It 0 in Drapesliblind. None
- 10 S 6 Mnyl Doubla(Cless) yes On 0.2 4.5 if I It 0 In I ft 0 in Drapeablinch; None
- 11 S 6 Vinyl Double(Clear) Yes O.M 0.2 4.5 W I It 0 in lit0in DraposriblencJs None
INFILTRATION
IN Soops lAsilued 81-A CFM W ELA Eql-A ACH ACH 50
1 moishouse Propeclard CFM(SO) .1 .00 '01 0000 OW3
HEATING SYSTEM
# System Type Sulslyx, Efficiency Calber-ty Bled, Ducts
I Electric Meet Purnp None HSPF:8.5 30 kliturn syssil
le92()I 7 3 14 PM EnertyGauge0 USA-FlaRes2014 Section R405.41 Cornpilant Software Page 3 of 4
FORM R405-2014
COOLiNG SYSTEM
V # System Type Subtype, Eftensy Capacity Ar Flow SHR B1kx,k Duois
I Central Unit Split SEER:15 31) kBtu4w No oln, 0.76 1 $"#1
HOT WATER SYSTEM
V 0 Stoma TYPO SubTye Location EF Cap Usa Swat consennston,
I Electric None lstFlwr 092 40 gal 60 gal 120 deg None
SOLAR HOT WATER SYSTEM
VFSEC Collector Sursage
Ckwt # Cornpany Nam System Model# C0116Cks Model Is Area volum, FEF
Nam None IV
DUCTS
—supply— --Return— Air CFM M CFM25 WAC If
Is Location R-Val. Area 1-ocallon Am Leakage Type Hardier TOT OUT ON RLF Head Coal
I IV Floor 6 Il5ft2 IgFkw 68112 Del Leakage tat Flow (Dreflaull) (Defauft) I I
TEMPERATURES
ProgramableThernallitat Y GeNing Fens:
cooling Jan Fels Mar MAr MMay �Ju pJ NSa Oct
Heatm i Me J n ul Aug N. MDec
J:n Feb me Apr y Jun Jul Aug Oct ov Dec
Dec
venu%g M n 0 Feb Aix May un Jul Aug MN
Oct N.
IttleamoshatSeltedule FloricesCode2014 Hours
Sonedule Type 1 2 3 4 5 6 7 a 9 10 11 12
Cooling(VID) AM 75 75 75 75 75 75 75 75 7 75 75 75
PIM 75 75 75 76 75 75 76 75 755 75 75 75
OsaIN,(WEH) AM 75 75 75 7 75 75 75 75 75 75 75 75
PM 75 75 75 755 75 75 75 75 75 75 75 75
Hearing(WD) AM 72 n 72 n 72 72 72 72 72 72 72 72
PM 72 72 72 n 72 72 72 72 72 72 72 72
Heating(WEN) AM 72 72 72 72 72 72 72 72 72 72 72 72
PM n 72 72 72 72 72 72 72 72 72 72 72
1W017 3 14 PM EnergyGauge&USA-FIOR�14 SeWon R405,4,1 Compliant Software Page 4 of 4
FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 97
The lower the EnergyPerforrmance Index,the more efficient the home.
1519 JORDON STREET,ATLANTIC BEACH , FL, 32233
1. Neas comdruction or existing Nea(From Plans) 9. Wall Types Insulation Area
multi-farmly, 8 Frame-Wood,Exterior R=13.0 1242.70W
2. Single family or multiple family 1.N/A R=
3. Numt,er of units,ff multiple family 1 c.WA R=
4. Nurroor of Bedrooms 4 d.N/A Rv ft'
1O.CellintiTypes, insulation Area
5. Is fts a"nat on"? a.Under Auk,(Vented) R=30.0 1335.00 W
6. conditioned!floor area(W) 1335 It.NIA R=
7. Windsaw" Description Area c.WA R=
11.More R W
a. U-Factor Dbl.U=0.33 118.75 ft' a.Sup:let Floor,Ret: 19 Floor,AH:Ist Floor 6 115
SHGC: SHGC=0.22
b� U-Factor. ON.U=033 9.00 ft-
SHGC: SHGC=O.M 12.cooling systems WhAr Efficiency
c. U.F.=, WA a.Central Unit 30.0 SEERA&W
SHGC:
d. U-Fackor WA ft2 13.Resting systems kBtuAx Efficienct,
SHGC: a.Electric Host Pump 30.0 HSPF:8.50
Area Weightedl Average Ovemang Deloth: 2S79 ft,
Area Weighted!Average SHGC: 0,219
8� Floor Types Insulation Area 14.Hot water systems cap:Q gallons
a.Slab��Gmde Edits Insulation R=0.0 1335.W W a.Electric EF-OS2
b. N/A R= lo. Consewationi features
c.N/A R= None
15.Credits pawl
I certify that this home has complied with the Florida Energy Efficiency Code for Building jjiE 57411,
Construdon through the above erairgy saving features which will be installed(or exceeded) . - 4PQ
in this home before final inspection. Otherwise,a new EPL Display Card will be completed Ike Z6
based on installed Code compliant features.
Builder Signature: —'s4V Date:
Address of New Home:
City/FL Zip:
-? WE
*Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient
mortgage EEM)incentives if you obtain a Florida Energy(Gauge Rating. Contact the EnergyGauge Hotline at(321)
638-1492 or am the EnergyGauge web site at energygauge.corn for information and a list of certified Raters. For
information about the Florida Building Code,Energy Consewation,contact the Florida Building Commission's support
staff.
**Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
11912017 3:14 PM EnergyGauge(ID USA-FlaRes2014 -Soo,tion RQ5.41 Cornpliant Software Page i of I
FORM R405-2014
Florida Department of Business and Professional Regulations
Residential Whole Building Performance and Prescriptive Methods
ADDRESS: 1519 JORDON STREET Permit NUmWr:
ATI-ANTIC BEACH ,FL.322M
MANDATORY REQUIREMENTS See individual code sections for full details.
13 "1.3 Energy Performance Level(EPL)display card(liandarturrit. The building official Shall require that an Smarty Performance level(EPIL)
display card W completed and cartiffied by We builder to W accurate and coined before final approval of Me Wii for occupancy.I'lorkm law
[Section 50.9N5,Florlds Statues]requires Me EPIL display cari k, W induced as an addendum 0 each miss contract to,With presold and
nonpresoki residential buildings.The EPL display card contains information Indicirfing the energy perfichnnuence love and effickences of components
Installed!In a dwelling unit.The building official shall verify that the EPIL display cand completed and signed by the builder accurately rebates Me Paris
and sIxicificirbons submitted to demonstrate compliance for Me Wilding.A copy of the EPL display cand can N found in Appendix C.
R402.4 Air leakage(Mandatory). The building theminal envelope shall W constructed W limit air leakage in accordance with the requirements of
Sedcos R402 I through R402.4.4
0 R4024.1 Building therminal onvalops. The buttfingthermal erivelope shall complyradfift SeclionsR402 4.1.1 ON RxIO2.4.1.2.The
Sealing methods thebseen dissimilar mahmals shall allow for diffimunfial ex,pansion and oortradion.
R402A.1.1 Installation. The components of Me Wilding thermal envelope as listed kl Table R402.41A shalt W Installed In
accordance with the manufacturers Instructions and Me made listed In Table 402.4,11,as applicable to the method of construction.
Where required by the code official,an approved WnJ party Shall Inspect all components and verity compliance.
R402.4.1 I Testing. The building or densfing unit shall be tested and veriffied as having an air leakage rate of notexceeding 5 air
changes Par hour In Climate Zones I and 2,and 3 air changes Par hour in Climate Zones 3 through 8.Testing shall the conducted with
a blower door at a PM55UM of 0.2 inches w.g.(50 Pascals).Whom required by Me code official.leStung shall be conducted by On
approved Mind party.A written haport of the results of Me test shall�signed by Me party conducting the test and provided to the coce
official,Testing shall be performed at any time after mission of all Ponemstions,of the building thermal envelope
During testing:
1.Exterkir windows and doom,fireplace and slow doom shal be closed,but not sealed,beyond the intended smathersopping or
other infiltration control mossures;
2.DanPem including exhaust,intake,makeup air, backdraft and flue dampers shall be closed.but not$0810 beyond intended
infiltration conlrol measures;
3,Interior dom,if installed St Me time of Me last,Shell W o,pen;
4.Exterior dome for continuous ventilation systems and beat recovery ventilation;shall W closed arid Sealed!;
5.Heating and cooling systems,9 Installed at the time of Me test shall be turned off;and
6.Supply and return registers,if installed at the term of the test,shol W fi,fly open.
0 R"2A.2 Fireplaces.blew wood-Imerning Misplaces shall have fight-fifting flue dampers and outdoor combustion air
0 R402.4.3 Fenestration air leakagelyAnklows,skylights and slicing glass dome shall have an air infiftbution rate of no mom Man 0.3 chn
per square Imin J1.5 Uslm2),and Swinging doors no mum than 0.5 chm Par square hoot(2.6 Ushr2),when WSW acconfing W NFRC 40D
AA1hAVVDkAAJCSA 101 AS.VA440 by an accredited,independent laboratory and listed and lateled by Me manufacturer
Exception: Site-built wavionw,skylights and doors.
0 R"2.4.4 Recessed 119hiling. Recessed luminaires instafted in Me building thermal envelope simil W sealed to limit air leakage
betamen conoffionehl and unconditioned Spaces.Mi recessed lummatines shall W C�atsdl and IOWW as having an or leakage raw not
more Man 2.0 dro(0.944 Us)when Worst in accordance with ASTM E 283 at a 1.57 psf(75 Pal pressure differential.Mi recessed
luminaires shot be sealed with a gasket or mull,behamen the housing and the sularior wall or calling covering,
R403.1.1 Thermostat provision(Mandatory).At least one thermostat shall W provided for each separate heating and cooling system
ROM13.1.3 Heat Wrap supplementary heat(Mandatory).Hoot Pumps having supplementary eledric-musedusinks heat strall have controls
that,extept during defrost,prevent supplemental heat operation when the beat Pump compressor can meet Me Ifteakin,load
R403.2.2 Sealing(MandatoryRill ducts,air handlers,and fifter boxes and builcing cavitess Met to"Me primary air containment
passage""for air distdWbon systems Shall W considered ducts and Plenum chambers,slyall W constructed!and Sealed in accordance
with Section 0103.2.7.2 of the Commercial Provisions of this code and shall be shown to meet dud tightness others by post-constrinction
or hough-in testing thelow.
Dud tightness Shall be verflied!by testmg W Section 803 of Me RESNET Standards by either an energy rater dermand in accordance with Section
553.99,Florida Statutes,or as authoribei by Florkla Statutes,to W'5ulbstantliftly leak fme�by either a Me following:
1� Post�constnudon lost:Total leakage shall W less Man or equal k,4 chn(113 Umin)Par 100 Square feet(9.29 m2)of conditioned floor area
when tested at a pressure differential of 0.1 mass w.g.(25 Pal achous the entire system,Inducting Me manufactures air handier enclosure.All
Wister boons shall W taped or ofivervess,seeled during the test.
2, Rough-in me:TOW leakage Shall be less than or equal to 4 She(113 L/Min)Par I N square feet(9.29 m2)Of conditioned floor am$when tested
at a pressure differential of 0.1 Inches w.g,(25Pa)across Me system,including Me manufacturers air handier enclosure.MI registers shall W
laped or otherwise sealed during%a test.If Me air handier IS not installed at Me time of the test,local leakage shall W less Man or equal to 3 cron
(85 Union)per I DO square fast(9,29 m2)of conditioned!floor area,
Exceptions:
1. no total leakage last is not required for ducts and air harximes located entirely wiftin the building enonelo,pe,
2� Dud testing Is not rearcialor,for buildings complying by Section R405 of this code,
102017 3:14 Plis EnergyGaugels USA-FlaRes2014 -Swim R405.4.1 Cmi Pagel of3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
13 PA03.2.3 Building Casiftles(Mandatory).Building framing cavities shall not ths,used as ducts or plenums.
13 11,103.3 Mechanical system piping Insulation(Mandatory). Mechanical system piping capable of carrying four above 1057(41'C)
or below 55-F(13-C)shall be insulateol to a minimum of R-3,
Rii Promotion of piping Insulation.
0 R40i Circulating hot water systems(Mandatory). Circukining hot water systems shall W Provided with an automatic or readily
accessible manual witch that can turn off the hot-water emulating pump when Me system Is not in use
[3 11403.4.3 Host trapre(Mandatory). Storage water heated,not equipped verb integral hear traps and having verical pipe does shall have
heat traps installed on both the inlets and outlets.Extermul beat tralps shall consist of editor a commenciall available heat Ing,or a
downward and upward bond of at least 3'A inches(89 meh In the hot water distifthudon line and wid water line locadi as close as possuble
to Me storage tank.
13 R403.4.4 Water heater off clencies(Mandatory).
0 lit"i Storage water heater temperature controls
R40i Automatic cooddroh, Service water loading system shall be equipped with automatic tern,perstude comments
capable of adjustment from the lowest to Me highest acceptable tem,demWm settings for the interided use.The minimum
temperature setting home shaft be from I 00-F W 140'F(38'C to 60'C),
11401 Shot Mason. A separate witch or a clearly marked!circuit threaker shall be provided!to pernift the pdaver supplied
to electric service systems to be tumed!off,A separate valve shall the provided to permit the energy supplied W the Main nurnerts)
of combustion types of serace water heating systems to be turned off.
0 11403,11A.2111firiouloodingoquipment. Water heating equipment installed!In residential units shall meet the minimum efficiencles,of
Table G404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Fircovisions,W Me Mm of equipment installM.
Equipment used to provide heating functions as pan of a combination system shall satisfy all pound requirements for the appropriate sister
heanning,category, Solar water hicaters shall met the efforts Section R40i�
11401 Solar water heating systems.Solar systems for domestic hot water production am Who!by Me annual near energy
factor of the system.The enter energy factor of a system shall the determined from Me Florida Solar Enemy Center Didectori,of
Certified Solar Systems.Solar cofleccon;shall ba,tested in accordance with ISO Standard SON,Test Methods ter Solar CoNectors,
and SRCC Standard TM-1,Solar Domestic Hot Water System add Component Test Protocol,Collectors in insi sets,water
heating systems should meet the following criterm
1. Be installed!with a Oft angle between 10 degrees add 40 degrees of the horizontal;and
Z Be installed Wan onentationwifthin 45degmes oftous,south,
R403.5 Mechanical ventilation(Mandatory). The building shall the proviihod with ventilation Met missile Me micusements of the
Fields Building Code,Residemal or Florida Building Corfu,Mechanical,as applicable or with other approved means of verdbfaffiftdn�
Outdoor air intakes and exhausts shall have automatic or gravity Winners that close when Me ventilation system is hot opendfing.
[3 11403.6 Heating and cooling equipment(Mandatory). The following sections am mandatory for cooling and heating equipment.
0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be saded in accordance with ACCA Manual S ciand!on Me
equipment loads calculated in accordance with ACCA Manual J or other approved heating add cooling calculation methodologies,
based on building loads for the duactional orientation of the Wilding.The manufacturer and model number of the outdoor add
indoor units(if split system)shall the subeniffind along with the sensible and WWI confing capsicums at the design conditions
described in Sudden R302.1.This code does not allow designer safety fackers,Provisions for future expansion x either sectors
which affect equipment subing.System sizing calculations shall not Include loads ematsid!by ocal intermittent mechanical ventilation
such as standard kitchen and bathroom edhaust systems.
R403.6.1.1 Cooling equipment capacity. Coding only equipment shall be selected!so that its total capacity Is net Was Man the
calculated total load,but not more than 1.15 times greater than Me total load calculated!according to the procedium,selected in
Section 403.6,or the closest available size provided!by the manufacturer's product lines.The corresponding latent capacity of the
equipment shall hot be Was than the calculated!totem lead.
1MI2017 3�14 PM EneqyGaugo&USA-FlaRes2014 Section R405.4.1 Corn Page 2 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
0 11,11413.0.1.1 Conalling equipment capacity.(continued) The published value for AHRI IntrIl camexty is a nominal,rating-test value and
shall not bei used for equipment siong,Manufacture*s expanded Performance data shall to used to select coofing-oftly equipment.This
selection shall be used to soled ockiling-only equipment This selection shall W based on Me outdoor design dry bulb tempumbim for the
load calculation por entering water tomperadurei for wat,scurce equipment),the blower cfm penvided by Me expanded Performance dam,
the design value for entering wit oub temperature and the clasign value for randering dry twela temperature.
Design volume for entering welt bulb and dry bulb temperance shall ber far the indoor dry bulb and relative humidity used for the bad
comflation and shall be adjusted for return side gains V Me return nudist is installed in an unconditioned pace
E.cepfiona;
I Attached single,and moultimlamily resicienfial equipment soung may the soleded 60 Met hi cooling capacity I.less Man the
calculateral total sensible load but not aw Man 60 percent of that bad.
