340 8th St SFR permit CITY OF ATLANTIC BEACH
.i) 800 SEMINOLE ROAD
.5 ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
SINGLE FAMILY DWELLING NEW
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 16-SFR-1561
Job Type: SINGLE FAMILY RESIDENCE
Description: NEW SINGLE FAMILY HOME
Estimated Value: $504,000.00
Issue Date: 9/13/2016
Expiration Date: 3/12/2017
PROPERTY ADDRESS:
Address: 340 STH ST
RE Number: 169928-0000
PROPERTY OWNER:
Name: Sifakis, Alex
Address:
GENERAL CONTRACTOR INFORMATION:
Name: AMERICAN CLASSIC HOMES LLC
,CBC 1260874
Address: 3481 St Augustine RD
Phone: 904-396-4955
PERMIT INFORMATION:
FEES:
ENG REV RESIDENTIAL BLD $100.00
PLAN CHECK FEES $844.00
UTIL REV RESIDENTIAL BLDG $50.00
BUILDING PERMIT FEE $1,688.00
WATER CROSS CONNECTION $50.00
STATE DCA SURCHARGE $25.32
i&WAITFSEkBR&BUSWHARGERDANCE$BSI B,L CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
� .. j 800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
Total Payments: $2,782.64
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
c�Lvr, City of Atlantic Beach APPLICATION NUMBER
7 1� Building Department (To be assigned`-'he Building Department.)
�')""''°''`"''�i 800 Seminole Road
�� ,_: Atlantic Beach, Florida - Fax 5445
�(�// Phone(904)247-5826 � Fax(904)247-5845
���;;lyP E-mail: building-dept@coab.us Date routed:
Cityweb-site: hftp://w .Mab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 34 C) De artment review required Yes No
/ uild"
Applicant: nning&Zom
(� Tree Administrator
Project: 1 � .>�itxfF fnf= �pM u lc
19 U Ic
Public Safety
Fire Services
Review fee$ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Rev -OW ved. ❑Denied.
(Circle one. Com ts: /1llzI
UILDING J \& 00
,(1��
PLANNING &ZONING viewed by: Date: U /
TREE ADMIN. Second Review:
❑Approved as revised. ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 05/14/09
s.•+"J" City of Atlantic Beach
.i �111
Building Department (To be assigned by the Building Department.)
= 800 Seminole Road
s Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 - Fax(904)2475845
E-mail. building-dept@mab.us Date routed: /�f,��F�
Cityweb-site: http://w ,coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 34 0 -_ De artment review required Yes No
Applicant: �A1EK10A t ! *;SCr___n �pm�� nning&Zom
Tree Aan mis ra or
Project: «z .pM " �(�1 u Ic
U 11c
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
Of Permit verified B
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Arany Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing DepartmentLReview: roved. 1 {Denied.
A / t4) !c�'/'t'PLANNING &ZONINGteTREEADMIN. w: , pproved as revised. ❑Denied.
PUBLIC WORKS Comments: c
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by, , L/
56 lz
FIRE SERVICES - Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
-
Revised 05/14/09
NOTICE OFCNT D DEC 16 2016 D
State of_ _, Countyof Up,
To Whom It May Coneem: Tax Folio N f / 00
The underaigned hereby informs you that improvements will be made to certain mW
the Florida Slamtes,the following infonnatlOn is stated in this NOTICE OF MMIsTPIC�rty and m Words=Mtb SeCtion 713 of
Legal Descnpflea ofpropmfy being improved: Xr / Q �NTiY_t3lk q � oi (
-1-1109
Address ofproperty being improved' 3t(,Q � � h
Genwal dawriptlon ofimprovemenb:�el !WlT, -------------
y o
Ownw: y
Onner's mtereat in sin ofthe Vw,,wt
Address ;fin 7 _
Fee Simple Titleholdw(ifothw than oma,
-----------
Name:
Contractor
Aleppo: 10.: ,fin
Telephone No.: �1 D
Surety(ifany) V l Fear No:
Adamaa f39a ( �
Amo
Telephone No: wtofBond$
v*amo and addreaa of en Fax No:
Y arson °loan for the cowhuction oftheim
Name: ,f.y Provememe
a!=
Address: r V c
Phone No:
a
Fex No; v
Name of person within the State of Florida,Mhw than r. m
himeWt;'deaigneted by ownw upon whom w6m or athw documents ma `= :C'=
awed: Name: .
Address: $
Y orc
m
, Telephone No: o �y
Fax No: rc g
In addition to himself, owner dwigoales'the following
713.06(2)(6),Florida Stomas. (Fin in at Grisre person to raceiw a copy of the Lienor'. Notice m
Name: option) provided in Seo m 02
w
Addrese:
.2EVzp
Telephone No: Fu No: — �w o ww
RiPimtmat date of Notice of Commencement(the expimtlen does hi one
spemSed): ( )Yew from the dale of recording ayes.a different date
!RIS SPACE FOR RECORDER'S USE ONLY OWNER
Sgsed:
BeForeme Date: 1
'+a.........
�,�„ OModds,hes asspd in Ne Couatyo..... Stere
JAMIE FENNELL P��yEa app
COmmiealona FF 111385 P-du.dldmdfimians
: w
My Commission Expires
April 09, 2018 NatsrYPublic:
Mycsmraisaioa wpires i
} ZONING REVIEW COMMENTS
sJ City of Atlantic Beach
U s Community Development Department
800 Seminole Road Atlantic Beach,Florida 32233-5445
con I D Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us
Date: 8/2/16
Permit: 16-SFR-1561 Applicant: American Classic Homes
Review: 1st Address: 3481 St Augustine Rd,Jacksonville, FL 32207
Site Address: 340 8' St Phone: (904) 396-4955
RE#: 169928-0000 Email: jen@jaxhomes.net
Correction Comments
1. 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 are available on the city website under "Planning and
Zoning"and at City Hall.
Derek W. Reeves
Planner
dreeves@coab.us
0- �
City of Atlantic Beach
- -Bulldittg Department 800 Seminole Road 1 CAtlantic Beach,Florida 32233-5445 ��^�`Phone(904)247-5826 Fax(904)25845�L ' 3 ZO�,E-mail: building-dept@coab.us ull Date routed: /f n
Cityweb-site: http:/1w .wab.us
APPLICATION REVIEW AND TRACKING FORM
34 Property Address: c) — De artment review required Yes No
uild'
Applicant: NQA,', ( 1 Aasto nning &Zona
TreeAdminis aor
Project I p� )g,.Dsloa( �p.m , �(� ter. u is
�i u Ic
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
Of Permit Verified B
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco ,
Other:
APPLICATION STATUS
Reviewing Department First Review: Approved. ❑Denied.
(Circle one.) Comments: / #K� / 4
BUILDING y (, / �//
PLANNING&ZONING y Date: ;/ r Pltl
Reviewed b
TREE ADMIN. Second Review: ❑Approved as revised.
❑D ied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 95/14t09
City of Atlantic Beach _ t• —.� ,=- +-• ___.M� l
APPLICATIONBER - -
- -- -
BuildingDepartment - - - - v"t— :'•fir" --- --- --
800 Seminole Road � - i (To beepartment.)
Atlantic Beach,Florida 32233-5445 JUL 13 2016 _ �o it
Phone(904)247-5826 Fax(904)247• 45
�r E-mail: building-dept@mab.us yY._ Date
Cityweb-site: hitpJAw .coab.us --
APPLI�C/Ai TION REVIEW ANDTRACKING FORM
Property Address: 34 0 � � De artment review re wired Yes No
y / uil '
Applicant: ( t (Lr 0 ( [ C7 kpmES' nning&Zom
pp�� (� Tree Administrator
Project: 1� .•DSr&'u'tF f'{�•Jytrrk7f b4�,y_ u Ic
u Ic
Public Safety
Fire Services
Review fee $ S-0 Dept Signature K.v T
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B
Florida Dept.of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
1
APPLICATION STATUS
Reviewing Department First Review: pproved. []Denied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING N \., - ^y
Reviewed by: � w`"— Date:J (�
TREE ADMIN. Second Review: []Approved as revised. []Denied.
1WO
R Com ants:
ppuuu�—CeISAFETY
71
Reviewed by: Date:
FIRE SERVICES - Third Review: []Approved as revised. []Denied.
Comments:
Reviewed by: Date:
Revised 05114109
CITY OF ATLANTIC BEACH
s� PUBLIC UTILITIES
V 1200 Sandpiper Lane
;;vJ f19� ATLANTIC BEACH,FL 32233
(904)270-2535 or(904)247-5874
NEW WATER/SEWER TAPREQUEST
Date: 7-/3 -/1u, Project Address: .fib U�/r�- 5'r12CF�
No.of Units: Commercial Residential ✓ Multi-Family
3 "
New Water Tap(s)&Meter(s) Meer Size(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:
(Applicmd)
CITY STAFF USE ONLY
Application# Jb 'SFi2-ISS/
Water System Development Charge $
y�Lo/i>.FNJ T—
Sewer System Development Charge $ va
Water Meter Only $ N
Reclaim Meter Only $
Water Meter Tap $ (mss)
Sewer Tap $
Cross Connection $ -50, 00
Other $
TOTAL $—M,.0�0
APPROVED: Kavle Moore,PE )` , \
(Deputy PW Dveaor wAWha ked ftnafure)
ALL TAP REQUEST MUST BE APPROVED BY UTL[77ES DEPARTMENT BEFORE FEES
CANBEASSESSED
(2J2K) (2J2K)
I I
(2)
1 24/32" SHEATHING EACH FACE (ul
OF WALL PER DETAIL
I I
A.E.'.
FILE COPY
9.1
EOXA ENOINCLRINO IN
770 WAKEMONT OR.
ORANGE PARK
FLO RIGA 32055
190"1 'xl • DEPTH FOOTING (
u R„1 f I O A T E E-1-
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DETAII. CH FACE S' U ^ ,
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(2)W m (z) cz (2) END
(11110 I MI) S9. s s
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S
HEATH: ^ z ^7 M
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(z)za l six0e_—a]e°__
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onl'(MK) ,ois NUMBER:5981
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p1 i (u1x) , m (2)a BULLETIN DRAWING
(I]I
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----
( (zzvIKa)( R10 (IJIK) zIK) cl
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-- YAUL Dj�♦ni"�
No. 9660'.
CLARIFICATION OF SHEARWALL SHEATHING DIMENSIONS _b a
CONCERNING C2/S3.2 AND C3/S3.2: o '.• a fes?
cA•'• '..AR..... 1}�
SHEATHING LENGTHS AT INTERIOR SHEARWALLS ARE PER O`flS •••
SHEET S2. SHEATHING TO EXTEND TO BELOW FLOOR SHEATHING
PER REFERENCED DETAILS SHEET S2.1, crnuLolclnconw
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
F1 r ^�'^^I / ATLANTIC BEACH,FL 32233
', � W a f (904) 247-5800
BUILDING DEPARTMENT REVIEW COMMENTS
Date: 7.19.2016
Permit#: t169928-0000
1561 Applicant: American Classic Homes
Site Address: St. AB Site Address: 3481 St. Augustine Rd.,Jax
Review: Phone: 904-396-4955
RE#: Email: jen@jaxbomes.net
Homeowner: Alex Sifakis
Correction Comments: These comments are from 1 of 5 Departments that are
reviewing this application.
Application is disapproved for the following issues:
1. a lorida Product Corms submitted have a blank last page. Please complete t e last
age, in which we have here in the Building Department if you need it,and submit 2
ies to com tete t
2. . he nergy Conservation Calculations are missing the MANUAL S COMPLIANCE pec.
REPORT.2 co ies are needed. 7127116
3. esu mi page . Us ow corrected Code Reference numbers for the HANDRAIL rN�'
NOTE: AND STAIR NOTE: The code numbers appear to be from a different code date
n the 2014 5th Edition-R ntiaac �,
4. earwa etas s, and C3/S3.2,do not give the sheath' g dimensions.Verify a
rrect. 19e aG bm�
Mike Jones
Building Inspector/Plan Reviewer
City Of Atlantic Beach
800 Seminole Road
Atlantic Beach, FL 32233-5445
Ofc (904) 247-5844
Fax(904) 247-5845
Sen emall o � /2rv;rw Lavr mend 9 -7 11 16 IrT l
QPceo 1- 7--26.1%
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH FILE Copy
800 Seminole Road,Atlantic Beach,FL 32233 1
Office (904)247-5826 Fax(904)247-5845 ko-SFR-I S(o l
Job Address: L S}V 3 ur) Permit Number:?
Legal Description � p bj(c janfj( � Parcel# ) �,1�"1-I2E- C)
Floor Area or —Sq rt. —S%
`
Valuation of Work$ Proposed Work heated/cooled ' cl non-heated/cooled_ 2
3o4,C)00 toxo,( 5049
CWs of Work(circle one): (S> Addition Alteration Repair Move Demolition poollspa window/door
Useofexisting/proposed structure(s)(cinstalled?
Commercialdea6
If an existing structure,is a fire sprinter system (Circle ane): Yes No
Florida Product Approval#
For multiple products use product approval form
Describe in detail the type of work to be performed: nPlr�D S1V10t�� �if ll't'1l IL� l.C(.t-� I N CI,
Property Owner Information: �1� � � I ,
Name: It Address: "ff 0 �5Lta
ailor
City `T� State Zip 3 7J 3�Phone a
jopl
Contractor information, CONTRACTOR EMAIL ADDRESS:
gent: f,�7 7,,
4mQflCcih L�u�l -fQJ1✓12 ,(� Quali ing A ' 5 r'
Company Name: �..(
Address: 'rp Ci �/P State Zip-5 4,?c-
ice Phone 9 o S@e/,C nraar Number / Fax#
State Cer[i6rstioa/Registration# I
Architect Name&Phone#
Engineer's Name&Phone u �"� _r] s - �
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address "
Application is herebv made to obtain a permit to do the work and installations as indicated. I certify that no ork or.rota a on as prior fu th
issuance ofapermii andthat a/f work will be err//ormedfo meet the standards of all laws regulating construct oa in this* Ks id This permit becomes nu,
and void+%%work is nm commenced within six(6Jmonthr,or if canslnrcfion or wwk is sur nded or abandon
him. time a e
work is commenced. I understand thus separate perm...must be secured for Etecrr---- -ork, Pfumbtng,S/gns, ells, Poots, urn neeaI Sofien,Hen en
Tanks and Air CondidoneM de
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR LPENDER OR AN ATTORNEY BEFORE RECORDING Yffii NOTICE OCONSULT F
O
COMMENCEMENT.
I hembp certify that I have rend d unined this plication aadkmow the same to be true and correct. All provisions offaws and ordinances governing thi
type o)work will ba camp/fed i hether s ea ted herein or not. The granting of a permit does not presume to give authority to violate or cancel fh
pravisiaru ofarry afherfedera( ae rlacal�rw regulating construction or the performance ofcanetruction. �(
Signature of Owner Signature of Contractor
Print Name ...._...�.L._ ._....5.�____ .1_.lI S_._.__._. Print Name
Bo p B fore m 20 A/this_ ay of h 20 ' t y of
11�
Notary Public 'N:'vor JENNIFKRLYNNEC No I �M,r JEN FFERL'R
MY COMM19510N1 FF 072755 MY Co%,ssni0 FF 07275
'a Y� EXPIP.ES'NM*r 21.2017 + " E%PIPES.Nv+emheR637 d01.26.10
"�lC+ Bmu07ArtBulpNNOVYBmkN ry�na` Bm0e41nrvBUEgetNNr/Sm
+bqh�
DO NOT WRITE BELOW- OFFICE USE ONLY
pp ica e o es:
Review Result (circle one): FILE MPY
Approved Disapproved
Approved w/ Conditions
Review Initials/Date:
Development Size
Habitable Space3kY9 S•F Non-Habitable /90 T
Impervious area
Miscellaneous Information
Occupancy Group e3
Type of Construction V
Number of Stories 2-
Zoning District.9 s -2
Max. Occupancy Load_
Fire Sprinklers Required—
Flood Zone�(
Conditions/Comments:
I
SIFAKIS ALEX L Primary Site Address Official Record Book/Page Tile#
340 8TH ST 340 8TH ST 17488-00952pl� 9416
ATLANTIC BEACH,FL3223345D9 Atlantic Beach FL32233 Ike
340 STH ST
Property Detail _ Value Summary
RE# 1699280000 2015 Certified 2016 ba Pmms
Tex District USD3 Value Mathod CN4A CAMA
Property.Use 0100 Single Family Total Building Value $45,301.00 $47,215.00
#of Buildings I Extra Feature Value $1,225.00 $1,107.00 _
Legal D®c. For Ful legal description see land Value(Mari $310,000.00 $340,000.00
lard 8 Legal secbn below land Value fAaric 1 $0.00 $0.00
Subdivision 03101 AMANTIC BEAM lust(Market)Value $356,526.00 $388,322.00
Toll Arm 6,137 Assessed Value $269,987.00 $388,322.00
The sale of this property may result in higher property taxes.For more Information go COP Dm/PortabiUry Amt $86,539.001$0.W $0.00/$0.00
to Sale Our Homes and our property Tax EsOmator.'1,Progres'property values,
exemptions and other suppoiGrg information on this page are part of me woddng tax Exemo[lons $$p,500.00 See below
mil add are subject W change.Certified values listed In the Value Summary are Dose Taxable Value $219,487.00 See below
retired in October,but may include any official charges made after reRiFimtion team
how the Procell Anoaiser's Of lue values property.