2. When signed and Issued!by a Florda-i-Wistereal engineer,in aftached!angle,and mufti-family units,Me capacity of
equipment may bei used!in accordance with good design practice.
0 R03.6.1.2 Heating equipment capacity
• R403.6.1.2.1 Heat pumps. Heat pumps eluding shall W based on Me cooling requireftearrants as calculated according In Section
R403.6.1.1 and the heat pump total cooling capacity shall not W room Man 1.15 Sense greater than Me beegn cooling dred.
• M3.6.1.2.2 Elostric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure balanced in Section R403.6.1.
R403.6.1.2.3 Fossil fuel heating equipment. The ca"ofty of fossil fuel heating equipment with natural draft atmospheric burners
shall not the less ban Me design load calculated in accordance wilift Sockon R403.6.1
0 R03.6.1.3 Extra capacity required her special becausions. Resdandes requiring excess cooling or housing equipment capacity on an
intermittent basis,such as anticipated!additional loads caused by major entertainment events,but have equipment sized or conniftifted ki
prevent continuous space coding or heating within Mat space by one or more of Me following options:
I, A separate 000ling or heating syclem is utilized to provide coding or heating to the motor entertainment areas.
2. A variable capacity system sized!for oplimum performance during base bad periods he utilized.
0 R403.7 Systems serving multiple behilling units(Mandatory. Systems serving multiple meeting units shall comply with Sections
C403 and�N of the Commercial Prouslores in lieu of Section R403.
E3 R03.8 Snow malt system carbon,(Mandatory). Snow and ice-meffing systems,supplied through energy skervi In Me building,shall
Include automatic controls capable of shutting off the system when the pavement ternferature is above SWF,and no,precipitalton is failing
and an automatic or manual control that will allow shutoff"on Me outdoor temperature is above 0-F.
R03.9 Swimming pools,brignound spas and portable spas Ittlandati TIm energy requirements for residential poole and
inground spas shall be as specified!In Sections R403,91 through R403.9.3 and in scromancia with ANSIVAPSP-1 5.The energy
requirements for portable spas shall be in accordance with ANSIVAPSP-1 4.
0 R03.9.1 Pool and spa hearters. At pool meters shall be equippeol Win a readily acc,sausible tut-off switch Mat is mounted
outside Me heater W allow shuffir,off the header without aft1justing the thermostat sending.
R403.9.1.1 Gas and 011-1firecl pool and spa holders. All gais,and oft-fired!Pool and space heathers shall how a minimum
thermal efficency of 82 percent for heaters manufactured on or after APHI 16,2013 when tested in accordance wit ANSI Z 2156,
Pool hesters fireel by natural gas or UP gas shall not how continuously burning pilot lights.
RpI03.9.1.2 Heat pump pool Iftenters. Heat pump Pool heaters shall how a minimum COP of 4.0 whan tested in accordance
with AHRI 1160,Table 2,Standard Rating Comptions-Low Air Termperiatum.A test report from an independent laboratory is
required!to verify procedure compliance.Giscatinarefteal swifterning"heat pumps am not required to met this standard.
0 R403.9.2 Time switches. Time switches or other control method Mm can automatically turn off and on thereare and pumps according to a
preset schedule shall be installed on all iftecaters and pumps.Homers,pumps and motom Met how Wilt in timew shall W bramsed in
compliance with this equipment.
Exceptional:
1, More PuNic health standards require 2�lnour pump operations
2, Where pumps am required to operate sualm,and waste-heat-monvery pool heating systems.
3, Where pumps am powered!exclusively from on-she renewable gemination.
0 R403.2.310owers. Issued swimming pools and inground pentrearreently installed spas shall Ix,equipped!with a vapx�rehwndsnt coveron or
at Me water suffacs,or a liquid cover or other means proven to reduce beat loss,
]EIcception; Outdoor pools talking over 70 parosentof Me smugly for hearing from sfte�reccverecl energy,such as a heat pump or
solar energy source computed over an operating season
0 F1111404.1 Lighting equipment(Mandatory). A minimum of 75 pancent of Me lamps in permansaintly installed!lighting fixtures shall the
high-efficacy lamps or a minimum of 75 percent of pearaftraftenfly installed lighnng fixtunks shall contain only high officacy lamps,
Exce,otion: I-ow-vollutge lighting shall not W required In Whim lfthgft�fthcacy lamps.
0 R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning plan lights
R405.2 Prefformance ONLY. All duds not entirely inside the building thermal emeno,,e shall be ins.1hated to a minimum Of R-6.
0 R405.2.1 Performance ONLY. Callings shelf haw minimum insulation of R-19.Where single asishernlry of the expmed!deck and boom type or
concrete dock roofs do not how sufficand space,R-10 is allowed.
119=17 3 14 PM EnsurgyGaugel USA-RaRea,2014 -Section R4054A Com Page 3 of 3
FORM R405-2014 TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Pmje0 Name: HABITAT-4 BEDROOM HOME- Bunker Name BEACHES HABITAT
Street 1519 MRDON STREET Permit Offim: DUVAL COUNTY
City,state,?Jp: ATI-ANTIC BEACH ,P.,32233 Permit Number
Owner: Jurisdidion 2613M
Design Location: FL,Ja�ville
COMPONENT CRITERIA CHECK
Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope.
Exterior thermal envelope contains a continuous barrier.
Breaks or joints in the air barrier shall be sealed.
Aur-permeable insulation shall not be used as a sealing material.
Ceilinglattic The air barrier in any dropped ceiling/soffit shall be aligned with the
insulation and any gaps in the air barrier shall be sealed.
Access openings,drop down stairs or knee wall doors to unconditioned
aftic spaces shall be sealed.
Comm and headers shall be insulated and the junction of the foundation
Walls and sill plate shall be sealed,
The junction of the top plate and the top or exterior walls shall be sealed.
Exterior themmal envelope insulation for framed walls shall be installed in
substantial contact and continuous alignment with the air barrier.
Knee walls shall be sealed.
Windows,skylights and doors The space between window/door jambs and framing and skylights and
framing shall be sealed.
Rim joists Rim joists are insulated and include an air barrier.
Floons (including above-garage Insulation shall be installed to maintain permanent contact with underside
and canfileveired floom) of subfloor decking,
The air barrier shall be installed at any exposed edge of insulation,
Cramil space"Its Where provided in lieu of floor insulation,insulation shall be permanently
attached to the crawlspace walls.
Exposed earth in unvented crawl spaces shall be covered with a Clam I
vapor retarder with overlapping joints raped.
Shafts, penetrations Duct shafts,utility penetrations,and flue,shaft openings to extedor or
unconditioned space shall be sealed.
Narrow cavities Baits in narrow cavities shall be cut to fit,or narrow cavities shall be filled
by insulation that on installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spaces.
Recessed lighting Recessed light fixturee installed in the building thenruil envelope shall be
air tight, IC rated,and sealed to the drywall.
Plumbing and whing Safi insuleflon shall be cut neatly to fit around wiring and plumbing in
exterior walls,or insulation that on installation readily conforms 10 available
space shall extend behind piping and wiring.
Shower/tub on exterior wall Extedor"Its adjacent to showers and tubs shall be insulated and the air
barrier installed separating them from the showers and tubs.
Electricallphone box on The air barrier shall be installed behind electrical or opmMunicallOn boxes Or
air seeled boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall be
I sealed to the subAoor or drywall.
Fireplace An air barrier shall be installed on fireplace walls.Fireplaces shall have
I gasketed doors
1WO17 3 14 PM EnergyGauge&USA-FlaRm2O14 Section R405A.1 Compliant Software Page 1 of 1
wrightSoft Load Short Form Job: 4 BEDROOM MODEL
Date 0112017
Entire House By: JLF
FLORIDA AIR SERVICE & ENGINEERING
IN HILDEN RD MS.F'ONTE VEDRE,FL satin Rees:GDI�34696 EeaO FAEGENGINEERZON Web: COM
Project Information
For. 4 BEDROOM MODEL,BEACHES HABITAT
1519 JORDON STREET,ATLANTIC BEACH,FIL 32233
Design Information
Htg Cig Infiltration
Outside db(*F) 39 92 Method Simplified
Ints ide db I*F) 70 75 Construction quality Average
Design TO(*F) 31 17 Fireplaces 1 (Average)
Daily range - L
Inside humidity 1%) 40 50
Moisture diffensince,(grft) 16 58
HEATING EQUIPMENT COOLING EQUIPMENT
Make CARRIER Make CARRIER
Trade 2.0 TON Trade 2.0 TON
Model 25HBG624 Cond 2SHBC524
AHRI ref 8235657 coil FB4CNP025
AHRI ref 8235657
Efficiency 0.8 HSPF Efficiency 15 SEER
Heating input Sensible oacIng 18000 Bluth
Heating output 24000 Bbjh@47-F Latent�linig 6000 Btuh
Temperature riss 27 'F Total cooling 24000 Btuh
Actual air flow 800 cfm Actual air flow 8DO cfm
Air flow factor 0.037 cfim/BtUh Air flow factor 0.058 dWBtuh
Staflc pressure 0.50 In H20 Static pressure 0.50 in H20
Space themmostat Load sensible heat raflo 0.83
ROOM NAME Area Htg load Cig load Htg AVF C19 AVF
(112) (Bbuh) (Btuh) (chm) (chm)
BATH2 76 780 446 29 26
OWNERS 196 3170 2216 118 129
BED2 158 2200 15DO 82 87
LIVING 236 3425 1711 128 100
DEATH 62 539 189 20 11
BED3 161 2145 1469 80 86
KITCHEN 140 3626 2418 135 141
DINING 168 3485 2374 130 138
BED1 138 2118 1410 79 82
Calculations approved by ACCA to met all requinarnents of Manual J 8th Ed.
wrlghtSOft' R1,ht4SvftWurNeraa12015 15.0.17 RSUI3W 2)17�01n:33.11
AOItsofilIVACHABITAT-4BUDRDOWISIODEL-Mlee Qdo-MJ8 SWIMNFMS�: W pwl
Entire House 1335 21489 13733 800 800
Other equip loads 0 0
Equip.@ 1.00 RSM 13733
Latent cooling 1 2755
TOTALS i 1335 21489 16488 Boo 800
Calculations approved by ACCA to met all requirernents of Manuel J 8th Ed.
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+ wrighl Building Analysis J.b:, 4BEDROOMMODEL
Dal 0112017
Entire House By: JLF
FLORIDA AIR SERVICE & ENGINEERING
150 HILDEN RD",FaDNME WORE,FL M81 RW@:lllMal�% Email FAr@ENGlNl�WiViViaNOW11FIDDRIDAllill
Project Information
For: 4 BEDROOM MODEL,BEACHES HABITAT
1519 JORDON STREET,ATLANTIC BEACH, FL 32233
Design Conditions
Location: Indoor: Heating Cooling
Jacksonville Mayport Naval, FL, US Indoor temperature(*F) 70 75
Elevation: 16 It Design TO l 31 17
Latitude: 30*N Relative humidity 1%) 40 50
Outdoor: Heating Cooling Moisture difference(grillb) 15.7 58.2
Drybulb(*F) 39 92 Infiltration:
Dailyrani - 15 ( I I Method Simplified
AW bulb(" - 78 Construction quality Average
Wind speed(mph) 15.0 75 Fireplaces I (Average)
Component Bilihift? Btuh %of load
Walls 2.7 2066 9.6
Glazing 51.8 10509 48.9
Doors 0 0 0
Ceilings 1.0 1324 6.2
FIl 0.8 1095 5.1
.rlil 3753 17.6
Ducts 2742 12.8
Piping 0 0
Humidification 0 0
Ventilation 0 0
A tments 0
Tgjtu:
I 1 1 214891 100.01
Sill
Component BtuhM2 Btuh %of load
Walls 1.4 1090 7.9
Glazing 27.6 5597 40.8
Doons 0 0 0
Ceilings 1.7 2322 16.9
Floors 0 0 0
Infiltration 0.9 861 6.3
Ducts 3864 28.1
Ventilation 0 0
Internal gains 0 0
Blovirer 0 0
I lustments 0
T bill 1 13733]100.0
Latent Cooling Load=2755 Btuh
Overall Ul=0.133 Btuhlal
Data entries checked.
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wdghtsoft Duct System Summary Job: 4 BEDROOM MODEL
D.W: 011MIT
Entire House By: JLF
FLORIDA AIR SERVICE & ENGINEERING
15DHIUDENRD",�EVEDRE,FL32001M-904�2�96 �fl FAEGENGIMER,COMMb�.�UNFLOR�IR,WM
Project Information_
For: 4 BEDROOM MODEL,BEACHES HABITAT
1519 JORDON STREET,ATLANTIC BEACH,FL 32233
Heading Cooling
External static pressure 0.60 In H20 0.50 in H20
Pressure losses 0 In H20 0 in H20
Available static pressure 0.50 In H20 0.50 in H20
Supply/return available pressure 0.25010.250 in H20 0.250/0.250 in H20
Lc�st friction rate 0.250 in/100ft 0.250 lrJ1ODfi
Actual air flow 800 cfm 800 chn
Total effective length(TEL) 377 it
Supply Branch Detail Table
Design Htg Clg Design Diann HxW Duct Actual Ftg.Eqv
Name (Btuh) (DIM) (drn) FR (in) (in) Mail Ln(it) Ln(ft) Tnmk
BATH2 h 780 29 26 0.250 4.0 OXO VIFx 307.0 70.0
OMER$ c 2215 118 129 0.250 7.0 OXO VIFx 307.0 70.0
BEDI c 1410 79 82 0.250 6.0 OxO VlFx 307.0 70.0
BEW c 1469 80 86 0.250 6.0 OxO VlFx 307.0 70.0
BED2 C 1600 82 87 0.250 6.0 OxO VlFx 307.0 70.0
DOUNG 0 2374 130 138 0.250 7.0 OxO \AFx 307.0 70.0
WCHER C 2418 135 141 0.250 7.0 Ox 0 VIFx 307.0 70.0
LMNG I 111 121, 11 025100, 7:00, OXO VIF. 3D7.0 70.0
OBATH h 539, 20 11 0�2 4 0)(0 VIFx 1 307.0 1 70.0 1
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wri&twft Manual S Compliance Report Job: 4 BEDROOM MODEL
D-t. D12017
Entire House 13, JLF
FLORIDA AIR SERVICE & ENGINEERING
1WHILDEN RI)M.MONTEVEDRE.FL3MI E�11 FAECENGINEERZOMWeb WWMW"HFLORKmo1R�M
Project Information
For. 4 BEDROOM MODEL,BEACHES HABITAT
1519 JORDON STREET,ATLANTIC BEACH,IFIL 32233
Cooling Equipment
Design Conditions
Outdoor design DB: 92.GDF Sensible gain: 18186 Btuh Entering wil DS: 760F
Outdoor design WB: 78.0*F Latent gain: 2761 Btuh Entering Doll WB: 63.3F
Indoor design DB: 75.0*F Total gain: 20947 Btuh
Indoor RH 50% Estimated airflow: 800 chn
Manufacturees Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer. Carrier Model: 25HBC524A*030-FB4CNP025
Actual airnow: 800 elm
Sensible capacity: 18600 Btuh 102%of load
Latent capacity: 5500 Btuh 199%of load
Total capacity: 24000 Btuh 1115%ofload SHR: 77%
Heating Equipment
Design Conditions
Outdoor design DB: 39.0'F Heat loss: 18416 Btuh Entering coil DB: 69.4F
Indoor design DB: 70.0'F
Manufacturees Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer. Carrier Model: 25HBCS24A*030+FB4CNP025
Actual airflow: Soo elm
Output capacity: 24000 Bluth 130%of load Capacity balance: 32 *F
Supplemental heat required: 0 Btuh Economic halance: -99 'F
Backup equipment type: Elec,strip
Manufacturer. CARRIER Model: CE0501
Actual airflow 800 cfm
Output capacity: 5.2 kW 96%ofload Temp.nse: 20 'F
The above equipment was selected in accordance with ACCA Manual S.
2017��10 WMA9
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wr4htsoft Project Summary Job:, 4 BEDROOM MODEL
Date B 1/2017
Entire House By: JI-F
FLORIDA AIR SERVICE & ENGINEERING
IMMILDENMWB,MWE�DRE,FL�l�ne.��23�696 �814:FAECENGINEERCOM Web:WWWAORTHFI-Ou�RLOOM
Project Information
For:. 4 BEDROOM MODEL,BEACHES HABITAT
1519 JORDON STREET,ATLANTIC BEACH,FIL 32233
Notes:
Design Information
Weather Jacksonville Maryport Navel, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 39 *F Outside do 92 *F
Inside db 70 *F Inside db 75 *F
Design TO 31 *F Design TO 17 *F
Daily range L
Relative humidity 50 %
Moisture difference 58 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 15619 Btuh Structure 14249 Btuh
Ducts 2797 Btuh Ducts 3937 Btuh
Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Stub
Piping 0 Btuh
Equipment load 18416 Btuh Use manufacturer's data y
Rate/swing multiplier I.DQ
Infiltration E d g-!�>Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 1 (Average) Structure 11121 Btuh
Ducts 941 Stub
Heating Coolln? 0 Bituh
Area ffi2) 1335 133 E��itmml=nctf m1m)cl 4ZZB1--Btuh
Wunne,(fV) 12015 12015
Air chanrsihour 0.55 0.23 Eguipment tnhaL Load
�7 tuh
Equiv.A F(cfm) 110 46 Re—q-Fotal capacity at 0.80 SHR — im ton
Heating Equipment Summary Cooling Equipment Summary
Make Carrier Make Carrier
Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING
Model 25HBC524A*030 Cond 25HBC524A*030
AHRI nalf 9154943 Coll FB4CNP025
AHRI ref 9154943
Efficiency 8.7 HSPF Efficiency 12.0 EER, 15 SEER
Heating input Sensible cooling 19200 Btuh
Heating output - 24000 Bluh@47*F Latent cooling 4800 Btuh
Temperature rise 27 *F Total ling 24DDO Btuh
Actual air floev Boo c1nn Actual air flow 800 clin
Air flow factor 0.043 cfnvl3tuh Air flow factor 0.044 cftVBtuh
Static pressure, 0.60 in H20 Static pressure 0.50 in H20
Space thermostat Load sensible heat ratio 0.87
Calculations approved by ACCA to met all requirements of Manual J 8th Ed.
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Ad—dwl dr--g—d pl,m..It pla-&r
r -.—..d p�.--I
Builders
FirstSource
TOB PHO�:�SM 4MI
Tn7r F�:8�8M 4532
J��
PHO� �772 6100
F�:�772 1973
L6 T��
PHO�:813 621�I
F�:813 6M SM6
B�ches Habi�t
1519 J.�dan S�t
1594
6/6/2016 H 817283
PAUSER PRODUCT #'S 1630.2-1630. 10 — N/A NIA 817283
1
29-04-00
02
CJ03
T
05
T
0
05
16-07-12 1
29-04-00
MITEK P ATE PPROVAL WS�21972-2197.4, WEYER
29-04-00
ci
02
J03
J05
c
11-07-12 16-07-
6 29-04-00
MITEK PLATE kPPR )VAL PS 2137.2-2197.4,
m�
"LEI' OFFICE COPY
iTek'
MiTek USA, Inc.
RE: 817283- 6904 Parke Fast Blvd.
Tampa,FL 33610-4115
Site Information:
Project Customer: Beaches Habitat Project Name: 817283
LottBlock: Subdivision:
Address: 1519 Jordan Street
City: Duval State: Florida
Name Address and License#of Structural Engineer of Record, If there Is one,for the building.
Name: Paine, Lawrence A., PE License#: 21475
Address: 319 Oglethorpe Blvd.
City: St.Augustine State: Florida
General Truss Engineering Criteria & Design Loads(individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014[rPI2007 Design Prograrn: MTek 20/20 7.6
Wind Code: ASCE 7-10 Wind Speed: 130 mph Design Method: MWFRS(Envelope)/C-C hybrid Wind ASCE 7-1
Roof Load: 32.0 pat Floor Load: N/A psf
Floor Design Code:FBC2014frPI2007 Show nonconeurrent BCLL's
This package includes 16 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Job ID# Truss Name Date
I T8795959 817283 ciol 60016
2 T8795960 817283 CJ02 6/8/016
3 T8796961 817283 CJ03 6/8/016
4 T8795962 817283 CJ04 6/81016
5 T8795963 817283 CJ05 6181016
6 T8795964 8 7283 EJ01 6/81016
7 T8795965 817283 EJ02 60016
8 T8795966 817283 HJ01 6/81016
9 T8795967 817293 HJ02 6/81016
10 T8795968 817283 Tot 6/81016
11 T8795969 817283 T02 6/8/016
12 T8795970 817283 T03 60016
13 T8795971 817283 T04 618/016
14 T8795972 817283 T05 6/6/016
15 T8795973 817283 T06 6/81016
16 T8795974 817283 T07G 6/8/016
The truss dravving(s)referenced above have been prepared by MiTek z
Industries, Inc. under my dirrect superrvision based on the parameters 39380
pnovided by Builders FirstSource-Jacksonville.
Truss Design Engineer's Name: Alban!,Thomas STA
My license renewal date for the state of Florida is Febmary 28,2017.
NOTE:The seal on these drawings indicate acceptance of
professional engineering responsibility solely for the truss
components shown. The suitability and use of this component K W.393114)
for any particular building is the responsibility of the building Mff*Us0'1..H-Qft�
designer, per ANSifrPI-1995 Sec. 2. ""e"RWO June 8,2016
1 of I Albani,Thomas
MENNEN
MiTeV
Ill USA, Inc.
RE: 817283- 6904 Parke East Blvd,
Tampa, Fl-33610-4115
Site Information:
Project Customer: Beaches Habitat Project Name: 817283
Lot(Block: Subdivision:
Address: 1519 Jordan Street
City: Duval State: Florida
NameAddressand License#of Structural Engineerof Record, If there is one, forthe building.
Name: Paine, Lawrence A., PE License#: 21475
Address: 319 Oglethorpe Blvd.
City: St. Augustine State: Florida
General Truss Engineering Criteria& Design Loads(individual Tmss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014rrPI2007 Design Program: MiTek20/207.6
Wind Code: ASCE 7-10 Wind Speed: 130 mpb Design Method: MWFRS(Envelope)/C-C hybrid Wind ASCE 7-10
Roof Load: 32.0 psf Floor Load: N/A psf
Floor Design Code:FBC20I4/TPI2D07 Show nonconcurrent BCLL's
This package includes 16 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Twss Design Engineer and this index sheet
conforms to 61 GI 5-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Job ID* Truss Name Date
1 T8795959 817283 Ciol 6/M16
2 T8795960 817283 CJ02 618/016
3 TA�Sg?aj 117 3 6/81016
4 T 17JIR 8d84 6/81016
5 T8795963 817283 CJ05 6/81016
6 T8795964 817283 EJ01 6/8/016
7 T8795965 817283 EJ02
8 T8795966 817283 HJ01 U2118
9 T8795967 817283 HJ02 M/016
10 T8795968 8172a3 Tot 6/M16
11 TS7
71gS98 81�ffl T
T8J 6/8/016
T 6MM16
13 T8795971 817283 T04 6/8/016
14 T8795972 817283 T05
15 T8795973 817283 T06 =18
16 T8795974 817283 T07G 6/81016
%
The truss drawing(s)referenced above have been prepared by MiTek
Industries,Inc. mder my direct supervision based on the parameters
provided by Builders FirstSource-Jacksonville. 2
Truss Design Engineers Name: Allbani, Thomas
My license renewal date for the state of Florida is February 28,2017. Z
NOTE:The seal on these drawings indicate acceptance of .............
professional engineering responsibility solely for the truss I,,,, , q
components shown. The suitability and use of this component �k�PENOM
for any particular building is the responsibility of the building
designer, per ANSIITPI-1 995 Sec. 2.
June 8,2016
1 of I Albani,Thomas
Pam,
Scae=lli�
..m F1-2
2
1
LOULDING(Pill SPACING 2�0 Did. goc) um La PLAM GRIP
TCLL 20.0 Pass,Grip DOL 25 TC 0.12 2 240 NIT20 2"190
T DL 70 Luddlear DOL i25 13C gg, 1�
C -o do 2 Miii)9 180
KLL 0.0 Red Stess led, m m O.W Heri 4.W 3 we Was
yeal li'lle PT
WDL S'D Code FK2014ffPI20ff7 VVinght:6 Is FT-201
LUMBMr Blllbdcl�
TOP CHORD W SP N.2 TOPCHORD Strudel wedd h.thlIQ dawfly applied.1-14 do Pudida.
INDT CHORD W SP Nd.2 BOTCHORD Rigid cading caredby denied a 10�0 did,loned,dii.
[1117.
dw��tnaoo hxnrdslll� and midu#ad..thal
all
de a log.
in wan Slatilear
be hadd
RUCIII011di. ponsides) �l5�",5,�an�],�27M�niwi
Max Hom�45(!-C 8)
Max Uplil 8),�--27(!-C 1)
M.Gene�-1%gLC 1).�-15(!LC 3),�32gC a)
FORCES. (Ifle-Max Conrip.M.
111OWIll-
1)Who! ASCE 7-10:VulPil 30mph(�awodnl eet)V.0-101nigh;TCDL::4 2pe WDL=3,OW.W 51t:Can,11; Ell,C;E.I.,GCpi-Q 18:
MVVFRS(erwaldde)gable end zone and C C�wrki zons;C-C for hrombers and serves&~RS for mictions alhown.Wender
DDL=1.60 Piat,gnp DOL=I 60
2)This vues,he.been diesi,ed f.,.10 0 par Whom crom!ties deal honconc�rrant efth any otbar fi,ie loads,
3)-This new has been designed for a live lead a 20opsr on the lechohn chad in all areas adhere a hichongle�0 tal by 2-o-0 wide wall
ft bedween the bodon dh.W and ary chill evenfleer,
4�Rider tor gindens)for tress,W Vuss derrectons
5)PmWe eradinaridal conneolon(by others)of these 10 bearing defle migaidle of withdanding 100 11,UPM at Praia)3 except jh:Ib)
�-145,
8)'13,arrm-fighd pitchlowe" irl was'Member end fts,eroded was dead in tine andlyes,and died,of Mile truss
All,..-.,sy�,vi .—�.�oind� ....sainer, oid� ew, -'., R
bei,�.Ihl I.—-, s MITIM mr-m mi,Pmmlem si,� M,$I,,-,Idi�ldlll-ai,a-�
I-1-i.nr- 1.*she ii,,O-bd�&deer,P,mrwi—nd *,,ra,thl,dwon,r�
emo-imprm,ndp, Mil
...'I rw,w ...nii NeA Pri�E-all
T,,.,e
OW
4 1
4"
am F-2
2
4
2� CSL DUL an W) vw w PILATES GRIP
TCLL P=DOL 1.:26 TC 015 VatILL 400 24 91K) 2Q MT20 2WW
TCOL Luditter DOL 1.� BC 0, �O(TL� _l.1 �_a � led,
BCLL R"Strauss 1. YES m 0.00 Hw.(TL) 4.0) 3 aws Nis
KDL Code F8C2D1�G%)07 (Ki Womi 11 lb "-2^
LUIMBER. BAJyCPIGi
TOP CHORD 2x4 SP Nd2 TOPCHORD Shuchral s,00d Wasaffini,dinict,applied or�ad paifirts,
GOT CHORD 2al SP Na 2 BOT CHORD Rigid!caling ddacffy appidd oi,1�oc bmdM.
=s t1xd=1.mmm and bmdng
1d.=.4 hudy in socomance,asah Stitamliver
anansin:
REACTIONS.
Max Harx�73(1.0 8)
Max Uplift 3-45(LC 12),�1 4MLC 8)
Max Gmv�9([-C 1),�-195(LC 1),4a,41(LC 3)
FORCES. (b)-Max.CowJMm,Ten.-At forcei,250 hb)or addenooeptwhen shmaan
NOTES-
1)Wind ASCE 7-10;V,11=-130111,(�lug)VaW=101.ph TCDL-421f,2CDL=3Dpsfh=15ft;CW 1;ExdC,Enc1.GCp1�18:
Muni hudoelo,,$)past,and zormi and C-C Exterdan2)�a C-C V matters and faines&M�RS for usuctions shown:Whiten
DOL=1SD paste gius DOL=1.60
2)This truss has teen aesned W a 10l ad Lothian choni live Wd nonodinwhant snth any other n,e suds
3)-This India has samen designed fir a 1.ded 0 W.OPV.n ths,W".dioddi.11 anam,ad,sha.nactangi��tall by 2-D-0 a.11
ft tabsion the tottista otxnd and any other nannisers
4)Rated to gunisq.)for vusa t.an,sa ddrinadyard,
5)Pnovide diechaniml odrumasnon(by antiads)0 tunw;W imainsig piate ca,takhe ofandistanding 100 lb uplatt at hands)3 except(P-1b)
2=146,
6)'Sem,ngind pitchilnuaks incuding heele Menamer end! motel�s unual in the anahanis and daugn of this dads,
%,idf,r-11yMhM,7,kx�...
dd�d� I,,
d -.,..,th� Wek
nd�a1.dsxd1W,1d,nqc,m-n,,x ..I.—�xd
si _'d-VA��14 I Tindal FL saa10
Thross T.Type tar le),
�hpadaah
H.. cap iw�Trors I
shass--h.h.-h
R sides 1.amr,.`h.nsame,hl an hits to o".".I
al
Sal
Sides=1 12 it
4 W F-2
12
7
2
4
W=
LOJUDING(pal SPACING- 2�1�1 0". DEFIL m W) road Ud PLAM GRIP
TCLL 20.0 Plans Gnia DOL TC 0 Vital 4.03 24 � sna 240 MTN 2"11110
1.
TCDL 7 D Lumber DOLL n d. Val -0. 24 1: 18D
WILL 0.0 RW�l. YES M 0�100 Howl -0.00 3 We We
IBCDL &D Codes FBC2014/IhPl2007 (Ml Vil'Bib FT-2M
LUMBER. Bill
TOPCHORD U4 So Na'2 TOPCHORD �cnuml�d sheartsfing dineoffy applied or�ot,phadirl
BOT CHORD W SP No,2 BOTCHORD Rigd calling directly applied!or 10�0 co bral
[M=r ind hantured choss bract,
hanal
REACIhON& (lWspa)
MaxHort�-104(t-Ce)
MpaUpliR�95(LC12t2-1U(LC8)
M.G.��113(LCI),�249(LCI).�71(LC3)
FORCES. (Il-Max.ComplMan, Ton -At fordes 250 0b)or Win r,exist vshan shican,
All
1)Wind ASCE 7-10;Vuft=1 30mph(�nd guril Vall mph;TCDL-I.2W,BCDL=3,Opa,Ill K Cad,11;ap C;End.,3cpal
Ml her,all pride end zons and C-C Edeni wrill for mend,eas and fordes&MMRS W mactrans Moser;Luartler
DOL=1,60 plate ghp DOL=I 60
2)Ihnis than,has open designed for a 1 Op prif Whom chord thre load norricandcumand efth am,other ll loads.
3)-Thathiss has beendeognedifina livalead of20.0mfon the local M�inWia�s�ma��WM��liby2��ewil
fit shmean me timill chord and any other marral
4)Ferfer to gindens)for twis to thas connectors
5)Procne mecrImnicol connection(by others)of mas to beal plate appeal 0 wrimmanding 100 In roll W jointhd 3 except We)
�-162,
6)'Stal prichinsaks including retail Memeer end fixty model�s used in the anall and design of this trues.
..see"'o-'snal no.
lh� -1 tt��Iuohry�c-,1-1-1d ,I c-sh m,11
Widsl AeiLoh*lIsIP,rd,'
ia,s I�lrb.hslpsdsh.11 WOW
rl nn, d1n,Ild If—I Iriff—ly—I Im dJ7pH mi all Skilere c-,—
assessi -11-11,1171.11 PJIII 21s N L$1 st�h$111.312 A11-011 VA=314 Tirml It sell
Taps
t 7W~'ed.v1T.,..'ac .1.01110:03..Fieal
ID Ni��,JZO�E�MO&I�7ARmwfAW4w�n��M�Sa
Itavillap 1:7,11
4MF12
2
�DRNG SPACII� 2� CSI. in FIL41FIES Gw
TCLL 20 PWeG,pD0L 1, TC 018 (L' 2 399 24 MT20 2WW
TCDL 70. Linnee�DOL 11 .. 2-: 0 1800
BCLL 0.0 Rate St..I. YES m Dw HomjL) 4).00 we we
SCDL ED Code FBC201QTP12007 ("Ifialme) Vftfth 8 he FT-2M
LUMER- BRACING-
TOPCHORD �4SPW2 TOPCHORD �.l vi,pool itheeth,n,Moped,applied.,2-M.pinfird.
SOT CHORD WSP ho,2 BOTCHORD R194 miling chrecV,applied ov 10-�D do prad%.
MiTek haperninends thad Staluipars and retained cinass braptim
theMstaled!d..M I..arephoin,ai apperdence vain Sherbilipper
Inspallationands
REACTIONS. fiflhilw)
Max Hon'2-58(LC 8)
'.UpM3=27(LC 12),�-149(1-C a).5-14fiLC 8)
Max G.3=27(LC 1),2=1 81(ILC 1).5=33(LC 3)
FORCES. pp)�MmxCcrnp� Ton
WTIES.