Taxable Values and Exemptions—In Progress+J
V there are no exemptions applicable to a taring authority,the Taxable Value Is the same m the Assessed Value listed above In the Value
Summary box.
County/Municipal Taxable Value SIRWMD/FIND Taxable Value School Taxable Value
No applicable exemptions No applicable exemptions No applicable exemptions
Sto
Boaksok/Page HisSale Date Sale Price Deed Instrument Cod Qualified/Unoualifird Vacant/Improved
1748840952 3/2/2016 $36Q000.00 WO-Warranty Deed QualiOed Hoprovad
15019-02205 9/17/2009 $325,000.00 WO-W:rnaft Deed Q1. ed
Improved
11529-01564 12/122003 $305,000.00 WD-Warant,need UrguaIn d Onproyed
09155-00932 12/8/1998 $100.00 MS-Miscellaneous Unquali led Onproved
0900000966 7/6/1998 $100.00 MS-Miscellaneous Unqualified Improved
0178100250 1/1/1899 $0.00 -UnUawn Unqualified bnproved
Extra Features
LN FeatureCode Featpre Description Bldg. length Witlth TOWI Units Value
1 1DKWR2 I Deck Wooden 1 16 14 84.00 $1,107.00
i
land A Legal
LandlP al
LN Code Use Description Zo nlna Front Depth Category land Units larm!Tw land Value IN legal Description
1 0100 RES t03-7 UNFi5 PER ARS-2 50.00 1130.001 Common 11.00 I Int $340,000.001 1 5L9 I6-2S-29E
2 ATLANTIC BEACH
3 IDT 19 ELK '
Buildings J
Building 1
Building 1 Site Aedres Element code Detail
340 8TH ea UnR
PBntic aBeady FL32233 Exterior Wall 7 J Cem Fib Shing
Roof Go 3 3 Gable Hip
SfORr
BUIIEInp Type 0101-SFR 1 V Roofing
Cover 12 12 Modular Metal
Y.Built 11947 Interior Wall 3 3Pliuteretl
Building Value $47,215.00 i J
Int Floodi g 11 11 Car Clay Tile r'e l JII
Int Flooring 12 12 HaNwootl d
Type Gross Healed EBectlw Heat Fuel 4 4 Electric
Arm Area Aril Heating Type 4 4 Forced Ducted
Fin S ened 89 0 29 Nr Gond 3 3 Cental '
Base Area 840 840 840
Unfin DiElement code ,
Series 252 0 126 Stades 1.000
Total 1176 840 995 Bedrooms 2.000
eths 1.000
_
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FORM R405-2014 FILE COPY
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: 3408th St 3859 Builder Name: Jacksonville Homes
Street: 3408th SI Permit Office:
City,State,Zip: Jacksonville Beach,FL,32250 Permit Number:
Owner. Jurisdiction:
Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2)
1. New construction or existing New(From Plans) 9. Wall Types(3872.5 sqft.) Insulation Area
2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 3633.30 ft'
b.Frame-Wood,Adjacent R=13.0 239.17 ft'
3. Number of units,4 multiple family 1 c.N/A R= ft'
4. Number of Bedrooms 5 d.N/A R= ft'
5. Is this a worst case? No 10.Ceiling Types (2312.0 sqft.) Insulation Area
a.Under Anic(Vented) R=38.0 2000.00 fl'
6. Conditioned floor area above grade(R) 3859 b.Under Aftic(Vented) R=19.0 312.00 ft'
Conditioned 11.floor area below grade(ft') 0 c. ft
NIA R= f
Ducts R
]. W ndows(fi. sqft) Description Area a.Sup:Affic,Rel:1 sl Floc AH:Garage 6 385.9
a. U-Factor: Dbl,U=0.33 655.50 ft b.Sup: Attie Rel:2nd Floor,AN:2nd Floor fi 385.9
SHGC SHGC=0.25
b. U-Factor: N/A W 12.Cooling systems kBlu/hr Efficiency
SHGC: a.Central Unit 30.0 SEER:14.00
In.Central Unit 48.0 SEER:14.00
c. U-Factor N/A IF
SHGC: 13.Healing systems kBlu/hr Efficiency
d. U-Factor. N/A ft' a.Electric Heat Pump 30.0 HSPF:8.20
SHGC: b.Electric Heat Pump 48.0 HSPF:8.20
Area Weighted Average Overhang Depth: 1.000 ft.
Area Weighted Average SHGC: 0.250 14.Hot water systems
a. Electric Tankless Cap:1 gallons
8. Floor Types (3859.0 sqft.) Insulation Area EF:0.950
a.Floor Over Other Space R=0.0 1678.00 ft2 b. Conservation features
b.Slab-On-Grade Edge Insulation R=0.0 1547.00 ft' None
a other(se ,details) R= 634.00 ft 15.Credits CF, Pstat
Glass/Floor Area: 0.170 Total Proposed Modified Loads: 94.98 PASS
Total Baseline Loads: 96.78
1 hereby certify that the plans and specifications covered by Review of the plans and -TOE STgT
this calculation are in compliance with the Florida Energy specifications covered by this O = ; FOS,
Code. calculation indicates compliance
with the Florida Energy Code. h m,,,�lP--. ;,'f%:.il
PREPARED BY: Tim Isparyan%Ih&t.�AatilFw Before construction is completed n�
DATE: 6/8/i6 __-_,,,_-_ this building will be inspected for O
compliance with Section 553.908
1 hereby certify that tis builig (i, d i d, is in compliance Florida Statutes.
with the Florida EneCz FOOD tyE'fOJ <
OWNER/AGENT: BUILDING OFFICIAL _9 _-
DATE: _._.. DATE: (�
- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory-sealed In accordance with R403.2.2.1.
-Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and an envelope leakage
test report in accordance with R402.4.1.2.
61101201611:25 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of
Rooms I Units 1.000
2015 Notice of Proposed Pro a Taxes Notice TRIM Notice
TadnP District AssessrJ ValueExemptions Taxable Value last Year Propend Rolled-back
Gen GO Beaches $269,987.00 ($50,500.00 $219,487.00 $1,771.62 $1,289.08 $1,694.72
Public Schools:By State law $269,987.00 $25,500.00 $244,487.00 $1,225.54 $1,190.41 54198.94
By ISI acarol $269,987.00 $25,500.00 $244,987.00 $544.79 $549.61 $532.98
FL inland Navigation Dist $269,982.00 $50,500.00 $219,%7.00 $7.50 $7.52 $7.02
Anand(Beaty $269,982.00 $50,500.0 $219,487.00 $723.43 $730.56 5692.85
Water Mgmt D"hst.51RWMD $269,982.00 $50,500.00 $219,487.00 $68.77 $66.35 Sfi6.35
Gen Gov Voted $269,987.00 $50,500.00 $219,487.00 $0.0 $0.00 $0.00
School BoaN Voted $269,987.00 $25,500.00 $244,487.00 50.0 $0.00 $0.00
Urban Service Dista $269,987.00 $50,500.00 $219,487.00 $0.00 $0.00 $0.00
Tools $4,341.65 $4,333.58 $4,192.91
lust Value I Assesud Vdue Examp4lo. Tmble Value
Last Year $310,030.00 $267,845.00 $50,So0.00 $212,345.0
current Year $356,526.00 $269,987.00 $SD,5oo.0D $219,%2.00
2015 TRIM Property Record Card(PRC)
This PRC reflects property details and values at the time of the original mailing of the Notices of Proposed Property Taxes(TRIM Notices)
in August.
property Record mrd(PRC)
The PRC accessed below reflects property details and values at the time of Tax Roll Certification in October of the year listed.
2015
2014
4
•To obtain a historic Property Record Card(PRC)from the Property Appraiser's Office,submit your request here:
More Information
'gnoR Us I Pamel Tax RemN I GIS p I Mao this ororeM on Gooak Maw ON Fees Record
Map Output FILE COPY Page 1 of 1
JAXGIS Property Information
orsy ampnw
mzcae
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http://gismaps.wi.net/WEBSITE/DuvalMapsSQL/toolbm.asp 7/18/2016
FORM R405-2014
CEILING
V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic(Vented) 2nd Floor 38 Blown 2000 ft' 0.11 Wood
2 Under Attic(Vented) 2nd Floor 19 Blown 312ft 0.11 Wood
WALLS
# Ort
AdjT We,, Spam acent Cavity Width Height Sheathing Framing Solar Below
--_ _ _
_ 1 S=>N Exterior Frame-Wood tat Floor 13 16 6 10 165.0 ft' 0.23 0.75 0
2 E=>W Garage Frame-Wood 1st Floor 13 5 5 10 54.28' 0.23 0.75 0
-3 S=>N Garage Frame-Wood 2nd Floor 13 18 6 10 185.0 ft' 0.23 0.75 0
4 E=>W Exterior Frame-Woad 1st Floor 13 36 9 10 367.5 ft' 0.23 0.75 0
5 N=>S Exlenor Frame-Wood 1st Floor 13 20 4 10 203.3 ft' 0.23 0.75 0
6 E=>W Exterior Frame-Wood let Floor 13 8 3 10 82.5ft 0.23 0.75 0
_ 7 N=>S Exterior Frame-Wood let Floor 13 14 8 10 146.71t' 0.23 0.75 0
8 W=>E Exterior Frame-Woad tat Floor 13 53 5 10 534.2 ft' 0.23 0.75 0
_ 9 S=>N Eulerior Frame-Wood 2nd Floor 13 16 10 160.08' 0.23 0.75 0
10 E=>W Exterior Frame-Wootl 2nd Floor 13 2 10 20.0 ft' 0.23 0.75 0
11 S=>N Extenor Frame-Wootl 2nd Floor 13 19 10 190.08' 0.23 0.75 0
12 E=>W Enenor Frame-Wootl 2nd Floor 13 23 6 10 235.08' 0.23 0.75 0
13 S=>N Extenor Frame-Wood 2nd Floor 13 1 6 10 15.08' 0.23 0.75 0
14 E=>W Exterior Frame-Wood 2nd Floor 13 17 5 10 174.2 IF 0.23 0.75 0
_15 N=>S Extenor Frame-Wood 2nd Floor 13 1 6 10 15.0 ft' 0.23 0.75 0
16 E=>W Exterior Frame-Wood 2nd Floor 13 22 10 10 228.31N 0.23 0.75 0
17 N=>S Exterior Frame-Woad 2nd Floor 13 2 4 10 23.3 ft' 0.23 0.75 0
18 E=>W Exterior Frame-Wood 2nd Floor 13 4 3 10 42.58' 0.23 0.75 0
_19 N=>S Exterior Frame-Wood 2nd Floor 13 10 4 10 103.3 R 0.23 0.75 0
20 W=>E Exterior Frame-Wood 2nd Floor 13 2 4 10 23.3 ft 0.23 0.75 0
21 N=>S Exterior Frame-Wood 2nd Floor 13 10 4 10 103.3 ft' 0.23 0.75 0
22 W=>E Exterior Frame-Wood 2nd Floor 13 5 2 10 51.78' 0.23 0.75 0
23 N=>S Extenur Frame-Wood 2nd Floor 13 10 8 10 10671N 0.23 0.75 0
24 W-->E Exterior Frame-Wood 2nd Floor 13 17 8 10 176.78 0.23 0.75 0
25 N=>S Extenor Frame-Wood 2nd Floor 13 1 6 10 15.0 ft' 0.23 0.75 0
26 W=>E Edmior Frame-Wood 2nd Floor 13 18 9 10 187.5ft 0.23 0.75 0
27 S=>N Exterior Frame-Wood 2nd Floor 13 1 6 10 15.08' 0.23 0.75 0
28 W=>E Exterior Frame-Woad 2nd Floor 13 24 10 10 248.3ft 0.23 0.75 0
DOORS
# Omit Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 S=>N Insulated tat Floor None .4 3 8 24 ft'
2 S=>N Insulated 2nd Floor None .4 3 8 24 ft'
3 S=>N Insulated 2nd Floor None .4 3 8 24 ft'
4 5=>N Insulated 2nd Floor None .4 3 8 24 ft'
6110/201611:25 AM EnergyGaugeO USA-FlaRes2G14 Section R405.4.1 Compliant Software Page 3 o15
FORM R405-2014
WINDOWS
orientation shovm is the entered orientation(=>I changed 10 As Built rotated 180 de tees.
Wall Ownhang
# Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
_ 1 S=>N 1 Vinyl Low-E Double Yes 0.33 0.25 22.5 ft' 1 fl 0 in 1 It 0 in Drapesrolinaa Exterior 1
_ 2 E=>W 4 Vinyl Low-E Double Yes 0.33 0.25 90.0 fl' 1 It 0 in 1 ft 0 in Drapes/blinds Exterior 1
_ 3 N=>S 5 Wood Low-E Double Yes 0.33 0.25 96.0 ft' 1 ft 0 in 1 It 0 in Drapesrolinds Exterior 1
4 E=>W 6 Vinyl Low-E Double Yes 0.33 0.25 30.0 W 1 ft 0 in 1 It 0 in Drapes/blinds Exterior 1
_ 5 N=>5 7 Vinyl Low-E Double Yes 0.33 0.25 54.o ft' 180 in 1ft0 in Drapes/blinds ExtenorI
_ 6 W=>E 8 Vinyl Low-E Double Yes 0.33 0.25 30.0 8' 1 8 0 in 1 ft 0 in Dmpeslblinds Exledor 1
_ 7 W=>E 8 Vinyl Low-E Double Yes 0.33 0.25 6.0 ft 1 ft 0 in 18 0 in Drapes/blinds E denor 1
_ 8 W=>E 8 Vinyl Low-E Double Yes 0.33 0.25 16.0 8' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 1
9 S=>N 9 Vinyl Low-E Double Yes 0.33 0.25 21.01 1 It 0 in 1 8 0 in Drapeslblinds Exterior 1
_ 10 S=>N 11 Vinyl Low-E Double Yes 0.33 0.25 21.0 W 1 8 0 in 1 it 0 in Drapewblinds Eidenor 1
_ 11 E=>W 12 Vinyl Low-E Double Yes 0.33 0.25 18.0 W 1 ft 0 in 1 it 0 i Dropeslblinds Exterior 1
_ 12 E=>W 12 Vinyl Low-E Double Yes 0.33 0.25 9.0 W 1 80 in 1 ft 0 in Dmpesiblinds Exterior 1
_ 13 E=>W 14 Vinyl Low-E Double Yes 0.33 0.25 36.0 W 1 It 0 in 1 8 0 in Drapes/blinds Exterior 1
_ 14 EaW 16 Vinyl Low-E Double Yes 0.33 0.25 9.0 W 1 8 0 in 1 ft 0 in Drapes/blinds EMerior 1
_ 15 E=>W 18 Vinyl Low-E Double Yes 0.33 0.25 12.08' 1ft0 in 180 in DrapesPolinds Exterior
_ 16 N=>S 19 Vinyl Low-E Double Yes 0.33 0.25 35.0 W 1 8 0 in 1 It 0 in Drapes/blinds Exterior 1
_ 17 W=>E 20 Vinyl Low-E Double Yes 0.33 0.25 12.0 W 1 ft o in 1 8 0 in Drapes/blinds Exterior 1
_ 18 N=>S 21 Vinyl Low-E Double Yes 0.33 0.25 24.0 W 1 8 0 in 1 it 0 in Drapewili inds Exterior 1
_ 19 N=>S 23 Wood Low-E Double Yes 0.33 0.25 24.0 W 1 It 0 in 1 it 0 In DropesNlinds Exterior 1
_ 20 N=>S 23 Vinyl Low-E Double Yes 0.33 0.25 18.0 W 1 80 in 1 It 0 in Drapes/blinds Exterior 1
_ 21 W=>E 24 Vinyl Low-E Double Yes 0.33 0.25 36.0 ft' 1 It 0 in 1 8 0 in Drapesrolinds Exterior 1
22 W=>E 26 Vinyl Low-E Double Yes 0.33 0.25 36.0 W 1 It 0 in 1 ft 0 in Dapeslblinds Exterior 1
GARAGE
# Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation
_ 1 444 W 384 W 39 8 8 8 1
INFILTRATION
# Scope Method SLA CFM 50 ELA Er1LA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000318 3215.8 176.54 332.02 .3012 5
HEATING SYSTEM
# Sysbm Type Subtype
Efficiency Capacity Block Ducts
_ 1 Electric Heat Pump Nona HSPF:8.2 30 kBlu/br 1 sys#i
2 Electric Heal Pump None HSPF:8.2 48 kBlumr 2 sys#2
611012016 11:25 AM EnergyGauge®USA-RaRes2014 Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 98
The lower the EnergyPerformance Index,the more efficient the home.