1)"c:ASCE 7-10,Vul"Wmph(�secopncl Quit)Vasph=1 01 mph,TCDL�2W WDL=3.Dpf; h=-1 M;Cafl�P;Exp C;End.,QCpi=0 18;
~RS hervelo,pe)gade enel�and C-C Exterrio02)done.cantilever Jeft expel Monch left and Wha edxnal hor nalantatis
and teems&MMRS Yr reactions slaaan:Whether D0L=1 60 plate gnp DOL=1,W
2)Ties new are leaven designed!hor a 10.0 pd lantern ovoid live load norconwinent Mh an,other live loppeal.
3)-This new has peen de,egned W a live lead 0 N,0palf on Ma bethan obord in all areas dwere a We M-0 pill by 2-0-0 vAce Wil
fit thadvaell Me thoptean ctuxo!and aM oftnar Members
4)Refew U,g,rdaq.)for Invis W I..connecdone
5)Provick,inecharecal connection(by papers)of Russ W hataine,plate wipable 0 witthsawnifing 100 It uplift at johnff.)3 5 eve,em(n=-lin
2=149.
6)-Sanni-ngicl prich bmaks ind efing hatele'Mannimer end kity model mas used!in Me aralsis and design of Mm huse
A"I v-niv—a-
Ns,
w
MITOW
=1-1. -v.......... AN� e..
,fvm,b.. .... PvW 21�N LXI—1 1�:�Q �_d- M2M14 T.,.FL pal
IT.Type 1.0tv Ply
I..lasevaria lonsionall
"als"
ID:NI3��14ZDW.��v.YQM"7m�w�Tn�wum�Q�ss
I
Sislas 1112
3
4.00[1-2
2
LGkD—Gd` Di in (P GRIP
'i "0 plate Grip DOIL 1�:2" Tc p Vei 0.03 ;244,19D
S
TCDL 7 0 Larever DOL 2E d. V.,Km) Him
BCU 0.0 Rep Stress lincy YES m D.W H.(TL) .0.00
BCDL 5,0 Close FBC2014TPIM7 (Fill 14 lb li
WIABER- �ciw-
TOP CHORD bvI SP i TOP CHORD Stratheral wood areenter,dii applied or s-04).sure.
GOT CHORD 2x4SP i BOTCHORD Rigid oaling directly applied!or 1044)M stated.
-b"—
'Ta r— ve�=
.::.II7:dr on na
[IM . al
REukCTIONS.
Mi Hom�=Ili 8)
Mas Uplill 12),2wl 89(LC 8).4�31(LC 8)
M.Chart anti 1),2s217dLC 1),�V(L-C 3)
FORCES.
NOTES.
1)WndASCE7-10;Vu�130mph(��ndgvst)VaW-101mph:TCDL",2pe.BCDL=3.Dpd,�1M;�.11;&pC,EW,GCp,018;
NVAMiRS(envelops)gable and�e am C C�noht mune;orinfilenter led,ex,posid, pi aft and n,ild espossi id,menseve
and onaw is~RS for reamotiord,shown,Luni DOi plans drips DOi 60
2)This than has learn categreel for a 10 0 psi posent opord! se east norsdommeneent with any other live loads.
3)-This suse has never designed W a live load of 20 Dpd on the bottom c1hord in all areas where a necal 34341 hill by 2�13 wide well
fit thesseran the borflon chord and any other hamsters.
4)Refter to gincens)for truss to truss oxhirdsUorre,
5)Proadd reachnni,al connection do,ohm)0 truss W pastifing plate mpi of whiffistandini,100 lb uplif,ai 3,4 ei(K-lb)
2=189.
6)'Sennsingul petchipreeks including inevels-Merinver ei poll riddel was used in Ithe analysis and cleeign of this dri
AWA����M�mdM�WMM�A����.....�.711�., 1.611aslovi
..h�isvl iviy war hrvuss ia,g—�wr cs,wan—resm srwr,�a W—ii,ovii-i rum,m,
tusiNdi .1i..........r.--r—r,
ma"s-survi i -dir,pr—tivivar-mi F,rw-mr,,dv,v,rvga,hnv MiTek
,w...—,iv—v we Ana�'.-va, hwia.loal.,eanu..is iti 604 Psi-E111 old
Sever,liffishaves,amar,ir,,,Tr...Hvw i�11� �-ovv. �.."I 1��11� T,,p, rL oi
.~1i.I.Affinalsemsem,l-asses."sidleft.�1
ID:Nl�UDjz�.E�MQM"7AR..*A,4-KMnT.�nUo,-.,ARFJnumiul
Sude=1 154
3 3
4�00 F-2
12
2
4
(P-1) SPACIRG. ca Dill in o.) videm w P�m GRIP
TCLL no P=141 COL Tc ofto VWKLL) �12 24 �3 20 mm 24Q1W
DL COL
TC 70 L I, BIC a." ViadTL) �11 24 �379 IN
ec� 0.0 Find,Striftes Ina YES m poo H..(TL) 400 3 has afte
BCDL So Code FBCM14ffP12= "afty, Waght 24 lb FT-�
Will BFUdCIRG-
TOP CHORD �SPW.2 TOPCHORD Sauduml sood!Meaning dinismy applied cr�m pludirs
BOT CHORD 2x4SP ..2 BOTCHORD Rigid ailyag diftay applied or 1�oc,bear,
an
T:--yd `d=gn d manived ftadl�--bman
M. III S= �in marclandeadbStabilimer
readdyno
REACTIONS. phspa, �171�ftdal.2=301�8,4=�esdhagnuml
M.Hom�-lW(ILCS)
,,yxUP1MS-142(LC12),2�I85(LCM
eaaGmS=-171oLCI) 2=309ft-CI),�101(LC3)
FORCES. (b)-shms Carnp.difinaTien -Nifinnes,250111hoileadi.nWylerstareir
NOTIES-
I)Nnd ASCE7-10;Vu"Wmph(��gug)VGW=IOIMh;TCDL=42p�,�DL=3,0,1.�151,Cat II:ExpC:EnsA-GC,=0A8
I,yA,FRS(en.bIpe) able and, a and C-C Eal aaal W nrerroare and fisaft,&MVWRS he monions shosen,Luartme
DOL-1 60 phide grip D0L=IS0
2)Thin lause has theman designed fla a 10 0 Pat anom aorol lift load!noranwirrent whin any open lift Ideas
3)-This pass has seen designed Jor a lift load of M MFsf a Me bofflorn ai in all areas after,a namen,le�O ball by 2�side wil
fit thelaseen gas bottuft Used and any other Trashiness.
4)Reffer ft, hands)lor truns to nuns;corrections
5)Pwinde neahanical a,nneam(by otresil)cd truss W adding Plifte Moil d affludgividing 100 lb uplift ajoings,eaueht With 3=142.
�-185,
6)'Semi-ngd atagasks insluding healal Mernhaer end fixit,Model was used in Me shelyies and difted,d thar buss,
-u a0l-i,irp id d-al nre—,Ild ,� re,thl,dl,,91�
mq.—r,ri—iy-d�pr—m �h P01,110, 1 11,Ild �d...g, MOW
�1111r,1-1111enbr... - ft,,,,�
se andeseneyeatess
Tafte,FL=10
ln�ftd T: L R�M
T"m
70401farneuximn"In"xialm Pagel
D:N13rrR&lDjz0N%AnnnE�v,Q8tI
S&O
3
alial F71-2
2
PladoCrIfifififil 120-0-10.�]
i-OaDlififig;geto SPACING; O'd. if a In Videft "d �m GRAP
TCLL 20,0 Phers,Grip DOIL 1.25 TC -So �I.ft 21. NATO 24,1/190
TCDL 70 Limeader COL BC .117 . 1
8CLL go Rap Speras 1. m 0.00 fiodefiIj Qo(
BCDL 5.0 Code FBC2014iTI (makirix) Weight:n to 7=2014
I-LIMEER. BRUIZING-
TOPCHORD 2A SP No.2 TOPCHORD Effectual accol Metal diradity,applied or S�od purins, exi
BOTCHORD 2.4 SP N.2 and vinficall,
MBS 2A SP No 3 BOTCHORD Rigid wilng dire*aWliW or 10�m leading.
M'Te'— "s and natured! bri
fireadefter, larde
REACTIONS. filoi
M.H.2=119(LCB)
,,axUpfift4=161(LC8f2=231fiLC8)
FORCES.
NOMS-
I)WiW:ASi Vul�1MMph(��ndgu�)Vasd=101�,TCDL�,2MfBCDL=3,OW,h-l�C�il:EpC:E�.,GCpi�.18;
MMRS(efin,aidain goNa end zom and C-C Fxtenor(2)��onfiffilever fireftexpoexed:Ford,left and right ex,fosi foromenterne
and fifirea,&MMRS for eadrons Mom Lunfifier DOL=l 60 plate grip DOL=1.W
2)The nx.has learn designed!W a 10 0 ps'bottom chordl we bact maccroundent arith any oll fir,e foadit,
3)-nis trues has losern deregradl for a Infe oad of 2Dbdsf on Me toodoni ofici of a..erhare,raotion,fix,�tall by 2�O and.Will
andrar,othiernerrbera
4)Fisher to richarfin for Water W IM. n,.on.
5)Proyce reacifiratioal connectron(by ol of trust W Imsering owny,capifile of x4fiestanding 100 Ile unift at Marla)except(it-lb)4-161.
2-231
6)'Semergid pitninifireeks inducing heads'Mernifter end fixity middle eres used in Me anal,as am dedi of Here Mans,
A.-effift, � ex,
MR
F,r,mg,�,,i,xngxh� WOW
tex— 69N P,�E,,ii x,d
onfeyinto-e-aW.a,,x-T-;,PIx,nfflxe 21ON L�a��VA�314 I.,IL .11
Trans Types
passairy". 17 17,
Expear,Issixesse real. ipfJJsnM1543(KMm hil
11.1. 5,12
Sure 1,221
2 63 F2- 9
3
2
I'o
st
st
0 w-
M as, 11 5
"Dil(do SPACING. 2� cl D151IL in fibol Mail Ins! PLAWS GMP
1_
It
dae
TCU 20.0 Paris 0,DOL T. ae Val 4).01 fi,7 1999 2Q 111 2"190
it
it,
4,
TCOL 70 Lunplyfir DOL 5 VenTI-) 41.0a 6-7 .09 tell
It
)I
aa
ECLL Do Rep tare.In. NO VIE Dal Hool a 111 5 we we
KDL 5.0 Code FSC2p14,TPIl (MaMbx) Vilaright 411, FT-20%
LUMER. BFUl
TOPCHORD 2pt SP No,2 TOPCHORD !kpicurrill xeist!deadiffift,anal applied!or lisil op fifind,
BOT CHORD 2,4 SP Nd2 BOTCHORD Final cariling directly applied or 8-li-1 I w Mal
-m and mounted! loped,
MBS 2st SP Ncs3 1 Wilas �,ds thad Sh"praft
in fiftes
par, -Mr
Me
did, ,id
R�CTIONS. (Ideal �-l��n�1,2��7-12,�-257M�Mnimi
year Hos�-i
MUUPIR�108(LC4�,�-313(LC4),�128(LC8I
FORCES.
TOP CHORD 24,=8l �-7MA16
SOT CHORD 2-1�Uiil 10-11 ii-411WEI7,74 1 6-12-181
VVESS �7==51, Bi
NOMS
1)Wnd,�E 7-10,Vulvil Whiph(3rescand gust)VaW=101 mi TCDLx4 2111 BCDL=3.OW,hi Cal.11; �p C;End.GCpilix,18,
MINFRIS(aftylkepla)gatill and some:Lurrifter DOL::1.60 plate do DOL::I.60
2)Thus trud,Me often pard,ri her.10 1 W fieftern pri 1.losel ponconcompt ever lany other 1.lexplat
3)-This pull has Men designed for a firine pad of 20,Dpf on the toofflown coped!in all areas vinery a mothingle�hill by 2-"adde wit
fir fiefifirseen the thor chord and any other fireentere.
4)Refir,to gircerts,lor truss to Muss commorons
5)Provide papprixistal posexpeop(b,M.)of ..to befirs,11aftle capat of xythstandiri,100 111 uplift at jones)expand QtP1b)4=10l
2-313 5=128.
5) Son-irgiftel pildblomaks including final Mennifter and fixity model vem;ump in Me analysis and design of this truss.
7)Hingerfill orother confiesponceprods,Mail be proinced!sufflorentlas Wppft=��loll 46 lb purat 4�11,461bwsat
4-�11 anaWthdoishani loupat 7-1-10,exp5giffickwarrancWheupart 7-1-10ontonchrontand!1511oupat 1-5-12,1511
1-�IZ 11 Iticiparrifird2lioupat ��11,11 luderanarml2liftupat 4-�11,rfti becarnat 71 10.aW41 liftessafters 7-140on
bottop chord. The canditirpselectsin of each...cei al the res,emblit,of difters
8)In the LOAD(WiE(S)sandon,two$applied!W Me face d the More am noted!as red(F)or leack(B),
�D CASl Sperefifirld
1)Dead+Rod Lw gatepost) Lonatear Wasaftel Plats Immanuel
Umforn Leads(pit)
Vart,14�,2-�10
Concentrated!1-oWs(lb)
Vert Shil Offili Bili all IB(F=59,B=59)I�l Di B-5)11-7(1 Bri 1�27(F=14.B=14)
P.-ple,xxxxop parem—ass.fishas nes sre'sil,'usup..luni ,ps,."'r le, .,s morpres Isr,
�.,Is.s- h —x rl,
i.......d,�ul,—,
fixill-in,".
Illids,ts-1;
—lf�xxr— pi MOW
lari.-I,.- pi ild oullamisexper
spen'.__ ii,rixi h,1 7—Pi i Ill I .-I1111�Irl 312 Al,rxixm VA 223U Insix F1.10
loss ' I
Taystraft,
.rass 2 M Reaftemer figatiagall
r Tome gy
evelampeathavre, P. rad,Agrya�I.sAmvI.I. ayae�aadam...1.pans,
IDNI�MDi��Eu�VSYQMl�C�RHDgK=�KuYMPG6,_TuYCy�SSI
*1�3
scale.,106
2a,
1113 F-2
10
9
2
,aS
LOADING,(Pan VACING- Mi. DEVIL 111 1,11,11 w PI GIRIP
TCL1_ 20�0 Plarte Gnp DOL 12: TC 0 Wd(LL) 0.4 2-8 � 240 NtEX) 244/190
TCDL I.. Lurnider DOL 12 BC .16 VaI 24 �9191) 180
ECL1_ 0.0. Red Ernest Ind, NO Vifil 0.15 Fka.01) �0.01 7 We We
WDL 5.0 Code FBC2014NN200 Valwas) Weight 37 No PIT=20%
Willill BRACININg.
TOPCHORD Zet SP No2 TOPCHORD lhouctural aroad shearthip,dinedi Shipped or�oi�routine. expW
BOTCHORD 2,r4 SP Me 2 end verecithe
gdEEg 2x4 SP No.3 BOTCHORD Ratio!ottling alrecirr applied a B-2-7 do brachn,
as Me.it. pg
,hF
alrod Mu dear
me
REACTION& (Iftvage.) 7=;dggdNdMftMgdgg�-37�j5
IAdd,HorI
IVISS Upliftlr��(LC 4),�3dpftl.0 4)
FORUCES. (lb)-M.C.p.M. T.n.-Mi��2500b)".�..Wt�n.hoven
TOP CHORD 2t)=53W480,3MIh9W4W
BOTCHORID
VVEBS �7II480,500
NOM
1�Wnd AWE 7-10;VWtP130r,ph(�Svoond gustValv1=101raph,TCDL::I WDL-3)PS.w5ft;Cad�11;&PC;End.,GCn:v0.18;
MINFIRS(anymoal gable end nne, chintlesper SIR exposed!�pardin left and nglpt todosed,Lumber COL=I.W pal ift,CCI
2)This thess has been destined for a 10 0 par golden chorol ve I nonconcurnato w�any chear INS loads.
3)-This pass thers been designed for a live beed of 20 died on the whom chord in all areas vilters a hichange�hill by 2�wide will
M Ifterthaven the thowen chant and any printer oventhem
4)Rated to girded.)for trass W Va.oonnectords
5)Provide Mechanical connedrion(by othered a house to thearring plate capable of wiffistanding 100 In uplift or jams)�cept U*Ild 7,281
2=3!54.
8)'Ifteerl archival Incluiling levels'likeplear am ficity deposal years,used in Me analysis and design 0 Use trads
7)Han,adid or other witheaction devioths,stall aft propycled sufficent W Support conosionalleal loacho 8 to covan am 31 IS up at 2-1 0_1 1,
81booven and 31 111 2-10-11,leadnibcosdivere,7511,upar, �Ipanc33IbccAdnand75ftupat &B-10ontolactord SI
open am 24 id up at 2-10-11,3 It cover and 24 lit up at 2-10-11,and 27 11,goved am 41 It up at �1 0.and 27 1,cover and 41 Id up
ad 5�10opidodgdpp�hd T�d�gNmi�onOsxh�nn�n�w�s)is��WUldyd�hem,
8)Intria LOAD CASE(S)seolvon,loactrapplivoltothefircedthe Sure am notenclashont(F)orback(B).