340 8th St, Jacksonville Beach, FL, 32250
From Plans 9. Wall Types Insulation Area
1. New construction or existing New( ) a.Frame-Wood.Eztenor R=13.0 3633.30 fl
2. Single family or multiple family Single-family b.Frame-Wood,Adjacent R=13.0 239.17 ft'
3. Number of units,if multiple family 1 c.N/A R- fl?
d.N/A R= ft
4. Number of Bedmoms 5 Insulation Area
10.Ceiling Types
5. Is this a worst case? No a.Under Attic(Vented) R=38.0 2000.00 fl'
b.Under Attic(Vented) R=19.0 312.00ft
6. Conditioned floor area(fl') 3868 c.N/A R= ft
7. Windows" Description A. 11.Duds R ft'
a. U-Fedor: Diol,U=0.33 655.50 ft' a.Sup:Attic,Far tat Floor,AH:Garage 6 385.9
SHGC: SHGC=0.25 b.Sup: Attic,Rat:2nd Floor,AH:2nd Floor 6 385.9
b. U-Fador: N/A ft'
12.Cooling systems list Efficiency
30.0 SEER:14.00
a U-Factor: N/A ft' e.Central Unit
b.Central Unit 48.0 SEER:14.00
SHGC:
d. U-Fador: N/A ft' 13.Heating systems kBlumr Efficiency
SHGC: a.Electric Heat Pump 30.0 HSPF:8.20
Area Weighted Average Overhang Depth: 1.000 ft. b.Electric Heal Pump 48.0 HSPF:8.20
Area Weighted Average SHGC: 0.250
Insulation Area 14 a.El water systems Cap:lgallons
95
8. Floor Types a.Electric
a.Floor Over Other Space
R=0.0 1678.00 fl EF:0.95
b.Stab-On-Grade Edge Insulation R=0.0 1547.00 ft b. Conservation featuresc.other(see details) R= 634.00 ft None
15.Credits CF,Patel
I certify that this home has complied with the Florida Energy Efficiency Code for Building oFTxE srgpP
Construction through the above energy saving features which will be installed(or exceeded)
in this home before final inspection. Otherwise,a new EPL Display Card will be completed
based on installed Co a cem i t as '2
Builder Signature: Date:
a°
Address of New Home: 4 City/Fl-Zip: yYg4iv'�6
*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 EnergyGauge Rating. Contact the EnergyGauge Hotline at(321)
638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, 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.
8/101201611:25 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software
Page 1 of 1
FORM R405-2014
COOLING SYSTEM
# System Type Subtype Efficiency Capacity Air Flow SHR Block Duds
_ 1 Central Unit None SEER: 14 30 kBtu/hr 900 cbn 0.75 1 ys#1
2 Central Unit None SEER: 14 48 kBW/hr 1440 cfm 0.75 2 sys#2
HOT WATER SYSTEM
If System Type SubType Location EF Cap Use Se1PM Conservation
1 Electric Tankless Garage 0.95 1 gal 80 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model If Collector Model# Area Volume FEF
None Nona ft
DUCTS
/ —Supply —Return— Air CFM 25 CFM25 HVAC If
V If Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cod
1 Aflic 6 385.9 ft fat Floor 96.475 Default Leakage Garage (Default) (Default) 1 1
_ 2 Attic 6 385.9 ft 2nd Floor 96.475 Default Leakage 2nd Floor (Default) (Default) 2 2
TEMPERATURES
Programablee01Thermostat
OJan ,Y rD0' rr 11 Ceiling Fans:IApr M:yDO, rDOI rtX1I rr 11 OctN. rD01 Dec
HeatC001ing [ 'Jan [ 'Feb [%7 Mar ()(J Apr I May [ ]Jun Jul [ 'AugAu [ ]Sep [%)OctOcctt 1X7 Nov [ ]Dec
Venting
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling(WO) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling(WEH) AM M 78 78 78 7 78 8 78 78 78 78 78 78 78 78 78 7 7 78 8
Heating(WO) AM 66 66 fib 66 66 68 6B 68 68 68 68 68
PM 68 68 68 68 66 68 68 68 68 68 66 66
Heating(WEH) AM 66 66 66 66 66 68 68 68 68 168 88
PM 68 68 68 68 68 68 68 68 68 68 66 66
6/10/2016 11:25 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2014 '
MANDATORY REQUIREMENTS - (Continued)
2r R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as duds or plenums.
R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(47°C)
or below 55°F(13°C)shall be insulated to a minimum of R-3.,
R403.3.1 Protection of piping Insulation.
R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily
accessible manual switch that can tum off the hot-water circulating pump when the system is not in use.
R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat haps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heal trap or a
/ downward and upward bend of at least 3%inches(89 mm)in the hot water distribution line and cold water line located as close as possible
d/ to the storage tank.
R403.4.4 Water healer efficiencies(Mandatory).
O R403.4.4A Storage water heater temperature controls
R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls
capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum
temperature setting range shall be from 100°F to 140°F(38°C to 6WC).
R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied
to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main bumer(s)
of combustion types of service water heating systems to be turned off.
O R403AA.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of
Table 0404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water
heating category. Solar water heaters shall met the criteria Section 8403.4.4.2.1.
R403.4.4.2.1 Solar water heating systems.Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems.Soler collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors,
and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Prolocal,Collectors in installed solar water
heating systems should meet the following criteria:
1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal;and
'p 2. Be installed at an orientation within 45 degrees of true south.
ry R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meek the requirements of the
S` Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,orwith other approved means of ventilation.
Outdoor air intakes and exhausts shall have automatic or gravity dampers that Gose when the ventilation system is not operating.
R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and healing equipment.
O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building.The manufacturer and model number of fine outdoor and
indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors
which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation
such as standard kitchen and bathroom exhaust systems.
• 8403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the
calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.6,or the closest available size provided by the manufacturers product lines.The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
6/10/2016 11:26 AM EnengyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3
FORM R405-2014
Florida Department of Business and Professional Regulations
Residential Whole Building Performance and Prescriptive Methods
ADDRESS: 340 8th St Permit Number.
Jacksonville Beach, FL,32250
MANDATORY REQUIREMENTS See individual code sections for full details.
d 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy Performance level(EPL)
display card be completed and cedifietl by the builder to be accurate and correct before final approval of the building for occupancy.Florida law
[Sedion 553.9085,Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and
noupresold residential buildings.The EPL display card contains information indicating the energy Performance level and effidencies of components
installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C.
R4024 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Seed 402.1 through R402.4.4.
R402A.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The
sealing methods between dissimilar materials shall allow for differential expansion and contraction.
#R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in
accordance with the manufacturers instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction.
Where required by the code official,an approved third party shall inspect all components and verify compliance.
R402A.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air
changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with
a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an
approved third Party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1.Extenorwindows and doom,fireplace and stove doors shall be closed,but not sealetl,beyond the intended weathersMpping or
other infiltration control measures;
2.Dampers including exhaust,intake,makeup air,backtlreft and flue dampers shall be closed,but not sealed beyond intended
infiltration control measures;
3.Intend doom,if installed at the time of the test,shall be open;
4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5.Heating and cooling systems,If Installed at the time of the test,shall he turned oft;and
6.Supply and return registers,if installed at the time of the test,shall be fully open.
R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-f0ing flue dampers and outdoor combustion air.
O R402.4.3 Fenestration air IeskageWindows,skylights and sliding glass doors shall have an air infiltration hate of no more than 0.3 dm
per square foot(1.5 Ushi and swinging doors no more than 0.5 cfm per square foot(2.6 Jami when tested according b NFRC 400 or
AAMANVDMA/CSA 10VI.S.2/A440 by an accredited,independent laboretory and listed and labeled by the manufacturer.
Exception: Site-built windows,skylights and doom.
O R402AA Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not
more than 2.0 chn(0.944 Lis)when tested in accordance with ASTM E 283 at a 1.57 par(75 Pa)pressure differential.All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or calling covering.
l� R403.1.1 Thermostat provision(Mandatory).Al least one thermostat shall be provided for each separate healing and coding system.
R403.1.3 Heat pump supplementary heat(Mandatory).Heat pumps having supplementary electric-resistance heat shall have controls
that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.2.2 Sealing(Mandate ll ducts,air handlers,and filter boxes and building cavities that form the primary air containment
passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance
with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet dud tightness criteria by podt nstrudion
or rough-in testing below.
Dud tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater cedifietl in accordance with Section
553.99,Florida Statutes,or as authorized by Florida Stables,to be'substantially leak free by either of the following:
1. Post-construction lest:Total leakage shall be less than or equal to 4 dm(113 Umin)per 100 square feel(9.29 m2)of conditioned floor area
when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler endosure.All
register boots shall be taped or otherwise sealed during the test.
2. Rough-in test:Total leakage shall be less than or equal to 4 dm(113 Umin)per 100 square feel(9.29 el of conditioned floor area when tested
at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturers air handier enclosure.All registers shall be
taped or otherwise sealed during the test.If the air handler is not Installed at the time of the test,total leakage shall be less than or equal to 3 dm
(85 Umin)per 100 square feet(9.29 m2)of conditioned floor area.
Exceptions:
1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope.
2. Duct testing is not mandatory for buildings complying by Section R405 of this code.
61101201611:26 AM EnergyGaul USA-FlaRes2014 -Section R405.4.1 Com Page l of
FORM R405-2014 TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: 3408th 513859 Builder Name: Jacksonville Homes
Street: 340 8th at Permit Office:
City,State,Zip: Jacksonville Beach FL.32250 Pemnit Number:
Owner: Jurisdiction:
Design Location: FL,Jacksomille
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.
Air-permeable insulation shall not be used as a sealing material.
Ceiling/attic 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
attic spaces shall be sealed.
Comers 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 thermal envelope insulation for framed walls shall be installed in
substantial contact and continuous alignment with the air baffler.
Knee walls shall be sealed.
Windows, skylights and doors The space between window/doorjambs and framing and skylights and
framing shall be sealed.
Rim joists Rim joists are insulated and include an air barrier.
Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside
and cantilevered floors) of subfioor decking.
The air barrier shall be installed at any exposed edge of insulation.
Crawl space walls 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 Class I
vapor retarder with overlapping joints taped.
Shafts, penetrations Duct shafts,utility penetrations,and flue shaft openings to exterior or
unconditioned space shall be sealed.
Narrow cavities Batts in narrow cavities shall be out to fit,or narrow cavities shall be filled
by insulation that on installation readily conforms to the available cavity
s aces.
Garage separation Air sealing shall be provided between the garage and conditioned spaces.
Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be
air tight, IC rated,and sealed to the drywall.
Plumbing and wiring Batt insulation shall be cut neatly to ft around wiring and plumbing in
exterior walls,or insulation that on installation readily conforms to available
space shall extend behind piping and wiring.
Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air
barrier installed separating them from the showers and tubs.
Electrical/phone box on The air baffler shall be installed behind electrical or communication boxes or
air sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall be
sealed to the sub-floor or drywall.
Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have
Basketed doors
6/10/201611:26 AM EnergyGauge9 USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and
shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This
selection shall be used to select coaling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the
toad calculation(or entering water temperature forwaler-source equipment),the blower cfm provided by the expanded performance data,
the design value for entering wet bulb temperature and the design value for entering dry bulb temperature.
Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return ducl(s)is installed in an unconditioned space.
Exceptions:
1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2. When signed and sealed by a Florida-registered engineer,in alllched single-and multi-family units,the capaci y of
equipment may be sized in accordance with good design practice.
O R403.6.1.2 Heating equipment capacity
• R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section
R403.6.1.1 and the heat pump total cooling capaciy shall not be more than 1.15 times greater than the design cooling load.
• R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.6.1.
R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel healing equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.6.1.
O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intenniftism basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
'ITS' R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections
0403 and 0404 of the Commercial Provisions in lieu of Section R403.
11403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall
include automatic controls capable of shutting off the system when the pavement temperature Is above 55°F,and no precipitation is falling
0(
and an automatic or manual control that will allow shutoff when the outdoor temperature is above Q'F.
\1O R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and
inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSVAPSP-15.The energy
requirements for portable spas shall be in accordance with ANSVAPSP-14.
O R403.9.1 Pool and spa heaters. All Pool heaters shall be equipped with a readily accessible onoff switch that is mounted
outside the heater to allow shutting off the healer without adjusting the thermostat setting.
R403.9.1.1 Gas and oil-Bred pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum
thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56.
Pool healers fired by natural gas or LP gas shall not have continuously burning pilot lights.
R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160,Table 2,Standard Rating Condilions-Low Air Temperature.A test report from an Independent laboratory Is
required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard.
O R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on heaters and pumps according to a
preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built In timers shall be deemed in
compliance with this equipment.
Exceptions:
• 1. Where public health standards require 24-hour pump operations.
2. Where pumps are required to operate solar-and waste-heat-recovery Pool heating systems.
3. Where pumps are powered exclusively from on-site renewable generation.
O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped whh a vapor-retardant cover on or
at the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or
�/ solar energy source computed over an operating season.
LJ' Rill Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be
high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps.
Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps.
O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights
R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6.
O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assembly of the exposed deck and beam type on
concrete deck rook do not have sufficenl specs,R-10 is allowed.
6H01201611:26 AM EnergyGaugc@ USA-FlaRes2014 -Section R405.4.1 Com Page 3of3
Project Summa Job:
wrightsoft 1 Summary Dale: Jun 10,2016
First Floor By:
Avalon Heating and Air
3565 Spring Park Rd,Jacks0 llle,FL 32207 Rlwm:8042451818 Web:ww.¢evaloneo.com❑cense'.Cl
Project Information
For: JWB Construction
340 8th St, Jacksonville, FL 32250
Notes:
Design
Weather: Jacksonville, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 32 °F Outside db 93 °F
Inside db 70 °F Inside db 75 "F
Design TO 38 °F Design TO 18 'F
Daily range M
Relative humidity 50 %
Moisture difference 52 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 17299 Btuh Structure 14834 Btuh
Ducts 5582 Btuh Ducts 6770 Btuh
Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Stull
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 22881 Btuh Use manufacturer's data n
Ratelswing multiplier 0.98
Infiltration Equipment sensible load 21129 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Tight
Fireplaces 0 Structure 916 Btuh
Ducts 1642 Btuh
Heating Cooling Central vent(0 cfm) 0 Btuh
Area(ft-) 1550 1550 Equipment latent load 2558 Btuh
Volume(W) 13950 13950
Air changes/hour 0.13 0.06 Equipment total load 23687 Btuh
Equiv.AVF(cfm) 29 15 Req. total capacity at 0.70 SHR 2.5 ton
Heating Equipment Summary Cooling Equipment Summary
Make Goodman Mfg. Make Goodman Mfg.
Trade GOODMAN; JANITROL;AMANA DISTI... Trade GOODMAN; JANITROL;AMANA DISTI...