WAD CASE(S) fthafted
I)Cvsad+RocaUwNa1amaft Lumbarincrearewl PartalivereardI
Urnfunnn Loads half)
Vert
ConoSidated Loads Qb)
Van 9=55(F=28,B=28)1�(F=33,B-M)1t=ftF=l,13�1)12=18P=9,13�9)
...Vvm,.vv,pvv— 1111-1.11I.de
Dvi, ,St 1, mlyw raffevolam,,vom 7r,dean,leaveims,movSI e,eI b,,W,w w,w,I ni,i
I.IMIII "'T...a--""',...plem.,1,anal 111,d.i.anvi.
b1.v19vv1y1 M ek
I oI �Ivt,v dvI,avl-ad 1,1vvva.v.�..vy$rv- ANSI Q,,Ir,Cmir, Diad&,,id BI Bv,idvg�mp....t
evre,Inerne.a..-,I.b�.-r-nviv.miI�Ia a-au.lo A--���11� I Ter,
T.Type
T:ss Hans. 17 17 11
fixes"fral basseardit,in scfH .aircen'.usis...Fil
ID:Nl�RUDjz��Eu�y��Ml�p��HPAPXQqip7�FOCWJ�Sp
12-1-16 17-2-1 !T.
a.. 1'U 1
4 M FI-2 fieft ds, Me
3 14 15 4 Is 17 a 5 19 so 5
2
7
W2 MIT21*6 I is 21 12 23 24 11 so 25 a 9 U12 141`20HS
.12 6,12 IAMHS 2M 11
7:N --,a 2�
LCAuDIRGIM SP 2� CEL DIEWL in "i red, PUTES GRIP
TCLL m=COL. 125 T. 0,63 Valt(LI-) 0,47 (gu 2 -M 240 1f2o 2,1`11190
TCDIL Lunnese DOL vert(rL) g.aa�2 �18 IN M.T20HS 187/143
BCILL Rap Strades loor HorsCrIL) 0,13 7 We We
BCDL Corke FBCM14R Waight:165 Is 17=20%
Well BIRACING�
TOP CHORD 2x4 SP M 31'Exiii TOPCHORD Structural appal allearthiM directly pplW be 2�.pudine.
M gals SP No.2 BOTCHORD R!gW let dinsaffly applied of 5-9-10 oc beficar,
BOT CHORD MSPIAM 7
V0ERS 2x4 SP Hod M I fia� am fifidelea cause pact
-In fl.�d�u apparent war ftw�
I In. side
REACIftONS. poodand, 2�193�,7=1951�
M.Here 2eE5fiLC 12)
'.Upkft�-931(ILC 4),7-976(LC 5)
FORCES. Qb).Mu,C��.Tm.-Mi�s2�(lb)orle�exWt�nM�,
TOPCHORD 2�-51UW3W,�l4��999,1�l5�56712999.�i5�W�,
4- S= 567129ifit 16-17x-1556712998,17-18�5671tsxga,
1�=7131)65.1 B-2D-NWt3Wt,6-7�529502465
GOT CHORD 2.1 3xi-2161141849,13-21=21 62AH125,21-22=2I6V4B25,12-22xu2lW4825.
12-23-N5�5,2�24=295�5,11-2�--295�5,
jgu25=223914945,2�26-2239J,1945,9-26-223944W,7-a-M4414968
VAEBS 3u1&x-9W542.3-12=B8HVI899,�12=-6354M,�10-a2l,rHfir.
6-9=8!W533
HOTIES.
1)Unflualgaincesul sixth."a N.bourn conanderoul
2)Wnd:AfiCE 7-10:Vuft�130nnplft(�rgaxcond gust)Vabod1=101orph;TCDL-1.2W.BCDL-30,sf,IMIIW Cal,11;ExpC;ad.,GCpx:0.18;
~RS(consular)pble and sone Lumber DOl-,1 So page got DOL=IN
3)Pinning,Weduate drainage to onfinfirrit water ponding,
4)At pule...MT20 Metals it.oundwancy-dagned.
5)Concentrated case"in layout am not present in Load Cal=Ist Dead+Roof Uxe(unlealareart#23 2M Dead+Roof Livire
(unbalanced),n4 3rd Dead+0.75 Roof Uns,ourficalanceed);VM 4M Caused+0 75 RW Lin,(unpubsexced),
6)This pons ban,been designed!for a 10 0 W beftionn chorel 1.load noncorourraint war a,other we leader
7)-The truss he,Ifted.fiesignind for.Sam oxedl of 20,0,f on Me looduar,card!In.11 leads Mo.is rectangle M-0 tell by 2�yede effil
fit�the looftern choul and a,other rearrousixes.
8)Focused nexplarrical connection(by otheren of Mass be sell plate aimed of withstanding 100 to uplift atjdnqs)ecousect 0�-Ilfi 2=931,
7-976
9)�Serni pitchloreaks inducing hei ember and fixity onocal sees all in Me analysis and design off Me Wage
10)Hanger(s)or bitter connecron Medicare)sluell be provided sufflosent ft,mission corrodentrater,loaxons)117 It,down and 98 lb up at 7�
1171lodawtain,1981pupid �12,1171fidowerandlWilb,part 11-0-12,1171hodoxinancifillioupart 1�12.1171lodowbandfix8e,
upat 14-8,0 1171lodownandirill,upat 16-�,1171bdowanund%lpupat 18-3ul and11711bdownandNbupat�,and
198 lb down and 213 le up at 22�1)on pre chool,and 292 to down arn 128 to up of 74ul),71 to down at 9-0-12 71 to down at
I 1�1 2,71 In down do 1�1 2,71 Ite down at 1�",71 to down at 16-3t 71 to it.at 1"4,and 71 In down a 20-trut.and 292
fis down and 128 to up at 2,2-M an bolburn direct, The dexplishourecton of such connection dw,ceb)is Me responsibility of others
11)In Me,LOAD CASE(S)section,1=5 appried!W that fince 0 the form am nuted as bunt F)or bact,(6)
'A.c- euven, areacarl"crssius....mans.��1�0F.-exurs."inswit
�1�nrin-unw.,,,ex-i—t—x—rc'w.'xww'�.x,—'rr
.�-ixyxxrr firlbrruir. �.I. is
',rd,edwo, swono,= A,x.,ng-rw,rxnxmnwn-xn-' M17ek'
�msrrnn..'I c.......0 p.0.1loog�xnwb A wn
exually I I.. cm. 112,..1c.. t',r nry-FL M10
�T
ID:Nl�RW�W���wyQ&l�h�W�eH�M�IHWXQ�p7MFdl�J�Sp
LOAD CASE(S) SWft�
1)D�.RW U.(.I.�..d) W.�,ln.=1.25,P�h..1.25
U��.L.ds(pl)
Veft 1-3=�,�-R."�,2-7�10
��W Luds(lb)
V��l I 7(F)6-1 98(F)11-24(F)I�VO(F)�270(F)14=1 17(F)15=11 7(F)16-1 17(F)17-117(F)18=1 17(F)1�l 1 7(F)20=1 1 7(F)21-24(F)U=24(F)
2�24fl 24-24(F)�24fl 28=U(F)
---—------- - ----- — --- --
M -ld�r w M�m... �,g—�md ,I� P,,P,m� �r....d,,d,,l b,,W,,g mm,—,
�'..�.� �..1111, .,� �'1.�l �—,.".�dn'—.�1'.-..1'
MiTek'
.111, br.,.1---d ...1.1, ..d.&...IdIft I...E-
218N Lll�—1 S.,t,�12 A�VA�314 1 T�IL V
P.Tina,
Thus, 17
Aswoogaim. 7'Hu"As Is Whissusissai tikajunwhOlsoamle ows I
ID:Nl�RWDJ��E�vWQMI�r&L'�bCa�HpAPXQWkEW�J�Sp
isus.0 i IM
5.8.0 a40 eM
wa= 50 -
�00[12 4 5
R sAt
3 7
i is
s
13 12 11 is
�V4
4
Pkd%CffwlsM.Y� M�lA0,EdW,g80l-l0,EdoeI
LOADING(pin SPACING. 0 CSI. DEFiL In now VM Ud 14L.ATES GRAP
Plans Gwg DOL 0,39 WrKLL) 12 �Qffis 240 1,111go 2M,V190
MILL 20.0 1.2S Tc 0.
1.
TCDL 70 WmWr DOL 2 Vn(TL) -04112-13 �841 180
MLL 0D R,St.1. YES M 0,21 How(m) Om 8 W. his
BCDL 50 Code FBC2014ITPl2W7 WaIllft,1M Is �T=2git,
ww�. BMCIW.
TOPCHORD 2x4 Sp N..2 TOPCHORD Stnoolural A�slawthing directly applied or��l 5 oc garms.
SOT CHORD 2x4 SP No.2 BOTCHORD Rigid ceding direcV,applied!or��512 oc binsi
ViiEBS 2,NtSPNo3 [,M�7:;:�ihascmnsrnendft and wasuinad cross,�bmong
in agichwarce.0 Stabilans,
REACTIONS. d,,,.)
al H=�-70(!_C 12)
M. wft2-5U(LC 8).8532dLC 9)
FORCES. gw)-Ms.,Cusn,11slax.T..-All lorroa.2�(Ib)crhaweasasgd�.Whoah,
TOPCHORD 2�-nMlW7,�-207WI149,�5=-223Wln5,�-MW1205,&7-n�1149,
78�nM13417
WTCHORD
MOInES.
2)Wnd:ASCE 7-10:Vu"lnmph(�Woond gust)Vaad=101hsah;TCDL=4.2W,BCDL-3.Opd,Want Call;EAOC,Eri GCpi=0.18;
M�RS wn,,eb,,a)pasle end sone and C-C[Odanoq2)aowsG�for Rwandans and fli&Iffli for hatiolmons shoan;Winkmar
DOL-1,60 paid,wrip DOL=1.60
3)P..da adequate dounage 0 poNei ,soncling
4)This thas,tha.Immah cleansed!for a 10 0 f koolamn chod!ths,"nornooniguniOn�fth a,other It.ksaft�
5)-This auss has thessai datipined!fia a five dial of M Opt on Ihs,Wftm chord in all wass where a wowngge�wit t,2-m�still
fit betwissen the tooMan orogl and.,oft�rhearn�
6)Pmift hasshanical connecam(by cidnera)of thout to liesuing plaw calgause of withstanding 100 to uplift at Ontw)toccept 01,11o)2=5M.
8=W2
7)'Sonamnscl pilchloreaks induding lwNwV'Mmloer and!awl,nnocal was ussol in Va,analysis and design of this shunt,
uNis,aNaN wOO 1011 ON INA And I�IOOOV WwN NIOFsMNY�I A4GE 101,111�11 1""11=ONE Os�
la�.-.1�...-No-11�d-1,.m.dN,,,,, N.,,
iNm
WOW
sonONNI�D,N,�1111W-111 NXI-19 Ild— WIII uN AYssTo., s.IN...51::,d',n.
Nahinlil—ONI�TPWIiI,Od219N�Nl�or,312 A—dr,VA�314
�727* 'lS
—e,.—memi taulaii(SIS..'son.I.,
":"�OW.E�MQMI �O�?LPY�Y67mh��rg��
7�
Scmi-1.5
Ends led,
4W F1-2 4 6
I
7
2 a
.a
is 11
sed— W=M=
711! 5,11-2 7�IA
P,,,0,,,l M�1-10.Ethd �1�1.10.Edhaj
XkADING 0-0 "1 2� "I. �FIL an idi Lfid PILATIES GRIP
I
i
TCLL 270.0 plarts Grip WL 1.26 n(LL) It 1 1:12 :NQ 24 mind �Uiw
0
Tin
TCM 10 1-Mid,le DOL 1,26 .1 2 W 180
WLL ad, 11,61reas 1. YES M. .14 hosi 0.11 7 Was We
hhhd�T
KDL 5.0 Code FBC2()14ffPQ0W )IRAght 130 lb "=W%
Will BRACIll
TOPCHMI) ZEt SP No1 TOPCHORI) EMSsurral exot,sheatinin,thrill appladl
WTCHMD Ztt SP N-2 BOTCHORD Milk!called Mines,appikel or�0 do thei
Al Wspili LMOT
b=
in.
al
he
Me
M%
d==� m,in
linstalLatmon ouide
REAdi MMUSE) �10011�8,7=100i
M.Hole�-BNLC 12)
sh.,Upirti(LC 8),7—!521(LC 9)
MRSCES. (lb)-Max,Cmp,MuTen.-Alib�250(lb)����t���,
TOPCHORD 2�-230111WI,�-�X11M,�5-1�1029.�--208WI97,�7-2301/lW1
WTCHORD
MOO
2)Woe:AKE 7-10;VUM�130nh(�Seoord Ms)VMd*-l01nh;TC0L-t.2;sSf,KDL=10pit,h-lW Cat 11;Ed,C;End,GCPI�18,
FAVVERS(enveal galse and mhe and C�Eidei mn,�C fix-memsens and hece,&UlVi fts�asections these:LumtSa,
Xil,-1.60 plate ghp DOL=1.6D
3)ismice adequate dmira,e W Preaent anal porinfin,,
4)This Me has been decti ho,.10.0 Pit whorn ch.id It.losed no.hrent vath an,other live bade.
5)-This thus has Mool designall for a lwe kned of 20 Opt on Me soutown oniond in all aress eftere a neolaningle�6-0 tall by 2�O Wide Sall
It leeflani the Sidi chi and a,offie, M.
8)Pmide neonsescal oonnevion(W osams)of tness to bearing plase,cs,,sbke 0 anthstundin,IN lb upfift a Jodie)except(t,-b)2=521,
7=Ul.
7)"Sensi protntonsaks induding Mals'Vernber end fte,Moded tee,usecl in Me analysis and can,of Me these
n�d A� TES 0.�N=�A� 6,S a-0 RE USE
s on.,_.
Welk"
ANSM11 0�1�C�m Di Ild�Sl Bullalli COME—ffl
Si 1.t.. —11.bl�.—1— 1- S—"1 --1-.11�11 __ I
7.TAN,
tn� Toe
ID:Nl�MDi��E�v$YQM144&��XE%mHgsety�wJ��aJSn
el.4 l��
Soti
See see
400IF2 5
W
3 is
2 7
12 11 10
W Set—
;:14
4 7�14
"ONG W VACINg- 2-1�1 1. DIEFL m W) Vw M GRIFF,
CS W
26
TOLL No Plate Grip DOL 5 To 0 M Vei -0,18 11 �ggg M
TCDL 70 Lurate,DOI. It, 0. Vei -03511-12 s9G7 IN
BCLL 0.0 FiessigSbammil. YES m oi H.(TL) 0.10 7 We We
BCDL 5.0 Coate F�14btTP12007 (MaW vYagMlWlb FT-20%
LOWER. emi
TOP CHORD 2ast Sp No.2 TOPCHORD Snuol assall though,directly agpified or�1 I oc rind,
BOT CHORD 2xil SP W.2 WTCHORD Rill wiling direattv aMied!or 5-5-13 oc gracing.
VVEBS 20 SP M.3 -7-and regained!..gracia,
ge taltgJa g==. in coni eft Stsi
RIENCTIONS. (liveles, 7=101i nagglead
M.Hon,�97(1-C 12)
'as'PlA�-50i 8),7111-507d-C 9)
FORCES. dlg)-Mbm,Comp.Wae Ten
TOPCHORD 2-3--U7511295,�214&13W.&�15IM63,5��2l�1300,�7==7WlM
BOTCHORD 2-1 2=-112�098.11-12=72&1�,l�11-7Ml5M 9-10�7261506,7-9=11el()/2098
2)Wnd:AWE 7-10;Vulbi130i(�seconcl guV)VaW-101mph,TCDL..2W,BCDL::i hii15fi Cafl�11,EVC;End,GiCiaii
MMRS(��bm)WUe�dzmeaMC���r(2).;C�W���M�.&MMRS�r�...�;Uafter
DOL-I 60 Me*gnp DOi
3)PmIde adequate drainage Io phasent water Panding
4)This base has asson designed for a 1 Do psf bottom clacmd live bad nonconcanvint vath any other ray loads.
5)-This hass has been designed for a live ki of 20 OMf on the bottom choral in.11 aneses;vithere a nool�tell by 2-0-0 vinds will
M tativesen the andism chant ancl any other inarnoves,
6)Provide roacharrical connecocin(by others)of bass W leading Pate caixible of aftlarthanding 100 to upid atJoings)eacoept(�-Iflb)2,507,
7=507
7)�Sernndgid pitrigginallas indualing hi Mai end finuty mi ms,useed in five ai and design of this base.
a -a gal Im1w
bavi,7
b]Nviv Sy
IsIp ass, IIdI..1-1-1M1iJva—I—I�
E's i
ii liv,ay.,vinn-sismontirs,
v-a
�vv,,as, ANS Qi ty Catera.Dayi Ban sandan,Cs,nseeei
ni"S
Wvty i=Iiib�ft,�av Pav, ,snaf,218 N as—si,ii,,12 si��...