Model GSZ140301K Cond GSZ140301K
Al ref 7995113 coil ARUF31B14A
AHRI ref 7995113
Efficiency 8.2 HSPF Efficiency 12.0 EER, 14 SEER
Heating input Sensible coding 19600 Btuh
Heating output 27800 all @ 47°F Latent cooling 8400 Btuh
Temperature rise 27 °F Total cooling 28000 Btuh
Actual air flow 933 cfm Actual air flow 933 cfm
Air flow factor 0.041 cfm/Btuh Air flow factor 0.043 cfm/Btuh
Static pressure 0.50 in H2O Static pressure 0.50 in H2O
Space thermostat Load sensible heat ratio 0.89
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
rl htsofC 2015Jun-101254:40
w
9 RiphtSURe9 Unwmal 2015 Mon RSU23882 Page 1
_s\Home%DropboADucttayouts\3108th St3858.mp Ca =MJS FmniOmrlams: N
Project Summa Job:
wriyhtsoft J Summary Dine;
Jun 10,2016
Second Floor By:
Avalon Heating and Air
3665 spring Park Rd.Jacksoneft,FL 32207 Phone:9042451818 Web:w myalonac.cam License:oMD1249968
Project Information
For: JWB Construction
340 8th St, Jacksonville, FL 32250
Notes:
Design Information Jacksonville, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 32 °F Outside db 93 'F
Inside db 70 °F Inside db 75 "F
Design TD 38 °F Design TO 18 °F
Daily range M
Relative humidity 50
Moisture difference 52 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 18340 Btuh Structure 20141 Btuh
Ducts 9815 Bluth Ducts 11924 Btuh
Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh
Humidification 0 Stub Blower 1707 Btuh
Piping 0 Btuh
Equipment load 28155 Btuh Use manufacturer's data n
Rate/swing muhiplier 0.9B
Infiltration Equipment sensible load 33028 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Tight
Fireplaces 0 Structure 2115 Btuh
Ducts 2939 Bruin
Heating Cooling Central vent (0 cfm) 0 Stub
Area(fta)) 2303 2303 Equipment latent load 5054 Btuh
Volume(ft3) 20727 20727
Air changes/hour 0.12 0.08 Equipment total load 38083 Btuh
Equiv.AVF(cfm) 40 20 Req. total capacity at 0.70 SHR 3.9 ton
Heating Equipment Summary Cooling Equipment Summary
Make Goodman Mfg. Make Goodman Mfg.
Trade GOODMAN; JANITROL;AMANA DISTI... Trade GOODMAN; JANITROL;AMANA DISTI...
Model GSZ140491K Cond GSZ140491K
AHRI ref 7995031 Coil ARUF61D14A
AHRI ref 7995031
Efficiency 8.5 HSPF Efficiency 12.0 EER, 14 SEER
Healing input Sensible coding 31150 Btuh
Heating output 47000 Btuh @ 47"F Latent coding 13350 Btuh
Temperature rise 29 °F Total coding 44500 Btuh
Actual air flow 1483 cfm Actual air flow, 1483 cfm
Air flow factor 0.053 cfm/Btuh Air flow factor 0.046 cfm/Btuh
Static pressure 0.50 in H2O Static pressure 0.50 in H2O
Space thermostat Load sensible heat ratio 0.87
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
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Job M Avalon Heating and Air Scale: 1 : 107
Performed for: Rage t
JWB Construcdon 36655pdng Park Rd Rght-SuVe®Universal zol5
348 8th St Jacksonville, FL 32207 15.0.25
Phone: 9042451818 RSU23802
Jacksonville,FL 32250 201&Jun-1012:55:12
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Job M Avalon Heating and Air Scale: 1 : 107
Performed for. Pape 2
JWB Conslr ictlon 3665 Spring Park Rd Right-Suim'HUnNema12015
340 Bth StJacksonville, FL 32207 15.025 RSU2W82
2018Jun-1012.55.12
Jacksonville,FL 32250
Phone: 9042451818 ...Dud ueyvutsvyt08th Sr 3859aup
1 ..avalonacxom
4. Duct System Summa Job:
Wr ht$�„ Date: Jun 10,2016
First Floor By:
Avalon Heating and Air
M658pnng Pod Rd.Jacksonville.FL 32207 Pli W42451818 Web:wuw.eval^nec.com L'mense:CMC124aa68
Project Information
For: JWB Construction
340 8th St, Jacksonville, FL 32250
Heating Cooling
External static pressure 0.50 in H2O 0.50 in H2O
Pressure losses 0.13 in H2O 0.13 in H2O
Available static pressure 0.37 in H2O 0.37 in H2O
Supply/return available pressure 0.282/0.088 in H2O 0.282/0.088 in H2O
Lowest friction rate 0.177 in/100ft 0.177 in/100ft
Actual air flow 933 cfm 933 cfm
Total effective length (TEL) 209 ft
SupplyDetail Table
Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv
Name (Btuh) (cfm) (cfm) FR (in) (in) Mail Ln(ft) Ln(ft) Trunk
1FL.eats c 1162 35 50 0.236 5.0 0x0 VIFx 29.4 90.0 st3
Dining h 2805 114 105 0.184 7.0 Oxo VIFx 43.6 110.0 st7
Dininga In 2805 114 105 0.187 7.0 OxO 111 40.6 110.0 st7
Foyeriswm h 2650 108 89 0.255 6.0 Oxo VIFx 20.8 90.0 st3
FoyWSfidirsd h 2650 108 89 0.231 6.0 Oxo VIFx 32.0 90.0 st3
xnohan c 2037 78 88 0.191 6.0 0x0 VIFx 37.4 110.0 st7
LNing h 3036 124 116 0.192 7.0 Oxo VIFx 37.2 110.0 st7
Living+ h 3036 124 116 0.177 7.0 0x0 VIFx 49.2 110.0 . st7
Panty h 558 23 6 0.238 4.0 Oxo VIFx 28.6 90.0 st3
Recmatlon Room c 2238 52 97 0.257 6.0 Oxo VIFx 19.7 90.0 st3
Recreation Rowe-A c 2238 52 97 0.242 6.0 Oxo 111 26.6 90.0 st3
Supply Trunk Detail Table Htg Clg Design Veloc Diam H x W Duct
Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk
st3 Peak AVF 933 958 0.177 686 16.0 0 x 0 VinlFlx
st7 Peak AVF 555 530 0.177 519 14.0 0 x 0 VINFlx st3
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Return Branch Detail Table
Grill Htg Clg TEL Design Veloc Diam H x W I Stl VJDis[ Duc[
Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) :, Trunk
rM 0x0 1 933 956 49.6 1 0.177 542 16.0 Ox 0 1 VIFx
4o1Junml1Ao
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9 Duct System Summa Job:
wri htsofC y Summary Date: Jun 10,2016
Second Floor By:
Avalon Heating and Air
36655prinq Park Rd,Jacksorl FL 32007 Phone:9042451818 Web:w e alonaccom License:CMC1249968
Project Information
For: JW13 Construction
340 8th St, Jacksonville, FL 32250
Heating cooling
External static pressure 0.50 in H2O 0.50 in H2O
Pressure losses 0.19 in H2O 0.19 in H2O
Available static pressure 0.31 in H2O 0.31 in H2O
Supply/ return available pressure 0.253/0.057 in H2O 0.253/0.057 in H2O
Lowest friction rate 0.172 irJ100ft 0.172 in/100ft
Actual air Flow 1483 cfm 1483 cfm
Total effective length(TEL) 181 ft
Supply Branch Detail • -
Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv
Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk
Bath c 112 4 5 0.247 4.0 0x0 VIFx 12.4 90.0 st1
Bath c 1484 55 69 0.229 5.0 0x0 VIFx 20.5 90.0 st2
Bed 2 close It 309 16 9 0.229 4.0 0x0 VIFx 20.7 90.0 st2
Bedmom2 h 4576 241 113 0.184 9.0 0x0 VIFx 27.4 110.0 st5
Bedruum3 It 3216 169 165 0.172 8.0 0x0 VIFx 27.6 120.0 sty
Belal4 c 4350 90 201 0.231 8.0 0x0 VIFx 19.7 90.0 st1
Sweden c 4339 128 201 0.233 8.0 0x0 VIFx 18.9 90.0 sti
Closet h 456 24 13 0.217 4.0 0x0 VIFx 26.5 90.0 st2
Closer 1.1 c 90 4 4 0.247 4.0 0x0 VIFx 12.4 90.0 SO
Glaser Rs c 40 2 2 0.249 4.0 Oxo VIFx 11.7 90.0 st1
Laundry c 863 5 40 0.333 4.0 Oxo VIFx 6.1 70.0
Master Bath It 5103 269 172 0.173 10 Ox0 VIFx 36.7 110.0 st4
Master stood. c 3079 104 142 0.186 7.0 0x0 VIFx 26.5 110.0 st4
Mester Bedroom-A c 3079 104 142 0.196 7.0 Oxo VIFx 19.0 110.0 st4
Master closet c 1846 58 85 0.187 6.0 0x0 VIFx 25.2 110.0 st4
Master Closet c 105 4 5 0.189 4.0 0x0 VIFx 24.2 110.0 st4
Noah It 1870 99 45 0.176 6.0 0x0 VIFx 33.8 110.0 st4
Rs cu..et It 542 29 12 0.194 4.0 0x0 VIFx 20.7 110.0 s[5
Rcom28 c 140 6 6 0.242 4.0 0x0 VIFx 14.6 90.0 st2
Stairalaellemy h 896 47 38 0.245 5.0 0x0 VIFx 13.6 90.0 W
Taw h 470 25 14 0.180 4.0 0x0 VIFx 30.9 110.0 st4
9o1dNalk,role.M1aw eros m•beelly overridden
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Supply Trunk Detail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk
st5 Peak AVF 439 289 0.172 559 12.0 0 x 0 VinlFlx st2
st2 Peak AVF 587 424 0.172 549 14.0 0 x 0 VinlFlx
st4 Peak AVF 663 606 0.173 475 16.0 0 x 0 VinlFlx all
all Peak AVF 891 1019 0.173 577 18.0 0 x 0 VinlFlx
DetailReturn Branch
Grill Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mall Trunk
rb3 0x0 1483 1483 33.0 0.172 388 14.3 22.00x25 10x110 SJSp
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Manual S Compliance Report Jab-
Date:p P Date: Jun 10,2016
First Floor By:
Avalon Heating and Air
3RA5 Spino Puk Rd.Jacksonville.FL MD7 Phone:b04 24 51 818 Web:—avalanec.cam Licane:CMC1249
Project Information
For JWB Construction
340 8th St, Jacksonville, FL 32250
Cooling
Design Conditions
Outdoor design DB: 92.8"F Sensible gain: 22616 Btuh Entering mil DB: 78.9°F
Outdoor design WB: 77.3'F Latent gain: 2095 Btuh Entering mil WB: 64.2°F
Indoor design DB: 75.0°F Total gain: 24711 Btuh
Indoor RH: 50% Estimated airflow: 933 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: SplitASHP
Manufacturer: Goodman Mfg. Model: GSZ140301K+ARUF31B14A
Actual airflow: 933 ofm
Sensible capacity: 24416 Btuh 108% of load
Latent capacity: 3231 Btuh 154% of load
Total capacity: 27647 Btuh 112% of load SHR: 88%
Heating Equipment
Design Conditions
Outdoor design DB: 31.8'F Heat loss: 22703 Btuh Entering cal DB: 58.97
Indoor design DB: 70.0`F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140301K+ARUF31B74A
Actual airflow: 933 cfm
Output capacity: 28700 Btuh 126% of load Capacity balance: 29 aF
Supplemental heat required: 0 Btuh Economic balance: -99 aF
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 933 cfm
Output capacity: 6.2 kW 93%of load Temp. rise: 21 °F
The above equipment was selected in accordance with ACCA Manual S.
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RE: 818905-
Site Information:
Customer Info: American Classic Homes Project Name: 818905 Model: Custom
Lot/Block: NA Subdivision: NA
Address: 340 8th St.
City: Duval State: Florida
No. Seal# Truss Name Date
35 T8922227 F22 826/016
36 T8922228 HJ01 626/016
37 T8922229 HJ02 626/016
38 T8922230 HJ02A 626/016
39 T8922231 HJ03 626/016
40 T8922232 HJ04 626/016
41 T8922233 T01 626/016
42 T8922234 T02 626/016
43 T8922235 T03 626/016
44 T8922236 T04 628/016
45 T8922237 T05 628/016
46 T8922238 T06 826/016
47 T8922239 T07 626/016
49 T8922241 T09 6/226/016
50 T8922242 T10 626/016
51 T8922243 T11 626/016
52 T8922244 T12 626/016
53 T8922245 T13 626/016
54 T8922246 T14 626/016
55 T8922247 T15 626/016
56 T8922248 T16 626/016
57 T8922249 T17 626/016
58 T8922250 T19 626/016
59 T8922251 TGO1 626/016
60 T8922252 TGO2 626/016
61 T8922253 TG03 6/26/018
62 T8922254 TG04 626/016
63 T8922255 TG05 626/016
65 T8922257 TG07 826/016
66 T8922258 TGO8 6/26/016
67 T8922259 TG09 6/26/016
68 T8922260 TG10 6/26/016
69 T8922261 TG11 6/26/016
70 T8922262 TG12 6/26/016
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BOTCHORD 2x4 SP Not BOTCHORD Right ceting dirsGly applied or ID0OM brads,
REACTI0NS. (lbose) 3<18dd,31enkal.4•-41Alerhanicl,2-233
Max Herz 2-00(LC 0)
Max UpM13•-10(LC 1),441(LG 1),2-241(LC 8)
Max Gray 3=23(LC el,4=46(LC 8),2=233(LC 1)
FORCES. (IE)-Ms .Comp.lMss.Ten.-AEbores 201(b)or Was except"an shown.
NOTES- (7)
1)V✓nd:ASCE T-10:WX=130mph(}.rid gu.l)Ve =101mph:TCOL42Pal:BDOL=3.OW h=1815 C..11:Eap C.EMI..GGM=0.10:
MATTIS(envelope)gable and bone and C-C E2j tore, Wexpz
e, rO e]:ports k0 and rotspoeC-C exd: la members
all tortes 8 MV%FR3ler reaMbns shower:Umber DOL=1.60 Plate grip DOL=1.611
2)The h—has ben designed fora 10.0 pts bottom chord live bed....,hand win any Drier live beds.
3)'This true has been designed for a live betl M Mgpsf on the Witlan Mw1d in A areas wTere a rectangle 3 ball by 280 woe will
fit beNreen the bollen AON and any Mer members.
4)Ref,to glnion.)for ones to Was oonr�ion i.
5)P.Wa meMenlwl winney et
don(bhersWae
)of to brap
bearing plate ebW of wXhslanding 10 to upliftel joint 3,41 M uplill at joint 4
all 241 to uplift M joint 2.
6)'Beml-Nand proxismak.mmdlrq het.-Member end Nlly rrwdN was used In the analyse and design shier inas.
T)The manulcWined producti.ee.gned as an IncMdual Wilding asn Wren The suleblllly and use MMis mmponenll,ny psNruer
binding is the responsibility M he building designer per ANSI TPI t as rotereneed by the Willing Ae,
Qwanxru-uIMU.Mwnmra.mea4o MTu oxnuarmwctattorrtxP[r[.vaxcEwoE.s>m m.tmvawtaFxas raa.
o..e...w a w.om.n waMe nnnmm.Two wx.o a....a aey.e.n n.amd.w mwa..ria i.w..imNwx mx1M�nw..m..e,
°a."t.:piM0nxiw,.aw+wrvrewr. mdr:»we«unn:: 1wr.
n.M.M ac.
I aulleln
O. MkFw ..,ise m,wmam
mn.n=w.dower,..mm.aewmaw.n..a- mnMUTIPIM µ
aMyYdn .madbrmmwFunu.]eN.Lnflrc � T p�fl.mt�.
t
,b] 7. Tluea Tye GY PN
NEIY
919A5 JYFLPEX 1
°WMse FYMewu, .YXm'e..a . ]ems Igesund .arced .Me FnaaaalZ as.1.Fee,
UT3MePG5WOYB3nTTNbtrPV39yy0YI:v+A511PFW90kGUB5GTBBi].NCT%Yh m&&tiV
-2A0 1dO I
' 2L0 fO0
Syed 1&8
9
S.B
5 e
h1=
ORsw IX
LOADING(%O SPAGN0. 2-0O CSI. DEFL. N film) Well L/d PLATE9 GRIP
TCLL 20.0 Pkle Grip DOL 125 TC 0.9e VeR(LLI O.W 8 >9d9 2L0 MT20 24U193
TCOL ].0 Lumber DOL 125 BC 0.01 inni U.W 6 4% 180
BCLL 0.0' Rep SOeu Ina IES M 0.11 Hors(Tq D:00 3 his nla
BCDL 5.0 Code %C201LrtPR00] (MMI-M) Wbght:8 to FT-20%
LUMBER- W CNG-
TOPCHORD 2N SIP No.2 TOP CHORD gumbeNl weed Nnath'ng directs,epplled d,1-0 oc Wlpns.
BOTCHORD 2.41 No.2 BOT CHORD RigH mil'ng dbeatN applied or 1040 be bredng,
WEBS 2x4 SP NO.3
REACTIONS. (lelslye) 3--191 RAeMengel.a43deManbil,6=3WIO58
MaxHoa Sam(LC 6)
Max Upin
3-131(LC 1),4-5](LC 8),111 0)
Max Gray 3=1618),4-13(LC 3),6c800(LC 1)
FORCES. (Ib)-Mer.Carp./IrLi.Ten.-All bites 250(Iblorbu exm%marc Mo..n.
WEBS 28--2351375
NOTES- (8)
1)W ..ASCE]-10:Vu11=130mph(becond gu%)Vad 101m%p TCDL42pA;BOOL-3.Ops1;h=18X;Dal.II',Exp C',End.,GCpi=0.18;
MWFRS(enwbps)gable and NN,and GC Edema zme;C-C fm membsra and felws&MvMFRS for sectors alma,',LumOBr
DOL=1.W plata grip DOL=1.W
2)This Was beat been designed per 10.0 W boMm died and bad nmxnwrml wAh any OMer fue bads,
3)''rhe truss has been designed for aIlane bed M20.Opaf on the bar.abort all areata Wlere a radixi SBO all by 2-0 xWe will
is b°lemn Ne We.Mall and any her memMn.
Q Refer to girdars)for truss he W ss mandatory.
5)Bearing at Winds)6 considers parelle to grain value using ANSI?PI 1 angle to Brain IGrnuW. BuiWin,designer Mmb verity rip fly
0 bearin8 sudam.
6)Provide meUaniml cmneetion(by oM°Is)W Wu to bearing plate upa[k of vdNstanding 131 Is uPIM at pM 3.37 b uplift 4pM L
and 2]81b UPIM at JOIN 6.
7)'Se i-nBid plateaus"inducing heels"Member and fixity mode was used in Me analysis and design 0 MIS Wee.
8)Thr manNatlurM product Is,designed as an iMiindual Wilding sOmWreN, The sullablidy and use W this smlpmmt for any perwas
bi!Win a is the responsibility aMe bulking designer per ANSI TPI 1 as refemnead by the budding page.
aF£FFENCE.Pa
�rgealeelou nrymnlr Mne¢unnnorsi�r esB,Pi¢maeeenryupm pvnmHers¢neer,ann nM747.3 emNl,grempa,e,looad NF
arca ee¢gnermum wmyIna aR.i:Mnfmag,bameen am marsho hmaletnrs 0eegn lnlorne osenl
esagee¢ign adracngslnbcne0 ar prawn mcMllnp ollnGmOualwaavvG vrWar Mae membm W/. mpamryane parreaim armor
is a nraywree mrv.ennve^emprzvam mnapu rN paLeM pemna a, prtparool ve age emgaNmerN
vnulla,.nmava enlv1 e.aenvn am neaungarrva=1BrN eLrus¢wMerv.vx rµWryh pullbC Nrn.os0.e9.ne eeBl auMlne dGmpGrrerl eW.WReFM lad
rmlmemran., a..� iedm „¢¢ .vemu. real aMm
3
x JM Tnm Tra Tyle Fly Gy
ie6t310.5
91iW5 W.0 JerM(p^
radery Nal YNVMe.Fl9tM1 1 7aum 162016 MITek lnami Tt Fa JunNIATeM18 Peel
ID:T33<eBrG5ADYS1nTTNMZPY3iA1 NOMbx W Fsl'.(f23%MJ0XKc2TeanCLVRYSV%
JOO
i 3Da JW
Suave 1:12.3
e.W 12 s.L
d
2
t
I 5
ala II
OSMt 0311
LOADING(pap SPACING- 2-00 C81. DEFL In (hoc) glee LM PLATES GRP
TOLL 20.0 Pae Grip DOL 1.25 TOC
Varbi -0M 8 a999 240 MT20 2014180
TOM 2.0 Lumber DOL 1.25 BC 0.08 VN(TL) 4.01 5d >999 130
BGLL 0.0Rep Strep Ina YES NB 0.00 Hor1Ty 0.00 2 ole nor
BCOL 50 Cada FBC3014"12002 parrat-M) waiism FT=MIN
LUNGER- BRACING
TOP CHORD 2x4 SP No.2 TOP CHIDING SlmWnl wood eheati direi applied or 3 be prams.
BOT CHORD 2x0 SP No.2 BOT CHORD Rigd ening directly applied o 10-00 a brads.
SLIDER LM 2x8 SP Noi I1
REACTIONS. (lbrelze) 4=I5I11ilecharlal,2-243/558,5=11/1itedrnial
Mar Harz 2.92(LC 8)
Max 5--
UPIR u--LC 12).2-187(LC 8), 1(LC 12)
Max Gw M45lLC 1),2::11),513)
FORCES. (Ib)-Mex.Caaq.BAM.Ten.-Nllaces 250lDl arlea esapthMn Nwm.
NOMEF- 12)
1)Wind:ASCE 7-10.Vun=13Gnph C1 s%ond gui Vaudimph;TCGL4.2W UCOL-3.0p6f,Jy:I M Car II:Eno C:End.,GCPI-D.te:
mall(al W i .We and zone aM CL ELtanol2)WhI Idr members and fwwa 8 snyl far lercikme slaver,Lumber
DOL=1.80 plate grip DOL=1.30
2)This was nes been assigned fora 10.0 Pal bottom derd live Tad nonananant yaM any doer INe load$
3)'This wu has been designed M e INe Idea of A.apdm the bottom chard in all arcs where a ndalgle 3d AS by 2-0 vMe as
M berseen Me bottom chard and amy other member.
4)Refer to gl hai for buss to was eanadidns.
5)Prvtle meermiwl connection(by oMer)of mass b bearing plate sable of selemanding M Ib upMl Stjoint 4,182 0 upim at pim 2
and 1 IS uplM at joint 5.
8)-Ser rigid pndtbreeks incudilg heels'Memberand fixity model was used In Me analysis and design dMis era.
9)111hismanufacwred not redesgned asap ndivWual building mmponem, l ewnebiliryeMusedMb6ampweMlwnyMaly
a
building is the ri salNlny&Me building designer Per ANSI TPI 1 as Merenad by Me building Ands.
A w�amw.v�nh
Cetlqgmnvg ewMynlibneglmonr.euSxnnbuneanryu.H.nMyrM.MhiouwMeaW Mw�mtbo nnlpoePoeenpwnmercesMwye.YWmnbaersb[�Uu.maOWAaxunisreygw+tehtlnruilperoanmaafiu4extlYeakmWspiasMlblnrtnnbmmneMNYwrlslnneluatrynuwJaFlleonnrCaNrpre�oarem-wm mxMieexmers6vnnaeneugeepxnr.c.s P4Ionwa6pobm2nb]u
.-eirmrrsbrY.laawrgeen memaeilsanreee6onFwoerz3saA
napF6nunSea 1.
a
M e
aaYuaeFe i�Ire eelmry.en.1.b IS.lintwenvgWSmeba.ax HB xny GlxN,a9aLaaa aC6lauMlM aanipxd eW VaM.1.
BaNylNoeimabn amipnk Ram Thu%ne hnunme.3ID N.Ls 6Yn¢Sune]13,NewMna,VASS3d1l Tap,FL Mita
a ,
bb Two aaT,,@ Oty Py '
stews "m.. I9B
&AMaFYYSpan. JWmAe,Fllt]M 61x.Aar a Ale..eklneus'esh,Faun e,N]]se N;Pp,
ID:MWIuG54DY6lea Nhb PY3i-Rt Ndd uFa33G2Sg4tipeF0]Yx CLYJII33t%
]40
380
beei I]]
O r 3
eM s
2
1
e
Mu 4
3tl4_OINMa IX YF 11'034 G1-1
LOADINo(pa0 SPAGN4 2-04 CSI. DEFL. In (W) Intl IM PLA1E5 GRIP
TCL 30.0 Plate Glip DOL 135 TC 0.08 Ven(LL) 0.0, 4] >SW !AO Mi30 2M/150
TODL 7.0 LumM DOL 135 BC 0.10 Veh(TL) -0.01 4] >M 180
KILL 0.0 ' Rep Seasa lna YES MB 0.00 Hor(Tly 0.00 1 has nle
BOX 5.0 CWe FBC2at4lIPI200] (Mstri 5Wigig:13 Is FT=20M
LUMBER- & CINR
TOP CHORD 2x4 SP No.2 TOPCHORD Stlucturl asset sheathing direr*applied r3-00 oc PuA1a
BOTCHORD 2MSPNo.2 BOT CHORD Rigid alling directly applied or 1049 oc sable,
SLIDER LeB IM SP W.2 1E
REACTIONS. (IMme) 1=94Rdardanlul,3-BBIMeTnia1.1=20IMetlleniral
Mat,HMD 1.48(LC 8)
Mev UpM 1�W(LC e),3-56(LC 8).4=11(LC 8)
May Gnv,=Be(LC 1),3=66(LC 1).4=38(LC 3)
FORCES. (Ib) Mal.Ccmp.RAax.To.-NI Inca 350 Q51 a bueyapt wren Mown.
Ni p)
1)Wad:ASCE]-10:Wh-l3 M(3aemnd gu!)Vaad=,O,mph:TCDL4.2pa1:BCDL-3.O e,h-1811;CM.II;Exp 0:Elld.GCp WL18',
MWFRS(envebpe),Wb e1MzoneandC EAe W(2)IDne;GCfamvnbelaend Iwcaa8MN RSWsiemens Mown;Lumber
DOL=160 plate gnp DOL-1.80
2)This trues has been designed for a 10.0 Use Iwllam MGM We bad Ilwwnwnem wAN any other Ne bads.
3)'This trust,has been designed for a live lad of 200paf an the Wm Del In all areae wfiere a regangle 16 UM by 2-04 Wde wi
rA esteem the bmMm MGM and any Ui member.
4)Fear to gbdi for Vest,to Was anneeAMa.
5)Provide mechenisal detraction(by other)of twat,to beaing plate Gable 0wahalancfl g 34 Ib UPM at pint 1,581b uphe Mpint 3
end 11 to UPIM at pmt 4.
6)'SamLngld pAUbraka Including hands'Memby and fixity model was used in the analysis and design mini.wss.
7)Thismanufadiurdp WladesgnWasonndNWual Wilingcomponent. TnesuMbll4endusedtha Cprp fyarypWiwbr
Wilding Is the respcnaldlly of the Wilding hadgi per ANSI TPI 1 as Winstead by the WlMing ode.
Ow�mxxa.vanryengiwram,n+agauoaroraox Tmsnwacumao rrxasrvaxcssr .v.lauraplsa[wa[as.
�rNb en�wN MRW wnngpx ThbbSgn'a bead anyupmpvnMm NumvtlaM labis en YtlMl.i
u.ing mgrmM,np
aynem MbtlEYq Ns'gner wriry Ne emlM NdeeNnp P4aeem«P Ya Nb egn Meme menu
MJFabs Emgu.elzq tay.. ab. buWvq bl11.o. 4usse ii,arrNramemberony.069oM aryan3 gmammpylnp
gaJxr,MaP.Wpwbw..r.roepbl.peraw Ni.ry am nmPetymm.aa. emeamr.aaWbp m. MffBk'
Sda, .Ywpe,detrvery,enGm madgne blwssesenb wss shrews.ate pu�IMeduw,aBMaM adel euuainp eomlarwa eWPwM BYLAW.
YM1ry MpweLLin ava�laaM M1bm Tut,Melnpi.M,]1t,N.Lce wx,Sune al3.PkurW 4VP x]23 N. TSmp.iL X110
� NA Trvu rv»TNJe Ob Pfy
A" The' 8 1 iMt31 a]
&Men FMYum. JVJwnWa.Fl9]Na ].e10aPor Is In..x I—enea.IZ 11 on I.R]:.1 sam Peal
IDT33N9 WOy69rcT] PY39-v6uFA'A4m110ESMyGVl fUh II_51n_M.Y Gya
agp I lm
2+w tm
as
end=
4WF12
1 df
e 5 4
I�
Pkk Offees,my 12-Eeee 0.4131
WADING(Z BPACINO 2-00 CSI. DEFL. n (bo) VtleO LM PlATE3 GRIP
TCLL 20.0 Plate Gap DOL 1.25 TC 0.34 Vemlu 0.00 8 .999 240 MTM 2411180
TCOL ].0 Lumber DOL 1.25 BC 0.02 Ve0(]LI -0.00 It X909 180
It= 0.0 ' Rep Stress lnu VES MB 0.11 HorzQq -0.00 3 Ne nla
BCDL 5.0 Code FBC2014RPI200] "Mork-M) vVegM:B lb FT=00%
LUMBER. BRACING
TOP CHORD 2x4 SP N0.2 TOPCHORD Structural anoW shedming dimOly staged or 1410 be pules.
BOT CHORD 2x4 SP No.2 BOT CHORD RIBM roiling tllreaN applied!or 1600 ad leading.
WEBS 2x4 SP No.3
REACTIONS (Ib/slze) 3=-131MNlyn'vg1.44RAeGlali®1.6=3001038
MaxHerz 8=61(LC 8)
Max OpIA 3=131(LC 1),4=43(LC 0),6=280(LC BI
Max Grox 3=162(LC 0).4=13(LC 3),8=300(LC 1)
FORCES. 0b)-Max.Com xAOx.Ten.-AS faros 250(le)ar Ws seeps ween shown.
WEBS 28=285975
NOTES- (])
1)WFe:ASCE 7-10;W0=130Th(6semlM Met)Vas-ID1 mph;TCOL=4.2pd,,BOOL= .DpeY Want;CO.ll:Exp C;End.,GCO-0.18:
amft (elrvelopelgabk managers
entl CL EMerDOL 1.60 me grip kllezposetl:paU left mtllgM expoutl:C-C Mmemben
am kraeaM ndRS krneforaelwwn;LumberO0Mlivelp ngap DOL=1.60
2)ThR buu haE been CMagindfar a to.0 peril d20 Mama th Whom
wir b a ars INe sngls
31•Thq Wuhebttn Ue Mafara live load N20.Dps1 rn iM1e honour LM1ON in allamaa wherearedanpb 360 kll by 2-0-0wltlewlll
fit rlogirme Wfvt sst anaanya(hermamben.
41 Rekrfe gtrtl ani Im W as l on(b annehem)one.
5)PrmMe meManlralint 6, on(by othen)of wash belong ptdf<mpebk alwiNslanENg 131 Ib uplilltllolnl],431b uplMIDfainl4
and 26e Ib upIX1 areald 6.
7)' is MBItl PINI pWualsdInclud g1nx saniMMember eMfixitymhg wa8 e m Theanay818aan oeelpn o(a Man.
])ThIB mg isms retlpWugi5dee Wild ee an iiMier p ANSITmmpmeM. The auHMebentluaeof M'a rdnlglleM IOr dny paflkular
bulging iefM 25fWIEINIiIy of the Wilding tleeMnx pmANSI 188 rereRnreE by Ne buiping LMe.
pw ,xxan
Oeup r M N N a
Mlb wnly M Melva
..a war
n.xxo ey n n"=re MiTek
metes ra° a � M mol p n.oeeaa..a ecN e.MTce,nw•.nl m. Pew.
ew a
Jy Twe weTyye OtY PIY ]NN1y
eleN cm
@IMIe Fladana LmwMe FIeNM a 3WYePp 183016 MRek IMUWYLLx FlIJ'nNIaZF'..1101a Ppe1
ID'T331aARi5v0DYBhTiNMZPV3ixPUAZOYDh�UDE9]9JyGVAQPUrynipn_MNh93TV
ZDD
2W ad
SrYe�1:4.3
4W 12 die 4
a
2 4
I
5
sig
p 13
LOADING Ipm SPACING. 2-0O CSI. DEFL. k (loo) goad 4d P TES GRIP
TOLL 20.0 False GOP DOL 125 TC 0.29 Vari 0.00 10 r W 240 W20 24/1180
TCDL J.0 LumbN DOL 1.25 BC 0.20 Vg4TL) dW 6 499 180
BCLL 0.0' Rep Sawn lnv YES Y43 0.00 Hars(R) 0.00 d Na rid MygM:162 FT=20%
BCO 50 Cod FBC2 4711 0J (Mabaid)
LUMBER- BMCING-
TOP CHORD 2x4 SP No.2 TOP CHORD SDUsuMI Mood Member,direni a PPI.w 300m Puling.