T,P.MIO
.'send, Tues.
Bakads Fausesince. n "..,aaa—sanneanoni weeliateninassan.nial,
sclai
ale f12 as,
M ass
4
W
c 3
1
it
12 11 10
sed
dill
sea RuM
ING SPACING- 2� CEL Aim GRIP
TCLL 2, Dit
U4 P
270.0 Plughl T, OARI Vai -0.24 2- PTO 2"190
1.,0140 GEFL in (Isd
12 2-
1 J.,
TCDL 0 Lurates,)OL sc 0,86 Val 4.W 2-12 lffid
if M M
BCLL .0 Red Stage 1. Vifig JO Hossoll, 0.10 8 We gas
as
Bi 5JO Code FBi (lasagne) Vileight:124 lb FT=2056
WINNER- ome�
TOPCHORD W SP No.2 TOPCHORD Structural aeod slanithing cleadift,applied ca 2-�ad pedida.
GOTCHORD W SP Noi BOTCHORD light!canling Wall applied or�15 did brill
VAEBS 2,ol SP No.3 Walk federalism! thad Stal,ludess and!aganded..dra�.N
W insisted dus, shadow,in accordance with Still
REACTION&
lihal-lora�101li
M.UpIM2.04(1-C 8),8ii-494fi-C 9)
FORCES. ob)-M�..C.pN..T.n.-All�250(lb)�W..��n.�.
TOPCHORD 2�-2257�1326,�-193WlM,��INIIII59,�iMl/115B,&7-193WI148,
7�-M5711326
BOTCHORD 2-12=1 1 54IMS2,11-12ii-85811362,10-1 Iiii-OW1 962,8-10-11 WRIOU
VNEBS 5-10i:409XV591,7-1D�W401,5-12=3091591 5-1�-IW401
NOTES.
I I Uragelanced!nal 1.gets Meas losing conattered!har thas seeing.
2)filling:ASCE 7-10,Valli Wgggh(�ssapond gal Vandii10i TCl)Liiif,2M,BCDL,3 lfiM.W ist;Cad.11;Ep C;End,GCpi=O.18.
linAll henval puts and me and C-C External me:�C W Manspers and fordes,&All for almost shown,Wagoner
D0L=1 IN plate gnp DOL=1.N
3)This DIM has losing designed far a 10 0 off hoping chord Sea aged ncregindarrent affln any odder IM hands
4)-Thistinds has sell designed fDra Hills in all Model a ngle�lWJW2-0-0aAJewlI
fit labeled the todshom chard and any offer Manages,
5)Pineal Ismail connection(by phase)of Mass to tough,plate constable of withistani 100 to uplift at hinal social litillb)211,414,
Bi
6)'Seal oftonflusays adausing hm1V Meonpar end fixity,Madid eads,used in Me analysis and design of this pass,
Iissial WSW
I. ,sellorital s,tonarainsersesissDagne
.- ii s,, - Aue"'.1i,drease,gle.anylasseaftel in.
nasi-lalls,fi,s�1-1.-1-1-Il I n o,o-DIU Ill lk-.-l/1 22111 Iness,FL MID
BITI-12�;�
t. Tand,
,under,
r P= P
Boscers andedivide, 1.1 Air 1..,a 1.1- An an.Pep,I
i le.14, 21-74 i
6-114
Sdai
.,00 FIT 4A
5
3aS
4
3 7
2
1. IQ Qa�
rise ass
i
i.cAmm(w SPACING. %0 G"I. DEFIL. in god) VW Ud PILAM GRIP
TC� 20.0 a. , DOL 1C D.70 Varqu) 0 19 2-1 3 -754 20 MT20 2"190
TCDL TO Le w ow Ved(TL) 4�V 1�12 v752 IN
WLL 0.0 R. m 0.4ar Hdrz(TL) 0.w 8 we we
WDL 5,0 C� slabba WeRntimit, PT=gmimi
Will BRACING.
TOPCHORD 2x4 Sp No.2 TOPCHORD Struceiral veadial sheafteng chrecifty applied or�1,g_l I w pudina.
GOT CHORD 2x4SPNo2 BOTCHORD Rigdl dealing direcby apPineal Q,6-0,0 m bradrig,
VIEBS 2x4 SP No,3 VVEBS I Rmakinedpt 7-12
Mff�racornrrmhnd unatEmabiluars.ndhic,aredchossatineduaQ
REACTIONS. QWmae) 2-27�M,12,12IgiAi-�,�4�
M.H.2-10INX 12)
M.Up6ft2=3W(LC 8),12-686(LC 8),8�280(!_C 9)
MaxGndi 12=1�LCl),B=5MX24)
FORCM (1b)-M.ConnPnisens.Tan,-All shoman
TOPCHORD 2-3=2��W,�7NUS,�6�,"�2V/379,�7�M7n72,74=74MS7
BOTCHORD II-12�25�,10I1=2!gVf,aN1,810=2MM4a
mm
NOMS-
1)Unloalanded!dxg live large have anan donsuldred for this design.
2)Wnd ASCE 7-10:Vu1P130Mph(�arvdohd gust)VaW=101mph;TCDL�4.2,i BCDL=3,Opd,h-lW Cat ll:INIP C;Eni GC,=0.18,
M�RS(envailoen gaMe end zone and C C Einerior(2) dune,cantilever left exposed;pardIn M�;"for,haeQnlashe gana fordes
"M,AgFRS W readboar shovan,Lumber DOL=160 plah,grip DDL=I 60
3)This thes has theen cesighQc!for a 10 0 dif butchn chord Inve ked!nonconecannut arth ar,Other live Inside,
4)-This ghras has been designed hr a live load of 20 Opf on the Isgueorn choral in all areas w1Qege a rectangle�tell by 2�single vAll
M 1xinameenh ther Qd4ldrnn drord and arr,Miner hasmosers,
5)Pinvide anecharninal ournandich(tay others)of huss W dearing plans disparage of adfinQuinding 100 lb uplift at jQings)eade,it GiIQ)2=308
1�,8-280
6)"SmiHngid pildintraraks including hei MmWr wd fimty raddel gres useed in tind,analysis and design ofthis thuw�
,",garrevio
�,,rdrvviryw%MT�w11o1 1�.rvo, 1.
i,.v. n1vv-v-I.I.,..,nviv �pp.."'.ev, phn� ""dviuv,"�, v.
.1 ra .prv—vv,vQ.1.rd.�v1 I—-r-dl,...rvrsv�-1, �vrrrvv,a 1,- —.ri In,
vXv, ind vv Itibily Ild tv -v,-111-1. rd h,Irr,... MiTak
N1,..
I�..ivav v,rv,,-I,- nd I... aldrhh�,,.."d_..De.livin.1
a0iny -1 1-11b,fiv,Trv,�1111 111hrur,�1 9 N�"Si"t Qvit*�12 A,vv,d�VA 2�14 Terav,
OR, �p, I I
lab Reftessam(oafflossish
se-h.an. Is Is,1.1.Fees I
E�vWQMI��l�2�WLGbBbCjQkMMGTfG�-�USk
i""15,77 2�10�13
�7-7
S-W=1:664
41
w ;oa
113,41
7
4 00 F1-2 Ads .2 11
a
3 4
10
as
2x4 11 71=
0181 41 17 Q 10 16 43 14 13 44 4612
w W=.= w w 11 w 11 gas
zvi w 11
PleaOffamI
�Mww WADING- 2� CS1. DER- In (ft) UM Lad ls�m GRP
TOLL Mo Mate Grip COL. 115 TC 0.47 VrKLL) 0.16 1 9-20 �2 240 N1gd, 2W1W
TCDL 70 Lurnos,COL. 1.25 INC 0.88 VrKM) -0.17 9-20 >896 1W
KILL 0, . RedSlivelail. NO M 0 n Hoi O.W 17 Na hm
BCDL 5.0 Code FBC201VVoI2007 (Islands) Vahalfty,19411, "'2016
LIANSER. BRUICING.
TOPCHORD W Sle No.2 TOPCHORD Structural edool stassithin,dirsotty applied or 6�M Palms.
GOT CHORD W So No.2 BOTCHORD antis!muling directly applied or S-2-1 oc leading.
10YESS �So No.3 T — inends
No [lM
.�:
OTHERS a4SP 3
ydvdj�iadft
REJkCT1ONS All louning.17-24 assets W-I.Vh)2�&&
(b)- M.Hort�M(I.0 8)
,.Upla All uplift lWlb�l�.Mj.iW.).�2=MO(LC4),17-1763(LC4),13-301(LC 9),12-191(l-C
9),18=152(LC4),I�IN(LC4).14-125(LCl),10�llg(LC5)
MasGras Ni�mMlbm�Mi�M(s)18,15,14,10nwpt�ll(LCl),17-Ml(LCl),13�O(LC
t),12-59al 1)
FORCES. (lb)-M. Coyd,,.M.
TOP CHORD 24-131711116. �SIQMWI.&7-810n[002,7�34W,138.
BOT CHORD 2-21ts'l 07311213.20�38-1 DMI 213,35-39=1 07W1213,1 9,39-10M1 213,
17,12=31MV407,l642=-38Wv4)7,1 5-i638W407.I 5-43�3811407.
13-14=31I
VVESS �1 7-430,41,10,7-17�89.7-1 3-38WW,9-1�285=7,9-1�-261M.
�I 7=-1 23VI 137,�l g=--716749,�19-1 1 7VIO89,3-20�07/502
NOTES.
1)Untelessol hoof live keds Ifteve loshern wrancered for ties smagn.
2)Vii ASCE 7-10,Vult=130rrph(�svhoorxl gust)Vad=101nmh;TCDL=4.2paf BCDI.=3.0W,W 5&Cast 11. b,,C;S.I.GCpi=0.18;
MMRS herhaelope)pass and sone,cantilever laft expossid, poch WIN expossed;Lurms, peates grip DOL=1 SO
3)TmndeWgnW�rwMWdsin�epWmW��umly Fors��WWnd(no���e�),�&anda�iMusty
Gable End Deandsasaphicates,cecome.ilqualiffied!builclingslasignstrat,on-ANSILITIol 1.
4)Gable studs spsoac!at 1�ov,
5)Coftoentrated!loads"in sput am not Wassand in Load Cauds) #Z2 1 at Dead+Roof Live(unbalanced);J23 2nd Dead+Food Live
(untaflanced);A24 3d Dead+0.75 Roof Live huntoalanced) #25 4M Dead*0 75 RW Live hunbehenced),
6)The tI has seen designed for a I Oft ps'bi�crd Ive load noni,onournent with any oftsur live loads,
7)-This miss has lossen cleagivel for a live load of 20 Opif on the oottorn dnted in all areas share a recUngle�bill by 2�Wide ant
&Inotamen the bottorn chon!and any came rnernimm
8)Pnovice oseclawmal conrai(by ofters)of twous oo theanng pate mixable of snybetanding 540 to uplift at joint 2,1763 to uplift art joint
17,WllbuplMWjdMl3,4911bupiMM,i�tl2 162 to upliftatpift 18,mS III u0iftedpirt 15,125 buPliftiftjourd l4and 119 to uplift
aspirsio.
9, p"lonsix;mchudirg hisits'Wanneend,fruity ovIdel eass used In the analysis and design Wthis due,
'ids...
MITOW
g, F,rg....I g.,d,nm ,onn M,
vb-t�1-1.�01-1 v- ANSI�h Qvift C—, DaBey,nd econ evid,C,ent
ysv�lnl—t-....eh.�.T-1...I-Ive 21s s...�V�-aor..�111 TUYIQ FL Ma
..Type OW pi,
�td �A—A T-a
T"m
A. I I A�10 Wla�mmuft.ln� 1-.11.11 apnG�2
D:NIftRiSdDPDVMu—Eum_MQ8tl-,MGndl?,,2TV&ciHPLeptpqokmup,GTvGis,,,&
10)Hangw(s)or other ,onnection deVk*$)snall pa pnodecl uffit 0 t.,In load(.)414 d,I.and 443 lb u,M �.IM 1,c.and 149 lb.1 W fi-0-12,
1 M lb do0un am 149 Alp up at 10-0-12 1 M lb comt and 149 lb up at 12-C-I 2.1 N lb do,an and 149 It,up at 14�1 2,1 X lb doaen and 149 lb up a 15-1,1.136 lb doarn am
149 lb up M 17-�,1 W It do�n and 149 lb up at I�,am 1W lb clown am 149 lb up at 21-�,and 414 lb down and AA3 lb up at 2�on 1pcpftor�cAmpl Tine
didaphuti(Aa.d such cpn�.n dem.(I,)Is M.naornibilrty 0 Mms
11)In the LOAD�E(S)saut.,I oad. ppbedl I.the finoe 0 Ina tru.end notecl a.fnant(F).Lack(B),
��$E(S) lRamancl
1)Dedal+RW Lim(ludampad) Wrabor lnmam=1 25.Plabi I�l�25
UndWn Loads(plf)
Vert
Comannatail Loms(W)
V�rt 13=lM(8)19-1�(8)38.NB)39=lM(B)�IM(B)41-136(8)42=136(B)43=lW(B)�IW(8)4�14(B)
uf A�Ad n�.��1.�AN. lu�.....1 .11—1.1a
"�.Agn Ild f,r,,,nd,A,,tb,.dAg=mp——
-61,d.,.r 11A IPP—bll�uf d,,,g, r—r...d pmp,—Wm�u,s Aes,10 1�t—11
—nd-�o�'--� AdddllltllW,�,llllb, MITOIC
.............
AuAA
I.—..,AA.�—1— �1.n IAA Eual.�12, — A
vv
M >
6 E,=a >M M
0 Q E
= I a M_- 0 rr
"M
0
0
o,
Z>
5 .3 .
r N a 9
OR-.
�=:
j-, N .' " 10 --. Fq 'o
� '� u > I a. Nu o
5RQ .� . & 36. 59 22
�m. k 1 :j @@2, Z
2 ' . P@ F 9'. a. M
o
z
6
B 0
0� 0
M
Gi z
s
-6 .
aS
29
0
MM M, TM za ox M>t TOPCHORD
ua B
bw 0 is P84
.Zo
0 .0
io M e>
M lz
00 M,M, M,
.0 M rr
�z M z 0 cl)
E
2 a
M.�M >x �o P 0
Z- K
0 m w -5 to
-Z M
=1 0 U)
'M M M
M 0
0 OW m WE
M V2 ch
M,
> z CD
Z,
2
z >1
> =0
z
0
om TOP CHORD
ZA j: E� ;3 0 'M
-5.E m
o 3 ff
V3 0 * W
"llff " F Elf
0 0
0 —
lag
a CD
a
§90 CD
iff gg
0
2 Uo ii. !B M C)
21 O�
a ao
9 g -'. Us a
'�a
2i !j 4 K
g§ oft c
a
c
0
CD
(n
'August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE2
@) maA usA,j.. 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 BMW Size
T-Brace size Nall Size Nall Spacing for Onal-Ply Truss
20 or Zx6 or 2x8 10d 6"o.c. Specified Continuous
Rows of Lateral Bracing
Note:Nail along entire length of T-Brace/I-Brace Web Size 1 2
(On Two-Ply's Nall to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace
2X6 2x6 T-Brace 2x6 I-Brace
2X8 2xB T-Brace 2.8 I-Brace
Nails
Brace Size
for Two-Ply Truss
Specified Continuous
Rom of Lateral Bracing
SPACING Web Size 1 2
2x3 or 2M 2x4 T-Brace 2M I-Brace
WEB 2x6 2x6 T-Bracs 2x6 I-Brce
M 2x8 T-BraclD 2X8 I-Brace
T-Brace I-Brace must be same spaces
T-BRACE and grade(or better)as web member.
Nails
Section Detail
T-B
=1 T-Brace
kt
Web
Nails
Web I-Brace
Nails
FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WINDI '
Mff�USA,Im. Pagel of I
GENERAL SPECIFICATIONS
1.NAIL SIZE.3�X 0.131'-IM
2.WOOD SCREW-3'WS3 USP OR EOUIVALENT
DO NOT USE DRYWALL OR DECKING TYPE SCREW
MR-ek USA,Im. 3.INSTALL VALLEY TRUSSES(24-D.C.MAXIMUM)AND
SECURE PER DETAIL A
BASLE END,COMMON TRUSS 4.BRACE VALLEY WEBS IN ACCORDANCE WITH THE
OR GIRDER TRUSS INDIVIDUAL DESIGN DRAWINGS.
5.BASE TRUSS SHALL BE DESIGNED WITH A PERLIN SPACING
EQU UVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
6.NAILING DONE PER NDS-01
7.VALLEY STUD SPACING NOT TO EXCEED 48'0.C.
VALL EY TRUSS TYPI :AL
VAU-EY TRUSS TYPK� �BUE END,COMMON TRUSS
F2 OR GIRDER TRUSS
DETAIL
LOW(TYP.)