BOTCHORD 2N SP No.2 BOTCHORD Right seting agreed,applied or 1600m brislig.
SLIDER Left 2116 SP N0.2 IE
REACTIONS. Ohne) 4=27RdaMenlul,5 eNlniml.2-272,36
Mas It.2=82(LC 0)
Ma Uplfift 8(LC 12).5=20(1.0 91 8)
Ma Gn v4=2]M1O 1),i--29(LO 3),2-272(LC 1)
FORCES. Ob)-Mea Ccmp.M .Ten.-M21ma250(Ib)mksscrept Winshown.
NOTES- (7
1)N1ta! A envebpel9oDle elMSCE pz aced C-CUFiterior(211zane rm9kverbll ex Bp»ed;;pDlM le11 n6E ngMelxpmed:-C brOmdnDNa
soil I.S MVVFRS is reasons Maim;Lumber DOL=1.80 PIN grip OOL-1.00
2)This Wa hes ben designed be a 100 Ps bmlwn Mold live bed nnconmmM weh any other 1'w keds.
3)'Thistruer,her been designed for a live load a M Oped on Me bottern MON in all areae are a reuangle 380 tall by 2O night,will
big"N"m the bead""'obi and my other members.
4)RNtt to girowls)for dues b era mnnMiOrm.
5)Provide meMankel rMnetlkn(by/bent 0l4ua to beating PIN Capable awiIM1NMbg 36 to upM At pIM 4,20 to Uplift joint 5
and 247 Ib uplM s pint 2.
6)'SSMFngid pilMbreake IR WC2g heels"Member end 0x'lly traded was Used h Ne malt and design of Mb Huss.
]I The manNCWred product is asspnW as an individual Wedding mmpnMt The suitability and user Mthe umpnnl for any parllrular
bulking is the responsiNly,of the Wilding designer per ANSI TPI 1 as Merenmd W N bidding mde.
.yrllyenpngmm�saWMlDMarEBWl3Me ANa INccWEa MFEI(REFERENCE
"'de se
L.Aaissn land ,u-11y vnb MlTex®vnroYm.IDu bean is NW O* *—perm 1hi—aM ie lw en lMiReml�oris mmPonanlFOp IBE.
.ay.I—s"u.e��WlMlre anryw.-ev M..,PDbsl a e.,Ipn I--- 'r'1-W,rv,ithla aeanlnlulne�owne 8k,
mos ee.bn. a nsl .ei.lr pawml.H4mnawm e„aa.r=awn,mom m.mbe,e on F. mane
s.waalya,Nulmd MrItIbleram mprtwY aYWsan ohela pneua81,r,as p,e.m.ge. t,,6 wY SuiMfe;aNb Y�
Ionpe.o..,,ereal.M btllld pig Mauu more' ANNW.by Gbna.os6a9en NauWla Cemgn.m BaY F.M FaatlW_
6.IMY Inlmmnlbn auaILW6M1am Trvu Rale InmW'Ste N.W Nrcn,Suu913,NeprEneV PZl31
- ND irvu nus TyPB Gry Py
Thoughe
BIBB15 CM k-0pn e
BLMn Fltlave, YbomM.Fl921I1 643.prIa au.wring Xu,Ne.'s,n N'.27...Flags,
b ia3aes:GSMDvarn+Imvra2+zvurAzyrnazexcenlcgrw'reIII.W3BwvpmRavv
zaa 1 zoo
z.o a zoo
Swl.=t16s
do
4e, n
2
'a
t
Ana II
PWOOIMde IXYF 30.30 D3-11
LOADING(pe) SPACING- 2A CSI, DEFL. N (roc) VCed Ud PLATES GRIP
TCL20.0 Pale Grip DM 1.25 TC 0.25 Veri 0.00 0 >966240 MTN 261/160
TCDL 7.0 Lumber DOL 125 BC 0.03 Ved( 01 0 >999 180
BCLL 0.0 ' Rep Stress Inv YES NB 0.00 Hell 0.00 2 me We
BCDL 5.0 Code FBC20141111PI2003 (Mebir-1AI NbipM:13r FT=20%
LUMBER- BRACING-
TOPCHORD 2x4 SP No.2 TOPOHORD Strvtlunl ward Me M,dlrel9y applled or 2-0 ac WIMn.
BOTCHORD U4 SP Na.2 BOTCHORD Rigel cal,directly appAbd or IDO-0 ac MxYlg.
SLIDER turn 2x6 SP No.216
REACTIONS. Bdeiae) 4=901echanical,2431N .SUWedwmpal
MexHot 2=76110)
Max Uplr4=19(LC 12).2=11 8I,5=-3(LC 1)
Max Grey 4=1 1(LC 3).2=231(LC 1).5=10(LC 3)
FORCES. (G)-Mm.Con,PAMw.Ten.-AIlf s2W(lb)absexup en shown.
NOTES- (TI
1)NTr ASCE 7-10:Vu8=1301(3-second Quist)Vessel 01 mph:TCOLiiul,BCDL:GSW',n=Ilp Cal.II;Exp C.End.,GCq=0.10:
MNFRS(enwlo yin gable end caro and C-C E4ental wne',C-C for members and farces B MNFRS for madame oboes:Lumber
DOL-1.60 False She W L=1.W
2)The truss,has been designed for a 10.0 ped ballon Moltl tier bad nonwnwnent with any ores lige beds.
3I'The trues has been designed for a lid bed d 20.0pd on the bonam actin all areas Mem a rectangle 3$4141 by 2Y wde*it
M between the Wnom act and my either members.
4)Raper to gilaenst for muss to muss connections.
5)PmvMe medanlcal connection(by p11rom)amuse to bearing plate capable dwtnatanding 1316 uplift W joint 4,191 b ui ap join 2
all 31b uplr an faint 5.
6)'Sem41pM pbMGeake inWding Heels"Member and fixity mobel was used in re analysis and drob,dab WBB.
TIThlsmanVWumdprWuObdesignedasan IndivOu buigingednpAnent The sunabllny and use of ale component for any FaNmkr
bulling is the responsibility are building designer Per ANSI TPI 1 as roe rend by the building aAe.
QWI V.XryM.IPnpwmaran.nG RE9a NaiES all IRIS aMa MCLPoEa MIIFR REEERENCEPPOEBrr.>nt w.fomtrzorSBEIaREWE.
T", anry ponyenmelert"i le fere,MMlel XUltling mmPnn nw
aMytMe[pIWITy epnpv.mean.M prtgrl/nygnrMml.Xe.gn lmorxe nwral
F
«''gmr
pore.nBrarmamm.mB.I.e, . 6fNmal.npnur/e,en.mwunrxrmm MiTek'
InlweM pltglYLmaae. npmerlpwe.nure9zNlnou.
M wary We.n am A.mush,xe MI Cough,Crime,Crime,meall BCW dIIMeanmpexm eaH 1.Sw NA.
e —ig, .mz sews Paw its n Leeatlem.Bua Alz....I Ill. T.mp,ii,aalo
JW Tmu =Tse Ob Fly ]pyKo
.1. Ent psn +
a Nwe Fp FL11wI. JvxmWe.Fl9]L. ].&OSIp Ip A16NRtl YgYxr.kc M. .1.s',s any leas
IOT33N9MaBA0YBYZT]N UN 73 PWAZKT10rBNLYpgBµt4Bu1NW31voNpINR 1.1N
I 241
' zoo 2ao
Scei 1&2
a
112
2
240
1
2m=
plane Ousels lX YF RO$8 0-61
WhOING(pa0 9PALING- 2-00 CN. DEFL, YI I c) I W PLATES GRIP
TCI, 20.0 PNe Grip COL 1.25 TC 0.29 Veri(LL) -0,W 7 -999240 WW 244/190
TCDL 7.0 Lumbar OOL 1.25 BC 0.00 Ven(]L) -0AO T -999 ISO
BOLL 0.0 ' Rep Sbae ria YES NB 0.00 HPa(iy 0.00 2 nla his
BCM 5.0 CoEe FBC2014/]PI20D] (Mehlxlll lini 1011, FT-20%
LUMBER- BRACNG-
TOP CHORD 2x4 SP W.2 TOPCHORD Structural%md absathing directly applied or 2L cc Pains.
BOTCHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied Or I -0 cc breong.
REACTIONS. (based) 3-30rtJeCleniu1.sl 1 achanir&,2-221M4H)
Max Hoa 241(LC S)
M.UPM3=25(LC 12),4--15(LC 9),2=215(LC e)
Max Osv 3=30(LC 1),4=23(LC 3),2=221 ILL 1)
FORCES. (Ib)-Max.Carp.Mar.Ten.-AlIft.2W(E)akssezre.I Wren Shown.
NOTES- (7)
1)Wnd AWE 7-10;Wd=130mph(2.asmnd gua)VNd=1Dlmph;TCDL4.2Psf.BODL-3.0pa1;h=1W Cal.11;Esp C;End.,GOPi:: i0;
MNFRS(envelope)gabk and zone and C-C ExkrbR2)zone',eaMikva kfl exposed parol kfl end riBM expoaed;CC brmembNs
andN.SM RSlarrteabnsshown;Lumbo DOL=1.WpW.grip DOL=11,0
2)This Wss has been designed for 910D pal botlan Moa live bad whoora res wMh any other five bads.
3)-This buss has been deigned for a live bed of 20Opsf w Me bottom mad In all areas where a rectangle 38-0 tall by 2-0 were will
m bewean the Nabi mad and any other members.
4)Fisher to gardens)for imu to More conn tions,
5)Provide mamanical correction(by others)of Was to bearing plate capable of wiNanending 2511,uplia at joint 3,15 Is UPM at pint 4
and 215 Is upliit at joint 2.
S)"Semirigid pHmdeaka'nGW Ing Mai Member and fixity model was used In Me analysis and design W this Was.
])This manulacwnd product is designed as an individual Wild,component. Tw audibility and use of Me comportment for any wrtimkr
building is the responsibility M the buping designer IOM ANSI TPI 1 as refermCW by Ne building code.
QWAFMxa.Wryeesnpn. sis"d Salo NJ]FS ox a^has Fxolxca earl R as FeRExc[e se .Is m,.1.BEFORE VSE
Dem^ups n,—ovryp Nrt0®r ars.Mr Wap^a WaeO o,upon 0111,11,show,amu law 111 id 19 vmwnmt rip
N .'. pnmmulwMy Nl 1ppYudlny err eeup^p..—r its cry �^'^r-d1 11upn Mehl corn
LLlanpe.gn.pvl'glMlOmxro wnl+aewraarpMrwl:.le aneror Nop mlmnloon F. mpY rvinepmm.i.in a.up@k-
1N'ry,,,Va,.oM swe,meuw.w,l maga.wu pmxm p.,onll iniwlm wowrea.m.p. neri 1pseast.
Yltly nn.mussam.�warE,ecorrvu sce"'Iw.39�Lw5MN�s n.]tf.NVAN.,ass"waN.LLa6pW BCYausahe Eomwnnv NNPaY ERv9W
]erre.,a zeta
bb rws weType pry vry '
FJ4A ,eevZ u 1
a1&1]enN a-. JrYF'mY,a. i6tl,MnFlMa Yiexlv4Y4,YC FIJunxs's,d2*'.Fial
16TitbASSuCGY91zTiMRPY9iNLO.xTELGy W vFBLplxp/y IFir1Ci5P2CNr333U
3 4U
zoa I 600 l
Sala-115.6
I
lW I
Oils
3 dd
�h
2 A
1
6
a.0 II
PWe pIIMeI%YH IIpS1Rp311
LOAgNG Joe) SPACING- 2A 081. NFL In (Irc) Well Lo PLATES GRIP
TCUL 20.0 Plan Grip DOL 1.25 TC 0.31 VSMLL) 0.08 S10 ag88 240 M720 2"190
TCU Wmeer DOL 1.25 BC 0.29 VeR(R) 0.05 S10 +888 dS0
BCLL ti Rep Senate Into YES NB 0.00 Hai -0.O? 4 a/a We
BCDL 5.0 Co6e FBC2014)TPMSM:22k FT=2001i
LUMBER- BRACING-
TOPCHORD 2x1 SP Not TOP CHORD SEudurel wane shmadeng Elresly applied or SSO be piss.
BOTCHORD 2x1 SP No.2 BOTCHORD Rigel be0ing chaboy applied!or 1Op by bnob9.
SLIDER Led gate 5P N621$
REACTIONS. (Raiders) 4=81RAeMeniu45=21Rdeduniul,2�i1ro38
Max Him 2=124(LC 8)
Mex UDM4=4(LC 8),542(11-C 9),2--2]5(LC 8)
Max Grew 4=91 RC 1),5=59(LC 3),2 II(LC 1)
FORCES. ((b)-Mu.Cwnp.Max.Tan.-Allfa 250(lb)nkuemepi Wien Mry .
NOTES- p1
11Y :ASCE]-10;W"Wmp11(3$% 9uV)WW=IOIMM;TCDL4.2pa1;BCDL-3.OW h-1SR;CbLII:Exp C;End.,GCR=0.19:
M
and
(enubpel9 for entl zone entl CL Lumber
DOL 1.60 plate
grip k8 expoue',ports IM entl ops expou0:CL formemben
ene f"an 8 beat designed for e for a 10.0 a Lumber DOL-1.60 May 1plde grip DOL=1.80
2I ThiEWss has Geernfora ]ha pd NXam sharen M beemWorunenlwiro any oNer ivebegs.
3)fi Ilia seen flea been eeaignae for a o Seo er2(.Opaf on Me Sodom Word in allFromwTere a rtdangk 3-SO tell by 2D0 wlee Wil
fllferto gndile Wtlom Mao and any oMashaii en.
4)Poi Motion for was to imafl MOM)Ons.
6)PmWoe Motion int 2. n(by MOM)Of Was d0 bewinp plNe tepebledwiNslendng B4 11,units ad joint 4,421E upNl eljolnl5
and 2]51b uplMdpinl 2.
e)5is minae pBMboakE including heed'Membnene fixity mWel was used M Me analysis and design discWas.
e
7)This manNheimp PWud is oeapnW man borvilpe ANSI g wnpgneM. The by Me
and uae ofthis ramponeM In any DaeicvMr
Wilding Is Me respnaibiloy ddlle Wilding oeaignn per ANSI TPI 1 as re(erenroo Ey Me Euiloing moe.
Qwaha
vemyeupn F,nme�en aneaFnn NoiFS ov iwa nNn ixcwnFo,nienaFF[xaucFFeaFwini m.aneumfseFFoaF c ;'
mryul a� as esi9n pamnen Iral In lMlNk�tlnla Me9� PoiMn1wrzY�
p�qM/ mryoreie 9n Mme
'ma'Esm it"Ita ali aappl� M1ina manaenb.aaaMxsabl nNamp.iman.m 6na-N MITek'
etillMana�o prer:m r1euM p'van'4o.'vekal'peron,�i ln6iuNazu>m4.nva,meP. a4e^e�Mp�Mnu rt9i,M
x119, 11,
b IMnm, en,rn aom ruav as na a ne.sari '.xM Mem.ay p9eweee eea euwNp eempenem ma Fare.Fan ew.
.mp.,FL xe�E
Teas rine Typo py Ply
818505 — ,V(IIK B 1
&xYeFsdsuw .41rtnMe,FISRM )81peIx—ore—nnuYW,FC Fn3wN1e2lNMIB Ppe1
ID:T3MB.TiSvCOY69rcTiNMzpY3+A3xQxTELGyNM11FeL040AVUpFVKiSAZCNz'G3U
3L0 5On
Y-00 560 1
Saw 1:15.5
4.w r
9
2 F
1
1 5
5x10
as
Plate Offashe1
LOADING Ipef) SPACING- 2.0-0 CBI. dl n goalUdW LM —3 GRIP
TCLL 20.0 Me Grip DOL 135 TC 023 Verom) 0.03 - a969 300 Ali 2M/160
TOOL 7.0 Lumber DOL 135 BC 033 vi -b.05 58 >9W 1SO
BOLL 00 ' ReP5lass Ina VES WB 0.00 HoniCh-) 0.024 nor n/a
BCDL 5.0 Code FBC2014RPI2007 goadm N) mi 210 U-20%
LUMBER- BRACING-
TOPCHORD 2x4 SP N0.2 TOPCHORD SWdulal woof Mwghng Merely apPlial or 5 ores prone.