SECURE VALLEY TRUSS
W/ONE ROW OF 1 Od WIND DESIGN PER ASIDE 7-98,ASCE 7-02,ASCE 7-05 146 MPH
NAILS 6"O.C. WIND DESIGN PER ASCE 7-10 IN MPH
MAX MEAN ROOF HEIGHT=30 FEET
ROOF PITCH,=MINIMUM W12 MAXIMUM&12
ATTACH 2x4 CONTINUOUS NI SYP CATEGORY I BU LDING
T TO THE ROOF W/TWO USP WS3(1/4-X 3-) EXPOSURE C
W WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE:IN
ATT.A H 204
C x
0 THE R 0
OOD SCRE MAX TOP CHORD TOTAL LOAD=50 PSF
MAX SPACING=24'D.C.(BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF
ON THE TRUSSES
DETAIL A
(NO SHEATHING)
N.T.S.
JANUARY 28, 2015 LATERAL TOE-NAIL DETAIL ST-TOENAIL-SP
Q� MFFA USA,Inc. Page 1 of 1
NOTES:
1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND
EXIT 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.
-OE-NAIL SINGLE SHEAR VALUES PER NOS 2001 fb(naff) THIS DETAIL APPLICABLE TO THE
DIM. SP OF HE SPF PF-S THREE END DETAILS SHOWN BELOW
1sl wo WS N.9 68.4 SS7
_63:4 VIEWS SHOWN ARE FOR
.135 93.5 85.6 74.2 M.6 ILLUSTRATION PURPOSES ONLY
73.8
Au I Na 99.6 86A 84.5
in 74.2 ve US 57.6 50.3 SIDE VIEW
0
131 75.9 69.5 60.3 59.0 51.1 (as)
6 2 NAILS
1'18 BlA 74.5 64.6 63.2 U.5
L z
[ ,7T- EARSIDE
VALUES SHOWN ARE CAPACITY PER TOE-NAIL. NW SIDE
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPUED. pi—
EXAMPLE:
(3)-1M NAILS(.162'diam.x 3.5')WITH SEE SPECIES BOTTOM CHORD
For load duration Increase of 1.15: SIDE VIEW SIDE VIEW
3(nails)X 84.5(lb/nail)X 1.15(DOL) 2913 Ito Mayjmum Capacity (a4) (2"S)
3 NAILS 4 NAILS
- NEAR SIDE
FT— NEAR SIDE
NEAR SIDE
ANGLE MAY ANGLE MAY
VARY FROM ANGLE MAY VARYFROM
30-TO SO- VARYFROM 30-TO 60'
30-TO60'
45.OD' 45.00'
45.00'
FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK ,
MiT&USA,Inc. Page 1 of.1
MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SY STEMS,
2x6 "STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET
D 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
ATTACH TO VERTICAL SCAB WITH(3)-IW NAILS FACE OF CHORD IWO EDGE OF STRONGBACK
USE METAL FRAMING WEB WI rH(3)-led NAILS (0.13V x T)
ANCHOR TO ATTACH (DO NOT USE DRYWALL TYPE SCREWS)
TO TOP CHORD (0.13IN w)
ATTACH TO VERTIOAL
WEB WITH(3)-1W NAILS
(0.131'x X)
BLOCKING BEHIND THE ATTACH�4 VERTICAL TO FACE ATTACH TO CHORD
VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND WITH TWO 412 x T
RECOMMENDED WHILE BOTTOM CHORD WITH(2)-Im -DIAM.)
NAILING THE STRONGBACK NAILS IDA 31-x T)IN EACH CHORD WOOD SCREWS(.216
USE METAL FRAMING, ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE
ANCHOR TO ATTACH SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF
TO BOTTOM CHORD WEB WITH(3)-10d NAILS (0.131'x3j STRONGBACK(DO NOT USE
(0.131'x T) DRMALL TYPE SCREWS)
TRUSS � � � 1 44)-0 WALL BLOCKING
STRONGBACK (TYPICAL SPL (BY OTHnS) (BY OTHERS)
I ICE)
--01
THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT,
DESIGNED BY OTHERS.IF SPLICING IS NECESSARY,USE A 4'-0'LONG
SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-10d NAILS
(0.1 31'x T)EQUALLY SPACED.
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OFV-D'AND FASTEN WITH(12)-1 Od
NAILS(0.1 31"x 3')STAGGERED AND EQUALLY SPACED.
(TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL)
STANDARD PIGGYBACK
FtBRUARY 14, 2012 TRUSS CONNECTION DETAIL ST-PIGGY-7-10
@) MIT&USA,Inc.
MAXIMUM WIND SPEED.REFER TO NOTES D AND OR E
MAX MEAN ROOF HEIGHT=30 FEET
MAX TRUSS,8PACING-24"OC,
CATEGORY I BUILDING
EXPOSURE B or C
ASCE 7-10
DURATION OF LOAD INCREASE�IN
MITek USA,Inc. DETAIL Is NOT APPLICABLE FOR TRUSSES
TRANSIFERING IDEAS LOADS(SHEAR TRIJI
ADDITIONAL CONf3DERATIONS BY BUILDING
A-PIGGEACK MUSS.REFER TO IT EK MUSS DESIGN DRAWING. ENGINEERVDESIGNER ARE REWIRED.
SHALL BE CONNECTED TO EACH PURLIN
WITH(2)0 131'XSE-TOE NAILED. E
B-BASE MUSS.REFER TO MITEK TRUSS DESIGN DRAWING
C-PURLINS AT EACH WE TRUSS JOINT AND A�IMUM 2C 01
UNLESS SPECIFIED CLOSER ON MIT EK TRUSS DESIGN DRAWING. A
CONINECTTO BASE TRUSSWITH(2) 0.131-X3S-NAILSEACIA.
D-2X—X4�-SCM,SVEANDGMDEM"TCH�CHORDOF
Pl��K�USS,A�ACHEDTO�EF�E,CENMREDON
INTERSECTM,WffH(2)RMSOFD.l3l'X3'NA"OVO.C.
SCAB MAY BE ONITTED PROVIDED THE TOP CHORD SHEATHING
IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT�IN BOTH
DIRECTKANSAND
I.WIND SPEED OF 1;65 MPH OR LESS FOS ANY PIGGYBACK SPAN,OR
2.WINOSPEEDOF MRATO163MRAWITHAMAGMUM
PIGGYBACK SPAIN OF 12 ft
E FOR WIND SPEEDS BETWEEN In AND 160 MPH,ATTACH
MMEIK 3X8 20 GA NWaOn IR-ATES TO EACH FACE OF TRUSSES AT C
M.00 W/(4)0131'X 1.5-PER MEMBER.STAGGER NAIUS FROM
OPPOSING FACES.ENSURE eW EDGE DISTANCE.
(MIN �PAIRS OF PLATES RED REGARDLESS OF SPAIN)
D
WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS
REPLACE TOE"LING OF PIGGYBACK MUEB TO PURLINS WITH ANI
Pl-ATES AS SHOWN.AND INSTALL PURLINS TO BOTTOM EDGE OF BASE
TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE
TRUSS MFEK DESIGN DRAWING.
SCAB CONNECTON PER
NOTE D ABOVE
This sheet is proviI as a Piggyback connection
FOR ALL WIND SPEEDS,ATTACH MIT EK US 20 GA NI PLATES TO detail only.Building Designer is responsible for all
,jC
EACH FACE OF TRUSSES AT W CO.W/(4)0A 31-X 1.9 PER MEMBER Permanent bracing per s=ftrid�e�ngireering practices or
Nor
STAGGER NAILS FROM OPPOSING FACES ENSURE DAy EDGE DISI refer to BCSI for general guidance on laterral restraint
and diagonal bracing requirement.
VERTIMWEBTO FOR LARGE CONCENTRATED LOADS APPLIED
EXTENDTHROUGH
BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB:
OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE MUSS
MUST MATCH IN SIM,GRADE,AND MUST LINE UP
AS SHOWN IN DETAIL.
2) ATTACH 2 x x 4-0-SCAB TO EACH FACE OF
TRUSS ASSEMBLY WITH 2 ROWS OF led(0.131-X T)I
SP�ED 4-D.C.FROM EACH FACE. (SIM AND GRADE TO MATCH
VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.)
(MINIMUM 2X4)
3) THIS CONNECTION IS DAILY VALID FOR A MAXIMUM
CZ*K2fENMATEDUOADOF4D00LBSo@1.15). REVIEW
By A OUI ENGINEER 0 REWIRED FOR LOADS
GREATER THAN 4000 LESS.
4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS,
NUMBER OF KYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS.
5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH
THE PIGGYBACK AND THE BASE TRUSS DESIGN.
FEBRUARY 14, 2012 Standard Gable End Detail ST-GE130-001
F-777 @) Mittel USA Inc. PaI 1 of 2
Typical mIL-BraccaNailsol To
=LILI 2x Verficals W/10d Nails,6-o.c. V.,ficed stud
Verfical Stud (4) 16dCoremi
\1 Wire I BRACE
MiTak USA, line. 16dConerno"
SECTION B-B Wire Nails
D ONAI.BRADE Sposocir.c.
4 T O'C'MAX (2)-10d Common 6 Stud or
Wire Nails mo�6 2NI No 2 of leader
Use GEOMETRY AND CONDITIDINS
OWN ARE FOR IL-USmRAmDN ONLY TVical Hoi Brace
Nailed To
a Verficas
A
r'Ir 12 SECTION A-A /(4)-10dl Common Nars
F- Varies to Common Truss
SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2X4 BLOCKING BETWEEN THE FIRST
'L�'"ESIZ
LDRAW11INGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING
TO TRUSSES WITH(2)-10d NAILS AT EACH END.
Ar ATTACH DIAGONAL BRACE TO BLOCKING WITH
B 3X4 (5)-I W COMMON WIRE N
(4)-Bd NAILS MINIMUM,PLYIVOOO
V 7/// /Z/ / SHEATHING TO 2x4 STI)SPIF BLOC
Diagonal Bracing -L-Bracin,Rhader
RI to Section A-A he Section B-B
NOTE: �11 LM- Roof Sheathini,
1.MINIMUM GRADE OF J2 MATERIAL IN THE TOP AND BOTTOM CHORDS. V I /V a,
2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND
WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. o",
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT /(2)-told NAILS
BRACING OF ROOF SYSTEM.
4. U BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES 1x4 SRB
08 2x4 STUD OR BETTER WITH ONE ROW OF 10d!NAILS SPACED 6'O.C.
5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF
DIAPHRAM AT 4'�O.C. jruv -a @ 24" o.c.
6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 24 STUD AND A
2x4 STUD AS SHOWN WITH 1 U NAILS SPACED S'O.C.HORIZONTAL
BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD.
ATTACH TO VERTICAL STUDS W ITH(4)1 W NAILS THROUGH 2M. 6 DIAGONAL BRACE SPACED 48'0.C.
(REFER TO SECTION A-Ai Diag. Brace ATTACHED TO VERTICAL WITH(4)-ISd
7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1/3 point COMMON WIRE NALS AND ATTACHED
I
8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. if needed TO BLOCKING WITH(5)-1 Did COMMONS.
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR
TYPE TRUSSES.
End Wall HORIZONTAL BRACE
(SEE SECTION A-A)
JX4 � L.2X4 2 DIAGONAL
Minimum Stud Without DIAGONAL BRACES AT
Stud Size Spacing Brace Brace, Brace BRACE
Species L- 1/3 POINTS
and Grade Maximum Stud Length
2v4SPFStdAAx1 12"O.C� 4�O 7 43,2 6-04 1 8-0-15 1 12-1-6
2x4 SPF Sudi 16"O.C. 5-2-10 1 7-1-15 10-8-15
2v4 SIPF SKI/Strud 24"O.C. 2-11-1 3�O�2 4-3-2 1 5-10-3 8.94
+ Diagonal braces over 6'.3-require a N4 T-Brace attached to
one edge. Diagonal braces ever IZ-6'require 2x4 I-braces
attached to both edges. Fassen T and I braces to narrow edge
of web with I Od common wire nails Sin tic.,with Sin minimum
end distance. Brace must cover 90%of diagonal length.
MAX MEAN ROOF HEIGHT-30 FEET
CATEGORY 11 BUIUDING
EXPOSURE B or C
ASCE 7-98,ASCE 7-01 ASCE 7 05 130 MPH
ASCE 7-10 160 MPH STUD DESIGN IS BASED ON COMPONENTS AND ClUADDING
DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MATIRS. —1
FLBRUARY 14, 2012 Standard Gable End Detail SHEET2
. 1 77 (A) ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD mn-�USA,Inc. Page 2 of 2
Trusses @ 24" o.c.
HORIZONTAL BRACE 2x6 DAGON&BRACE SPACED 48�O.C.
ATTACHED TO VERTICAL WITH(4)-16d
MiTek USA, Inc. Roof Sheatt COMMON WIRE NAILS AND ATTACHED
TO BLOCKING WITH(5) IWOOMMONS.
V-3-
IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR
THE PROJECT ENGINEEWARCHTECT TO NAIL DIAGONAL BRACE TO
HE j �PURUN WITH TWO 1 W NAILS
IM DESIGN TH
CEILING DIAPHRAGM AND ITS ATTAC� 41E E
NE NT To THE
TRUSSES TO RESET ALL OUT OF PLA E LOADS THY T
MAY RESULT FROM THE BRACING OF THE GABLE 2X 4 PURUN FASTENED TO FOUR TRUSSES
WITH TWO 1 W NAIUS EACH.FASTEN PURLIN
TO BLOCKING W/TWO 16d NAILS(MIN)
Diag. Brace PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES
SUPPORTING THE BRACE AND THE TWO TRUSSES
at 1/3 points
if needed ON EITHER SIDE AS NOTED. TOENAIL BLOCKING
TOTRUSSESWITH(2) IWNAILSATEkCHEND.
ATTACH DIAGONAL BRACE To BLOCKING WITH
End Wall 1 (5)-1W COMMON WIRE NAII-S.
CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MY BE BRACED AS NOTED STRUCTURAL
METHOD I :ATTACK A MATCHING GABLE TRUSS TO THE INSIDE BASILE TRUSS
FACE OF THE STRUCTURAL GABI-E AND FASTEN PER THE
FOLLOWING NAILING SCHEDULE.
METHOD 2:ATTACH 2X-SCABS TO THE FACE OF EACH VERTICAL �B ALONG
MEMBER ON THE STRUCTURAL GABI-E PER THE FOLLOWING VERTIC&
NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRACE
AND SPECIES AS THE TRUSS VERTICAUS
NAILING SCHEDULE
FOR WIND SPEEDS 120 MPH(ASME 7-98,02.M),10 MPH(ASCE 7-10)OR-IESS,NAIL ALL
MEMBERS WITH ME ROW OF IN(.131-X 31 NAII-S SPACED 6-DO.
FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,051,M MPH JASCE 7-10)NAIL ALL
MEMBERS WITH TWO ROWS OF IW(.131-X 31 NAILS SPACED 6'QC�D%4 STUDS MINIMUI
MAJUMUMSTUDUENGTHSAF:USTEDON PAGE 1.
ALL SPACING METHODS SHOWN ON PAGE I ARE
VALID AND ARE TO BE FASTENED TO THE SCASS OR NIAYE STUD
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
0 0 T '6 '0 S,
N THE INTERIOR SIDE OF THE STRUCTURE.
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST
STRUM a
GABLE TRU�' BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM
CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN
IN THIS DETAIL IS FOR THE VERI ONLY.
NOTE THE DETAIL IS TO BE USED ONLY ZR
STRUCTURAL GABLES WITH INLAYED
0 U . RU WITHOUT INLAYED
S MARE NOTADDRESSED HERE.
ISANDARD
GABLE TRUSS
TECHNICAL BULLETIN
April 201Q
�y W�Yhaeu I I-
Multiple-Member Connections for Side-Loaded Beams with Concentrated Loads
Table 1: Maximum Concentrated Load Applied to Beam-Bolt or Nail Connection (ibs)(')
Hanger 11."o or%"a Boltsl'x4t 16d(0.148"x 31/4") Nails
Beam Configuration Bolt #Bolts #Nails
Type Diameted2) 2 _T_ 4T6_ 8 6 12 18 24
0 5 2,100 4200 6,300 8,400
3-ply W, 01iiiiiiiiii! FACE - - 2 125"' 41250") 6 370"' 8,495...