BOTCHORD 2x4 SP N0.2 BOTCHORD Rpld wiling birost,applied Or 1000 w bean.
SLIDER Let13x8 SP No2I
REACTIONS. gb/alaej L<102Raaallanbl,2=291/J58,5=33RAGMa trhl
Max Hoz 3=124(LC S)
Maz Ugdt4 7(LC 12).2=200(LC 8),5�(LC 12)
Maz GMv t=-IW LC 1),2=2510.0 1),5=iNILC 3)
FORCES. (Ih)-Mex.COmp.lAlax.Ten.-N Iowa 350 ry)o Mss exwpt Mlen spawn.
Ni (7)
1)W1nd:ABLE 740;Vu5=130mpb(3aewnd gust)Vod=10lmM,TCDL43pd,,BCIM-3.Opal h-181e,Cs,II;Exp 4 End.,GOpI.O15;
MMFR9(Mr eope)gable and zone al C-C Eymmcrg2l zaa;C-C he members and Iowa&MWFRSW reasons Mem;Lanbo
DOL=1.WpMRgrp DOL=L50
2)This Wsa has been designed lora 10.0 pot bMan MOM live IOW nalwnwnenl sot any other live beds.
3)'Tbis Masa has bear designed for a live bed 020,Opal on Ne bottom tlnad In all areas Wlem a rectangle}SG all by 2-0 wMe will
N led.Ne boom MOM and any Other members.
4)Refer to gIMMa)for tarso to W u mansions.
5)Provide medlaniwl mnneage(by Mhem)of trues to bearing Plage capMb of vAlheanding 8716 upNl 0 joint 4.2M Ib apart tlpist 2
and S Ib spirit at joint 5.
e)"Sam)-)gid pAshbrasks including heels"Member end lrchy mMel roes used n Ne anehsu and desgn dMis buss.
7)This mandeoured protium is designed as an individual building wmaonenl. The sueabilSy and uw dMis canponeM br any wdbuor
building is the responsibility dthe building designer per ANSI TPI 1 as rasanwd Wthe Wilding aide.
A..A.-vaxye err Aosa.ra.eNaup xprea ox zwa.exo aczuoaorzaxaaFsxxca rhos was m.raavroaeasox a.
nuia ryLen.a6NaeaeWiGnO Qeynermusl reNeepgrmyryadevanpe sarileuah vMepgerrylrvn�rysPe h�a Yesgn imoMowNl�
Inns mass.a,..n �asoman.was.hi'naiad........Benamra,na.ers .nm Nen Nanwrenemparseass .rm MRek�
awrye rpuyenb alebieyan0lo prcroMurapuvnn possible prtcr&inFeyv9 p.peMaempe.lixasi apuawuagaing s
yreor'.siielbs avne�Wernm�anna Pwe npnuis3t8N�rwa6aen�6 uwiei 3,NeuKna,V.a"noox Varens'.."':sessaynp CmpsxM BWIPeye EsafaA.
nqe,FL seem
Jc0 Trvse Iuu TNw py Ply
_ T8F64!
BtO4
au WV lawass, A6emIM,Fl]9MOa pr 192016MiIlnCuamey l—F Ie Ppl
DT3{IeB.GSvC0YflAnTiN MZPV3?JavI EF 5?r0hLgM l dlaM19aIffissLMeCIgJI6Na33tT
500
YJ.=Iled
9
ICO 13
51A
3
A
an I
Plate caused(%Yl- 116.N.0.1-11
LOADING Igen SPACING 2L CSI. DEFL M (bc) moth LM PLATES GRIP
TOLL 20.0 Plate Gtlp DOL 1.2s TC 0.29 Val 0.05 0.7 .999 M W20 24,1
TIM zo Wander DCL 1.2s SO 031 Vail) O.IS a) > 180
BCLL Do ' Rep SVen Ina YES m 0.03 Horz(R) 0.02 1 n1a Na
BCDL 5.0 Code FBC2014?PG007 V"M'.19th F7-20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No3 TOPCHORD SWaunl acod shwthbg Oirecty applied or 5 wpuMw.
BOT CHORD 2x4 SP Not BOT CHORD Rgb wiling diealy applied or Iii ac hdder,
SLIDER LM SP i I
REACTION& (Ildhi 1=159RAedlanlra1,3=114R.1edlenlnl,4=MNA ankI
Max HMz 1=0gLC BI
Mar UpIM 1= LC 0).3=94(I-C B),4=12(LC B)
Max Grip 1=l M(LC 1).3=114(LC 1),411113)
FORCES. (Ib)-Max.Comp.r .Ten.-P11awa26 M)orbuexcepixfien Mh .
NOTES- (7)
1)Nbd:ASCE 7-10,VulF130i(3-seonod pun)Vaed=101mph;TCDLN.2psl;BCDL-3.Optl:h-1BIt:Cat.11;Exp C;End.,GCpi9.1&
STYJFR3(envebw)good and zone and C-C Exie1g1(2)zni W mamwrs and added a NV I RS for anthers shown:Lumbar
D0L=1.60 plek drip D0L=160
2)This trade hes wen designed had 10.0 par hwon wad and bad nonmnwlrent afth any other INe beds.
3)-This Wn Ms been death for atied load or 20.O1 m the baton&..In ell...saws re is re and ngb 3 hill by adds.11
M heNreen Ne bMan chi And any other memb .
4)Risen to gladerps)for Wu W Was marinaded.
5)Provde meWnbl conneaw(by others)0 Was In owning plate capable IN 1Mhshindilq 0 to uplM tljotd 1,94 to wpm m joint 3
.ad 1216 UpIM ad joint 4.
6) Sem4ngil pEMbeaks'ncluding heel'Merger and filly mwtl vas used in the analysis and design of this Wu.
))This manufarAured prWuc[is designed as an IMNbual building co n onen. The suMhddy and use of this canylleM for any particular
loading is the re,cri ibilhy&the building designer Por ANSI TPI 1 as rMerenwd by the thi code.
UeA,axa-vvrrtxes=gnprvrmiraw Mapisamper mt lx1.,wap vna er,d ca xerx ren m.ixx e[wR[rse.
assn Sxad i uaeoNyrnn MnaM8vnrWm. 10 awls anvW my phi w�wwaw9aVXl1.Yuki wNrs IMIMi ft duwne wmww0,nT
dedingba�en Brvenp wMlwanxtime Ina Mabpewn nuJln ray XwwW M.1.vagnpwwwen vnEp Adweavle Nb1.31.xM
yar.P,rw rar mnnM.neapr.�..�awrv:°eno�w�"'p."" '.nM t'Fore.lawl9•a.°°""w'�'.emaa"•�n nwarc �@K
tsin asaialrvx wMlmvl das cnrvm L.,a Mlvw.w NINA.OuabCMra.osBMUM BCBI Wa4nv Canwwwnl PaY FW OA.
aNunenrMuon aaaaxelam i�aw pod mMw.11e N W a.0 9.Ma1a M®mn..vam14. T:rP.,n anlp
JW Thin Tluu Type Day P1/
Shad e 0.
BIBWS aqn 1
PrYaen FxW^e,q y4NmAe,Fl]MM IW,MIM?Wibl 5d hWMIJunN11TYNIehNIS
ID:T391a0eG5 W OY&irtTTNMEPYJ]JrcJbF_5'teOfiLpMI OHeMffiaM5_eYCfiyISKx]11T
2A0 d
z.do s]a
Ser.-Etas
1
1.m FT
1m;
3 e
2 F
1
s
and II
Plats 011aads!%YF 12'6300511
LOADING(IwO SPACING 280 CSI. DEFL b (m) VOM Ud PLATES GRIP
TC LL 20.0 S GnDDOL 1.25 TC 0.23 Ve0(L) 8.01 5a >999 2I0 at '_'yd
TCDL ].0 Lumber DOL 1.25 Be 0.09 Vad TL) 8.01 " >999 100
BOLL 0.0' Rep Strew Ina YES m 0.00 Harron) 0.01 2 We We
BCDL 5.0 Cade FBC201E?PI2007 mM -M) Might IBIb FT=2D%
LUMBER- BRACING
TOPCHORD 2x1 SP No.2 TOP CHORD Stluounl wood sheathing dimUN applied or 378 ce purlins.
BOTCHORD 2x1 SP No.2 BOT CHORD Rigid rNYng direay applied a 1600 oc bntlng.
SLIDER Led TIS SP No.21E8
REACTIONS. (Iblaize) 1=61RAechannal,Y-25&058,5=19RAeMenical
Max Hoz 2.102(LC 8)
Max UPaIt1�(LC 12).2--1 WLC 8),5=-3(LC 12)
Max G.1-Ba(LC 11.j*VALC 11.5w(Lc 3)
FORCES. (Ib)-Max.COmp.JMv.Ten.-A1lomes 250(th)orbss except Wien Mown.
NOTES- (T)
t)yNMd;ASCE]40;VU 11 ph(3eewnd guM)Ve -101mp11;TCDL-1.2pM;BCDL-3.0pM:h=180:Cad.II',Exp C:End..GCPF0.1B:
mN RS(envebpe)gabmendralemdC E er rg2)zme;C brmem end Mmes&MWFRSfale msshown:Lumber
DOL=1b0 Plate MP DOL=1.80
2)ThIa Wu has been dersgned fn A 10.0 ad W.chord Me bed nmmnanem WN any other live bMa.
3)'This Wu has Seal daigned for a INA Iced 020.0pM on the bman aorta In M areas snare a ressangle 3E0 tell by 280 Woe WII
M andaden Me bottom Mod and any other handsome.
q Refer to gid Wr)for truss to Way;connections.
5)Provide mechanical cmnegim(by others)of Wsa to bearing plate minable of Wlhstanding N Is upMt ad joint 4,10g Ib uplift adla nt 2
and 3 It,uplat M joint 5.
6)'Semingb pd lsesss intludng heels'Member and fixity model was used in Me analysis and design of this Muss.
])This manuMWled prWud Is designed as an indindual budding ecmyned. The wiatiilily and use 0this WnponatW any Particular
building Is the lesp_nablldy M the bulling designer Per ANSI TPI 1 as rMemnW by the Wiling code.
dual—a.V-vMryeupnpnnnrvn,MREPoxorES ON MSPNa MCLWFOIRFx REFFFENCnsr... rmbudear 1]anFOPE ubE.
ongnuaYOlorussoNywnn MTelRwnncton.lnia eeegnlaNrt eNyugn parammen anmm.aNebmarossetl .,u msoll ,M
Iws Mtem.setae use.me WYalne Oeeynermun�waylae epppueuMaeevgn p•„mnmeM pep•ry limptleYva.pn MOlM1e oath
nalsue.-.bio to l.rvm Wa0arsor',,xxx wis—ex orris ran Va'rvYMMP�.nenl elelM
pwW Vlw,m Powm a.riy.Fara.w,tdwa.��roNa.a uw
on9.roCaNxy,Bream vAdMgawwe.now•.ryumm.me vim OUYEaYN.os6n.MBf,M auMap Eompwwm Fw W NA.
YhrylMe Fm,nonw nnepMlnaWe,ale NLeeflreN,SW ati,AkvaNn,�VArr]t.. Terry,FL]Yta
Jm Thea Tan Typa Gy IF,
M a nnn a
9.WnFYgb<.xm. Jpeova,Fit Y LW<Apiz1a sm.I rv .-.Jrea ..o um:«an.Fae1
ID T331 Y6]nTTNHzFYz?Jw bF 5reOnLgM1aHFNBeLNeF_MeCIgJI6Nz331T
.380 50O
3-09 S60 I
6Le=1:15.5
a
ads 13
Aes a
3
A3 h
1
s
siva II a
I
PW Oils ( Vti
LOADING(psi SPACING- ZOO CSI. UEFL. In tied 0i LM PLATES GRIP
TCLL 20.0 Plate Gip DOL 135 TC On VagLL) 0.03 69 >999 240 MTM 244,190
TCDL 7.0 Wmas Del 135 SC 0.27 vrbi 0.03 6HI > 160
BOLL OD- Rap Stai 1. YES m 0.00 Hordli -CM 4 nla Na
BCDL SO Code FSC2014PrPI2007 (Mahe[-M) Might:220 FT-20%
LUMBER- BRACING-
TOP CHORD 2x4 SP Not TOPCHORD SVutlural wood sheathing U6xly applies or 58G do WrIni
BOT CHORD 2x4 SP Np3 BOTCHORD Rigid wiling dirsday applied or 1000 oo shading.
SLIDER Led 2x6 SP W.2 1$
REACTIONS. All bearings Mamanlcel except(p-length)2=03$6=658.
(Ib)- Max Ho¢2=124(LC B)
Max UpIR AIIuplMlWlbslmoloingg6,Sexcept2--2M(LCB),8=163(LC0)
Max Gorr All reathons 2W to or bn 0 Path)4,5 6 debate 2-2]3(LC 1)
FORCES. (Ib)-Max.Cgmp.0aax,Tan.-AllOnes 250(lb)absseedplwtlen Mows.
NOTES-
1)M&Td:ASCE]-10:W II=130mW(6second guM)VaW-t Otmpn;TCDL42pM BCOL4.OpM:6=1811;Oat 11;Esp C;End,GCpi-0.10:
MAFRS(envelope)gable end zone and CC Etlenw(2)zone',r,an i left expands;palm M and NM exWeegGC for mdneen
and fomes&Mi for read ions sh0w,Lumber DOL-1.60 plate gnp DOL=1M
2)This pass hes been designed far a 100 on bonom mord We load nonccnwrtent wiN any other five beds.
3)-This truss hes been oesgnM for a live load M 20 best on the boom dons n r areas wfixa a raidengb 3 tell by 2-0 sece wil
M beM2en the broom mord and any other members,
4)Refs to geder(s)tar truss to Voss cmnetlims,
5)Provide madmical mnnMlan(by oMan)dpass to bearing plate cepeble mwMatandmg 10 ro uplift e1 yil4,5 except(i=ld)
2=231,6=153,
6)"SeTH,,id plmbreabs Intluding heels"Member end flxt,mMN was read in the analysis and design of this tmss.
Qw N4eWnw iF sovrtx N[e[x[xcava fn usz.
sf
ine 9 9 redly M pn pprtteaMep p annM:'.M1,a wemm---"<npam<pe.maim paemelersw% n
N •w F' Wa
dp— Xo ,d onpMRek-
aNsnreE."". n vnin GUFcMa...M9ea---
sandy vcm m11 <n . a —... .
Terse FL al
bb Trlw mu TYPe GIY M Tal
m a.w
puWse FYeaeee. YWvmM.Flai3N 1 ibeneM1a M16 MTtltllWmiee,kr Fd AwNlrli:Nmla Puree
ID.T331a9uG5V0DY63nTIN1NNY3'tn MWiMmVYA'3yI ?NURMV255 HMW2J m33J33
�e�tX9
ID_ ID
1 2 s • 6 6 ] 6 9 ID fl 12 13 14
]e P m 25 2e 23 22 21 34 18 to 17 19 16
M- m—
BB3
1H 1J0 146 �Aa IL
LORDING(ply) BPAGING- 2-0O CBL 011 In (les,) Aw tM RATES GRIP
TCLL 40.0 PMa Gdp DOL 1.00 TC 0.10 Ved(Lq we - nM1 999 Mi20 244I1W
TCDL 10.0 LYmbm DOL 1.00 BC 0.01 VM(LL) Na - rale 989
SCLL 0.0 Rep fieuslely YES M 0.0E Nm3(TL) -0,W 15 Na No
CD 50 Code FBC2D14RPI'XD] (MMN) WeMM:11M FT•11%F,11%E
LUMBER- BRACMG-
TOPCHORD 2x4SPNo.2(0st) TOPCHORO $mlWr&wKKUaheethingdMdlyemlie0a10O0m WNlna, except
BOTCHORD 2x4 SPNo.2(W) and yedXels.
WEBS 21
4 SP No Silber) BOT CHORD Rlgd WIlygdredlyappliedm600mlygAi Excell:
OTHERS 2x4 SP No.3hish) 1000 m boring:21-28,15-16.