(5%"Beano) j 0 75 3,060 6120 9,180 12,240
TOP 0.5 760 1,525 2,285 3iO5O 1 06001 2 1250 3,1850 4,250ri"
075 930 1 860 2,790 3,720
FACE
(51/4" Beam) TOP OT55 1,050 2,1 DO 3,150 4200
1,530 3 060 4,590 6'1�0 1,060 2,125 3,185 4,250
FACE 1 05 2,100 4,200 13,300 8..400 2.125re 4,250(a 6,370's 8.495�x
(51/4"Beam) TOP 12,24D
A 075 3,060 6,120 9,180 12,24D
FACE 0,5 1,400 2,800 4,200 5,600 ---
4-ply 1%" 0,75 2 040 4,080 6,120 8A60
(7"Beam) TOP 05 675 1,355 2,030 2,710
_T
075 825 1,655 2,480 .305
FACE 0.5 2,800 5600 8,400 11,200 2 830e) 51665(e 81495en 11.330'x
2-ply 1%"+3%" 0.75 5,025 10 050 15,070 20,095
(7"Beam) TOP 0.5 935 1,865 2,800 3,735 945"' 1,890�5' 2,8300� 3,775"'
0.75 1,360 2,720 4,080 5,�O
OS 1,720 3,�D 5,160 6,880
2-ply 3/." FACE I
(7"Beam) TOP 075 2,480 4,960 7,440 1,121]
0,5 1,015 2,030 3,050 4,065
2-ply 11/4"+31/2" FACE I
(7"Beam) TOP 075 1,240 2,480 3,720 4,960
FACE 05 1,720 1 3,440 1 5,160 6,880
2-ply 1%"+31/." 075 2,480 4,960 7,440 9,920
J7"Beam) TOP 05 675 1,355 2,030 2710
075 825 1,655 2,480 3,305
51W,113/," FACE 1 OS 2,800 5,600 8,400 11,20D
TOP 10050 15,070 2,830M 5,655d) 8,495(a 11,330(d
201(7"Beam) 0.75 5,025 '095
1 See page 4 for table General Notes,correction details and beam depth limilithations,
2 Washers required,Bait holes to be 9/16"maximum for Y2"bolts, 1�16"maximum for 3/V bods.
3. Minimum end distance for does is 6".
4� Drilling bolt holes reduces the section of the beam and thus the load capal ofthe supporting member.Shear and moment
upacity of the beam must be chedited at the location of satin hol of boss
5. Number of required nails shol must be installed from sade opposite hanger,
6. Number of required nails shom,n must be installed from hanger side.Additionally,insult her the number of required nails from
side opposite hanger.
Page I of 8
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..1,...1,..ra. T.mrorald�Id T��J..M.�nl,t�I�Maft an�Fore is a tmderra�0 Myr�wumr NR 0 W10�lnznner NR Oxnpl An�mla�
TECHNICAL BULLETIN
April 2010
Bulletin TB-300
Table 2A: Maximum Concentrated Load Applied to Beam-Wood Screw Connection lbs)")
Fastener Type
Hanger wood USP WS Simpson SIDS
Beam Configuration Scre%,,
Type Length #ScrenI If Scream
2 4 6 8 2 4 6 8
FACEr" 3w 1,435 2,870 4,305 5,740 2,0,10 4,080 6,120 8,160
3-ply 1%"
(51W Beam)
TOP 3',T 720 1,435 2,155 2,870 1 020 2 D40 3,060 4,080
FACE 311V - - - - - -- - -
(5%"Beam) FTO'-(z- 720 1,435 2,155 2,870 1,020 2,040 1 3,060 4,080
FACE 31/,- 1,435 2.87D 4,305 5,740 2,040 4,080 6,120 8.160
(5Y4"Beam) TOP
4-ply 1%" FACE 'd) 1,055 2,110 3,165 4,220 1,360 2.720 4,080 5.440
(7"Beam)
TOP 12) 13"re 705 1,405 2.110 2.810 905 1,815 2,720 3,625
7-1-6o To-,88o
FACE 3W 1,915 3,825 5.740 7,655 2,720 5,440
2-ply I%"+31/2- V're 2,110 4,220 6.325 8,435 2,720 5,"0 8,160 10,880
(7"Beam) 3V 510 1,275 1,915 2,550 905 1,815 2,720 3.625
TOP S-ro 7D5 1,405 2,110 2,810 905 1,815 2,720 3.625
2-ply 3% FACE 1 6-se 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715
(7"Bear TOP(21
I
FACE 1,
(7"Beam) TOP 6.11, 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5"iPlo
2-ply 1%"+3%"
FACE(4f wN 1.055 2,110 3,165 4,220 930 1,860 2,785 3,715
2-ply 11Y."+TA"
(7"Beam) ')I I TOp(4) ff� 705 1,405 2,110 2,810 905 1,815 2,720 3,62,5
51/4"+1%" FACE 1 3%" 1,915 3,825 5,740 7,655 2,720 5,440 8.160 10,880
(7"Beam) TOP
1, See page 4 for table-Goneral Notes Corinthian details ald beam depth liontmons.
2, Install sor�f.m both sides of beam.
3, Install isamnes from side opposite hanger only,
4. Install scretiis from hanger side only.
5, 6"SDS or WS screm wo be used with Parallanno PSL and Mionollam"LVL,but am not recommended for TimlderStrhsnd�ILSL.
Page 2 of 8
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TECHNICAL BULLETIN
April 201�
b, B,,Iletin TB-300
Table 2B: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (lbs)r')
Connection Name
Wood
Beam Configuration Hanger Screw Tm"Lok
Type Length #Screws
2 4 6 8
FACE 3W 1,600 3,205 4,805 6,410
3-ply 1%.
(51W,seal
TOP In 3N." 800 1,600 2405 3,205
�4, FACE 3%. - - - -
(5%"Bill
TOP N' 3/.' 800 1,600 2,405 3,205
FACE 1 33/," 1,600 3,205 4,805 6.410
(5%-Beam) A TOP(')
FACE(2) 5.65/7 1.160 2,320 3,480 4.640
4-ply 1 V
(7"Beam) TOP(2) S',6-W 775 1,545 2,32D 3,095
FACE 33W 2.135 4,270 6,410 8,5,t5
2-ply 1%"+31% 5".61/4" 2,320 4,5Q 6,960 9,280
(7"Bean Top 12) 3W 710 1,425 2,135 2,850
51"6-/" 775 1,545 2,320 3,095
2-ply 3MI, FACE 1 511,13%, 1.161) 2,320 3,480 4,640
(7"Bean TOP
2-ply 1%"+3/." FACE 1 5",6%' 1,160 2,320 3,480 4,640
(7"Bean TOP
2-ply 1V+3%" FACE N) 5-,&W 1,160 2,320 3,480 4,640
(7
TOP 14) 5",63/4" 1,160 2320 3,480 4,IPI0
FACE
(7"Beam) TOP I')
+04" T,6%" 2,320 4,640 6,960 9,280
/ L-IJ
1, See page 4 for table General Notes,connection details and beam depth limitations.
2 Install sv�from both sides of beam
3, Install screws from side opposite hanger only.
4. Install scr�from hanger side only.
Page 3 of 8
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TECHNICAL BULLETIN
April 2010
by Weyerhaeuser Bullet[n TB-300
Table 1,2A, 2B General Notes
• Connections am based on NDSO 2005 or manufacturer's wide 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 am based on 16d common(0,162*x 3Y.")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 Tws Joist"Beams, Headers,and Columns Specifier's Guide(#TJ-9000)for required connections
for uniform side loads.
Bolt or Wood Screw Connection Details
112..bolts-e/16.'O maximum holes
34"bolts-"14"is maximum holes
Lead holes not required for mod screws,
Conc Load Conc Load Conc.Load Conc.Load
as
kz
is
2 Fastener 4 Fastener 6 Fastener 8 Fastener
Pattern Palftent l7aftern —Pattern
Min:5Wa_M_Depth' Min-�amDel Min.Beam Depth:
d=71/.'for`%",ax.fts d=9Y.'for W o bass d1=111/7forWobofts
d 91/7 to r 144"0 bo Its d=le for%'is bobs al=16"for 344o bolts
Conc. Load
Nailed Connection Detail
i *a
_E]
STAGGER NAILS TO
PREVENT SPLITTING
Sinker(typ)
Tyl '01411"x 3Y,")
LL
L
16;Nail
Nail Pattern
18 Nail Pattern Page 4 of 8
24 Nail iba_=
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TECHNICAL BULLETIN
March 2010:
T�
Table 3: Allowable Capacities of 51/4" Beams with Bolt Connections
Bolt Conn. Beam Depth
-- --F-
Dia. Loc. 7,/.- Fg,/.-, Syr 111/4" 11%" 14" 18" 20" 24"
Max 1W, I Sd 6,235 S545 8,755 9,560 12 345 15,005
Shea' >5d 10,150 10,500 12,950 13,825 16,800 19,600
(Ibs) Ks -Ed 3995 4,250 6,210 6,940 9,510 12,015
>5d 8 750 9,100 11,550 12,425 15,400 18,200
2 10605 15,295 15,685 23,905 32,760 42,265
%11 4 9,355 13,470 13,730 20,915 28,725 37,250
6 9,350 13,470 13,730 20,910 28,725 37,245
Max
as Morner, 8 13.510 20,575 28,275 36,685
t
E (ft-lb) 2 10SD0 15,291) 15,685 23,900 32,755 42,260
4 9,900 14,215 14,195 21,490 29,020 371225
6 29,015 37,220
36,655
2,745 4,445 4,665 6,240 6,810 8,795 10,690 12,611) 14,545 18,440
Max >Sal 5,235 7,230 7,480 9,225 9,850 11,970 13,965 15,980 17.955 21,945
Shear
(Itar) W. �Sd 1,455 2,845 3,035 4,425 4,945 6,775 8,560 10,390 12,250 16,040
>So 4,240 6,235 6,485 8,230 8,855 10,975 12,970 14,965 16,960 20,950
0 2 9,950 16,220 17,105 23990 26,730 36,385 46,670 58,130 70,740 99,375
4"5 4 66'
723174
2 0
'45 3 ..
2'5 6485
6 220 1 7 1 05
E IAII 4 9,025 14,305 15,065 21,000 23.3135 31,905 41,130 51,535 63,100 89,670
.M 6 14,305 15,060 20,995 23,385 31,905 41,125 51,530 63,100 89,670
0 max a 20,
Moment - 660 23010 31405 40510 50,795 62,260 88590
6 ,0 1 0
(ft4b) 2 9,950 16,210 17,100 23,985 26,725 W,380 46,665 58,125 70,740 99,370
W, q4 15,145 15.895 21,710 24,030 32,235 41,105 51,120 62,285 881015
6 32,230 41,100 51,115 62,280 88,010
8 40,475 50,335 61,335 86,745
Max 1A., d So 4,520 4,745 6,350 6930 8,950 10,880 12830
Shear >Sd 7,360 7,615 9,390 10,025 12,180 14,210 16,240
(lbs) -1141, �Sd 21895 3,090 4,505 5030 6,895 8,710 10,575
a Sd 6,345 6,600 8,375 9,010 11,165 13,195 5,225
2 18,090 19,080 26760 29,815 40,740 52,4W 65,495
0 E 4 15,960 16805 23,420 26,085 35,725 46,205 58,DS5
6 15,955 16,80) 23,420 26,080 35,725 46,205 58,060
Max 8 23,045 25,665 35,165 45,510 57,235
Moment -
(ft-lb) 2 18'080 19,070 26,755 29,810 40,735 52,425 65490
16,820t= 24,215 215.805 36,095 46,180 57,6DO
�6 36,085 46,170 57,595
45,470 56,715
Table 3 General Notes
• ConneGtion location refers to distance from face of bearing to oenterfine of connection,where d is the beam depth.
Less than 5d refers to connections located less than five times 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 am for 51/,'widths. Multiply by 1.33 for 7'wide beams.
• 9W and 111 TimberStrando LSL am 1.3E grade,all other depths am I.55E grade.
Page 5 of 8
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TECHNICAL BULLETIN
March 2010
by Weyerhaeuser Bulletin TB-300
Clonnection Design Example
Given the floor framing shown below, specify the necessary connections for the a 3-ply Micollam"LV-beam supporting
a 2-ply Microllam"LVL beam on one side and floorjoists from the other side. The floorjoists 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-)
Additional 3-1Y."x 14" Microllam"LVL Beam, Flush
C Clonnection
o -------------
Required for
C Concentrated Face Mount Hanger with 5,000 lbs Reaction
Loado"
L
-----------------------------------
2- 13/."x 14"
- 1
'roll
Microllame LVL 14"Fimr Joists @ 24'o.c., Tyip.
M'
m
Beam, Flush
4'-0"
Partial Framing Plan
Page 6 of 8
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TECHNICAL BULLETIN
March 2010:
by Weyerhaeuser Bulletin TB-300
Solution:
• Use the Level Trus Joists Beams,Headers,and Columns Specifiers Guide(#TJ-9000)to select a connection for th:
uniform loading.Multiple options exist that masts or exceed the 500 pit requirement:
— 2 rows of W'diameter bolts at 1 Ton-oanter(570 pIfi
— 2 rows of USP WS35 wood screws;at 16"on-center(540 p*on each side of beam
— 2 rows of SDS Y."x 3Y."at 24"on-center(510 plo on each side of beam
— 2 rows of 5"Trusstok mod scinews 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 1%"member and face mount hanger.
Again,multiple options exist that exceed the 5,000 b load requirement:
— W diameter bolts in a 6-bolt connection(6,300 Itis)
— 16d(0.148"x 31/4")sinker nails in an 18-nail connection(6,370 lbs)
— 3%"WS mod screws in an 8-screw connection(5,740 Ilia)
— 3%"SDS wood screws in a 6-screv,connection(6,120 Itis)
— W'Tnusst-ok mod screws in an 8-screw connection(6,410 lbs)
Note that the allowable applied concentnated load is dependent upon the type of hanger used and 16d common nails
must be used for lace 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 Level
software. Per the detail on page 4,the bolt holes will be located approximately Vto either side of the
concentrated load location. After inputting the span and load information,choose the two locations
corresponding to the concentrated load location(*/-) 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 Microllam"LVIL
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 Its. The highest calculated
moment is 25,215 ft-lbs. The connection is less than 5d(48"� 14"-5=70")from the and 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 His while the reduced allowable moment is
31,905 It-lbs. Therefore,the beam is acceptable with the 6 bolt 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.iLevelS(1.888.453.83581-vivivrXervel.corn
Aws,etesseser Ujisve,W.I.,esuderr len.61. nal Trus is.—W..s.F...atuder-ridwsysatowuser NR CM10visy...NR C,".1.,risrs.
Forte MEMBER REPORT Level,Floor Hush Rearm
3 PIECE(S) 13/4"x 14" 1.9E Microllaruc& LVJL PASSED
Ej
I M D....s a,.Homme.1,D.ei.,,.C.Fadmul
Design Results A...I@L..O.. Mimetut --Rft----FLW S,tum;Fla.,
Member Rel(Im, 759;0 2 7609 Passed(97%) all Type:Flush dawned
Sh...(Ism litlV 0 1-5 ll 13965 Pandend(49%) pull Has-Reatiddential
Moment(Ft It,$) 25215 0 al�I I TV W387 Passed(68%) puddle,rude:l8c
Load Del 0 3%Q 7 1 IVIT T489 Passed(11494) Design MethudAl Aso
Taut lased w U.) 0 456 a r 1 7ff D 733 Fell(�G)
Deffecom�LL L(�)ancl TIL(W40)
Dal results maturne a Mly buned ondleem efiere all miripmesem edges rd,al Will am pwWy bumed W prol asent soddity
Bum,Lu) NJ�,pmsraam el rep,and-umn)must be mamed at Ty IWIV ak unless detaudesdi athervem Pmer affammucal mul romilessang
d lal bnl is ressted as achaw.menstum d.bflTy
supports T.Wd A�lsdslla Real Su,l Rmsa,fiaws.pass)
Based, Beal real DendIrlsorillopffsamew A�.
11 Stud.11 Spm.Plus H, 360- 3 W 340- 16,1115955 10/0
12-Stud sal SWuse Pene,Fir 3,50- 3W 2.3Y I IU 141)45 10 10
- Bb.k,,,P.—I. seal W sm.n.1.ad,.,led dmdy sel he.andi tre lus Nestle ppw t.Ine merstas,Well cl,�,,�
Loads Lased.. Tfiburis, used! Flul RmA Ll�s smses. c.ample
slide,
J0,N) 0-00) oesmanse,1251, jl.i�
11 Umfim(PSF) I coo 4DO 0 0 0 00 10 Fl-
12 F.Ill 4 NIA 1000 4000 c 0
ILocation Analysis Sinea,Joe) usamet(Fl–fte)
I Actual I All I ITIF A0.11A11�11oF "'emems
1 3 60M11MG5110 1918613638711 0 1501-T$LEFT OF HANGER
12 5 39112569 i 0 9 25215136367110 BOLTS RIGHT OF HANGER
jm,N..s
L,nmtly,Fonew vI 1,Denege EWl Val 8 0 1
p2l 1&I
Page 8 of 8
CONTACT US - 1.888.!Level8 (1.888.453.8358)-vinsvir.lLevel.com I
AW.I.sauser.l.e., P-11— �rn�....Trus.nus weresemimscomenuarl 021)10W�Usw NR Compaly All raleses—ed