REACTIONS. All beamgs 1696,
8b)- Max Grry AIImxWns 2W Ib m lem wpint(s)28,15,21.16,11,18,19.20,21,2Q 25,24.23,22
FORGES. (Ib)-Mu.G p.Mex.Ten,-AIIftt 2MM)orlessex opl Mwm.
NOTES- (1)
1)M plates,am 1.5X3 MT20 unless aNmAm InEka1M.
2)Gable Mum cmlinuou,boon MGM Yamg.
3)Tmm to be only sbeamd from one lace v securely bnmE against lateral mouemmt(i.e.diagonal sal
4)Gable studs abodad at 1 d i,
5)'BemMgM piommake Induding bttls^Mamcer end rutty=it al.1 used In We an all.and design dthbe as.
MRecommend2e6strongbaW,anedge,spaced6110.00 os,andfastenedtoeW twsswilt3.104(0.131'X31reel.. Shagbxleb
be 61YMed t0 Wells at their outer ands or re rmined by other means.
1)T l.manufadumdproduceisdesgnma3an IndivdualbuMbgmmponwt. Thewka ileyaMumdNmwmpMent Ww Pe w
buiOng is the responsibilry&the Wilding designer per ANSI TPI 1 as meerenced by Me building mile.
QWaawNoVedry Ya9^wnnu�mena R[aaNOTES ON iIwa'arN INCLWEa Elnsa nEFEIIENCE PA0Ei6iEie m.leVN01a9EFOREIRE �
esi9n vaAemrwe rervuXen uiTelaw ennmors.Tnie eNmesPoormlbycwnpurmgen•na pmpvy In •uvaeegw�em.nnr
;`,`�9'a eme,.�,91^a!vlb l:�o9,::'.m`eW"�wmm,+u..i lnee..n.�aio,rnowm.me..am.wawmWec�enN�ero*Me �.w MRek'
blurinrz„ulnemrlaemVaMm-Ib 9If vera I'dipreanslni III VReMemrwe e�9e^m°IP'ao"Y'M%eYq
'eh enelm.ne enan9 aelm.w.neervss gnema see ANBNFl1 oueMeeuN,Yeadeena aeYauWlne Compww emevske0n&A.
WRrylwa ennaeen webGb sem Trvsf Pble mneme Le N.Lee snel aurae]e3,IbvrJN.VPIDL. Tenge,R aFa10
.InJ Twe Tera Type Oy Ply
atN bw
Batao FMbae, .IrtbmtlF. t)gpsµrl9]p1a MTMYtluWs,Irc.FOJueN 4])44 A1B Past
ID.T331�uferrC0Y89rT hN Y3wFPk3N.OAXGaPe_IM1PMv]v2XNFC6 roNCx333H
6ds•t m1
4w= the= m= as mil e, m= 4x4=
1 0 3 4 0 ] B
1116 Is 4 la 12 it 1. 9
III 4a = 3v4= m= mII m= ais 4a= 1.m II
6�
Phade Offset(X Yt- 11 Eade Q-1-81 18 G-141 Edwl
LOADING(part SPACING- 2810 CSI. DEFL. n (bb) &sell LM Puns GRP
TCLL 40.0 Pe Grp DOL 1.00 TC 0.93 VarlI -0.2513-14 610 360 art 244)190
TCDL 10.0 Lumbo DOL 1.00 BC 0.64 Vii -0.371114 1545 240
SCLL 0.0 Rep Strew II YES VIS 0.57 Ho¢ITL) 0.05 9 de me
BCDL 5.0 Code FK2014/fP1200) (Metrix) Weight:87 Its FT=11%F,11%E
LUMBER- BRACING.
TOP CHORD 2x4 SP No.2(6d) TOP CHORD SWdurel wood sbaa8ling i ieWy applied, assets and yamball
BOTCHORD WSPM31(Bep BOTCHORD RlpM ceiling direay applied or 1OO-0x bredng.
WEBB axe SP No.3(9e1)
REACTION6. (IGe¢e) 1]+916rMeMenita1,9=816M1eNsligl
FORCES. (lb)-Max.Comp.Alas.Ton,-All Mrces 2W(lb)"as eaceps sten Moan.
TOPCHORD 1-1]=91 M,8-9=91300.1-347Se1,24=220900,3Y293710,45=MSI 5,6-3097C,b]-2188N,
)8-68W
BOT CHORD 15-16=W163),14-15=042]12,1114W 7.12.131 097,11-12=0(691,10.11 X1692
WEBS 1-16=011190,2-16=-11212-1562],3-15-698W,3.14413,414496l 8.10 019%7-18=11 M.
]-11=0189 .6-11-699N,6.12�On62.512=31]00
NOTES. (5)
1)UnbalancedOxrI'Nebed3Imrebeenwnsida fa Nisdesign.
2)Referto giderts)1w Was W Was xnnHions.
3)'SemNgid pilAbreeb inducing heels"Member and fixity Irgdel wea Deed n Ne analysis and design dNbtruea.
41 Rexmmmd 2x8 nmrgbecks,m edge,spaced n 10.00 oc and fanened to eaM Wseefth 3-16(0.131'X T)nails. 6bmgbacbto
be ctieMed to andis at neir puler ends or renreined by other means.
5)The mamhemmed produd adeagneda alIndlWual Wilding oomponent. ThesuUblllyenduse&MismmpxemfwanypaNc r
Wilding is Ne reapxaibi dy&Ne bulUng designer per ANSI TPI 1 as reemenoed by Ne Wiping Dode.
�SpnRmYEabru nNiwti tl 90esetl READ seerigo oAlVDIpbepanm bn REFE� nre wan a nN5%oVDemeaEDSE
gnw mmiwmylM amwublNpor
nane�":oa• : "'1M',:`arbn"�tb gewnwWu venpbatl.ebgryry ins Weeva,m.ppammpme�Mean see pmi=aNreyA9mn enPlne
o
ee9 m MD.OWw'eaeae9" weene2me.m.reaaeee,uem me1..rra`lNmna
:: 6wsemwaeeww mw ° gentsed,...MaDa ..lmmea
sry ewn aaawm Tm.w.mwm..zte NIDie
aln.11312 aeell,VAm14, Tanw1.
1pB6a.
yp Tues nu T)pa GIY Ply TgytlyOq
918itl FO] Fbar 1
BIOs'r FYd&un JYYrenNe,NBtlle ).91peMIBS19YRMIrWe1W XC Ftl Jun 3111]]:tl 2i18Pgl i
ID:T331a'NGSrODY&YZTTNM6T39FPk3N.fM%GePB_NPx'rv)v2yW+13r3LGYE�sW Cz33]R
F m i 0*a
.-1 A..
sq- 1.s9 II +ffi
59= 4,6 K4= 15C the 90= sA ea FP= W{= 4at 198 =
1 8 3 a 6 8 ) e B 10 11 12 13 1b'
� 1
09 2b M23 2C 21 ID 10 1a 17 1B 15 1.
$N 5o ]N12 hPa-d FP- is as I AJ S]- /b= IiB= Sb= BM-
ee
Will
1-0 1-0 1lE 1-0
LOADING(pea SPACING- 2-030 031. MR. N (tool Vast tM PLATES GRN'
TCLL 40.0 Plate GNP DOL 1.00 TC 0.88 Ved(LL) -058191 "'ISS 390 li 2011190
TCDL 10.0 Lumber DOL 1.00 BC 0.81 Ved(TL) -0.87 IS" x316 240 f.R20HS 18)I103
III 00 Rep Strw In u YES WH 0.31 Hominy 0.13 14 be not
CDL 50 Cade FBC RP1200 (M 'N) NilM'.12218 pi 11%F 11%E
LUMBER- SPACING.
TOPCHORD20SPNol(W)a XPNW TOP CHORD Spuds,woad ates,thg diraury applied or 2-2-0oc W?s. .need
9-13:W SP No.2plet) and ve0kole.
BOTCHORD 2v4SPNo.1(Nd) Eci BOT CHORD Rigld coiling correctly apPliod or 1080W tracing.
14-23:2s0 SP M 31(fiet)
NESS 2X4 SP 140.3(eet)
REACTIONS. (IbhRe) 26=123111olxMenicaL 10=1255p30
FORCES. (lb)-Mu.Canp.MaN.Tan.-AFfD1c6a250(E)Orisssx=Mw wshdes,
TOPCHORD 1-26-1251-1,14-2)=-124&9.1}2]-1247M.1-2-1250-1.2-0- 289M.34 7 & ,
05�)3&O,S6-5U2p.6]-SM)N,]-0-565]-1.39�81]N,310=-131)-1,
10.11-18422.21242 i4lt2A,12-13-1308-1
BOT CHORD 2b25WY1422,2321�U129.22--17 16515-160015349,20.21=0/590].1320W/584],
125911694;1)-18918391243 I /7.68 16912462
WEB6 1-252/1699,2-25-182&9,?20-22SQ6}21--116&6}22-15-1,19M. 1A,
3312571.321-16--123, li-1780386.51591189.12-15=1813-1.
121182/1198,tt-16-1159-1.141]21836.617=-]5310.8-1891589,7-18-7391136.
7d9=2311260
NOTES (7)
1)Undalenmd Mor We goad.he.been crosideled far are design.
2)AS Piles ere MT20 pules unkas edvargase indicated.
3)Real l0 g,rdPge)iw Wee to Wss Wnnedicni
4)"Semi-yw glcbMUW inducing lleei"Member end fivi,mMN was used N the studies and deal,of the mass.
5)Rewmmend 2x6amongback.,medge,spacedal10-0-0 ocandfastenedto8x11t sawth}10d(0131'%3�nada. SNmpbxesto
bemeshediwallsattbe11.0xa'daorme minedby GMxmeens.
6)CAUTION,Do not erect ones backwards.
))Tbi menufacturM"'Just i designed as an individual Pas in9 component. The suMaalla,and use of this comlwcoM For any Wi uir
Wilding is the responsibility of Me building desl,x per ANSI TPI 1 as refe2nxd by the building code,
pia .dIs-dNnF-,ae�nw.eema Th1doaseo1v1xpmal]per-11hso,osapen. gs p^am]aousaalse
n n w a n trmo n:Inm
1rsvars ovb-to
Y50 eTe ^N B 'se-snem4nW -
BM� 24 . MUnMM 9 N 01ne
noiH ie,doer,mOnd or onpertl 09 M NBVIRI...M i ne Beaarar-dompnam BBN Pwb FI BA.
salary Faam ours,enile[Y.Trv.Pwe hadva 2 B N.Ln dire Sue In .ueumv, amp,FL 3°610
b] T. wf Tyye Ory PN
_ N n
FeiNerFFlielSourw, YdettMN.Fll2N. 1ib1nsM1B2016 YrtNIrWeXp,Ix Fe JunLlL9Ji Ata Gpel
ID:T331aWfAODY63'.TINM1trPY3i{NIRDGO_NLnGLBY000M1M'dteuY%SXpaNaX02K34t0
1�H
SFele=138.2
3p= Lsq II
Ed- 44- JM= t6tl 3d= L3= 3d= La FP= 41 = ts, Se,=
1 z 3 a S e 1 e 810 tt 12 n
1i
2e 4 N 23 YJ 21 At 1. 13 17 16 15 A
2M II S!= 3212 Nrahms IF Nf= 1.b9 1.5011 3a9= 4a= 40=
,a, b=
61J LPt. 240 1Jd
Plate ORsatsa 14:&14 a e
LOADING(p SPACING- 2A0 CSI. DEFL In (bc) lMall LA PLATES GRIP
TCLL 40.0 PMe Gdp DOL i.W TC 082 Vedi-L) 0.53142(1 >510 300 MT20 2441190
TCM 10.0 LumberDOL 1.00 BC 0.81 Vial 0.041420 >326 240 MT20H5 1871143
BCLL 00 Rep Shan Iry YES V5 0.80 Hom(TL) 0.12 14 nA Na
SCOL 5.0 Cade FB02014"Iz007 slarl V,"he 1171E FT•11%F,1l%E
LUMBER- BRACING-
TOPCHORD2rdSPsheldleq'Exwpt' TOP CHORD SWctonl wood shelling throaty applied or 2-2O w puMes, auction
44:hit SPNo1(Oa) ender aals.
BOTCHORD 2M SP Na.rides)'Excew BOTCHORD Ri91d caning ormaN ap,had or 1009 w tTadcag.
14-23:Zed SP M Side)
V¢B6 Zed 6P No3(11t)
REACTIONS. (Ib/aRe) M=449.11 lunlnL 14-12d9Asvllanical
FORCES. (Ib)-Mas.Comp.9dax.Ten.-All Meas 259(Ib)Or Ms except aalan Meyer.
TOP CHORD 1-26=124M.13.14-12400,1.2 -123&Od 2-0�249A,3d-17230,45-4723.1,
56=555101.477-502HA �9�
,]-0=55510,84723Po,41D-iR3q,10.114]2Sq.
11-12=3249A,12-13=12360
BOTCHORD 24-]595395,2324=014016.22-250140]6,21-2291526],2421=05329,1420.05029,
1B-1Po15029,17-10bI5207,16-1]=0140]6,1516912395
WEBS1315=0fM.1-25-(1631,12-15-10110,2-25=1611A,12-16911188.2-249/1109,
11-16-11500,3.24=1150.0,11-1]9.079,12295]9,8-1]=]400,522=740.1.
318=01566.S2191566,7.18=]5(135,6-21-]511134,6-20-230Q03,]-19=2301163
NOTES- (6)
1)Unbalanced door Ime bade Mw been cautioned for N¢design.
2)All plates,are MT20 plain unless alllerame Indictment,
3)Refer to 9indet(s)lw May to"as corrections.
4)'30mHgW pltOthumaM Including Heel"Member end May,model cess used in Me analysis and debign aMie bun.
5)RGWmmend 2x6 abotgbacam On edgespaced at 10O9 cc and baametl to nM hues cell 11M(0.131-X 31 nails. Sbongailas to
be attached t0 walla on helr outer ends or restrained by Other means.
6)nils manufactured product is designed es An Mdinatual buileng wmpwent. The sudabiay And use of this component for any Patllwlr
buiamg is the responsibility Of the building designer per ANSI TPI 1 as,no etenced by the buiain9 was.
Q... ..OffmaAt9XleWJEO MIENFEFFFFNCEPFOFYronne,1PO.m.D17 USE "
Oct ys.M.M uu anyuM NlieMennenon.ieu eats a units any mymNiM
y upnn.all N bnl.t,dard wm{„neM,nq
eytlem.0eem uee.'..,a paeegnnmun ueMy t. opm dry or aeelpn pmmgen enc pnpwy lrMmpam•rstrata unar motne dell
Y":m;a°'�eregN�am. "° ` p°e w°`"I',;�„IPr etanigume, MRek'
swweon,Nor.p..en..N.,^Oh"^.^e eiwne gvu.,c.m Wss"ah.ee. awMm handy.ero,ma'aena.auvelyaOnPM.N wP:n.EaU eco.
ea,monnnwn zvludeham T—lVe mnewe.Its Lee au, .sure]t2 Nen u..VAM14. iany,a]65to
Joe Twf Trvu Typ Ory PN
.1.B1AL' res e.V1E
eulbnFYLYUIm. JehmnNe,Fla ]LW.Iw I..M1e YRekIMene', Fe}nL 1--h.
ID TiTMAG5v00T83n3TMb➢ INIRDGC HImGC83d100MOk& . iMNOX02h M
aide-1a0
n=
2 ] . 6 fi 9 8 8 10 11 11
24 23 22 21 ID 19 16 17 tE 16 10 13
M= L9=
1 1 h1 1 1'a1
LOADING(peg SPACING- 1 280 CSI. DEFL n (loci IMM I/d PLATES GRP
TOLL 10.0 Pine Grip I 1.W TC 0.11 Ven(LL) Mr. - We 999 MTY0 2441190
TOOL 10.0 Lumber DOL 1.113 BC o.01 VeH(TL) n/e - We 9W
BCLL 0.0 Rep SOeas Inw VES V.S 0.01 Hal2(TL) 0.00 13 Wa We
BCDL 5.0 Code FBC204411PI21I07 Giai Wright:68 Is FT.11%F,1135E
LUMBER- SRACYIG-
TOPCHORD 2x1 SP No.2gad) TOP CHORD SMI w sheathing direuy applied or 10-0000 puHes, exrepa
BOTCHORD 2x1 SP 1,10.2(aN) end%hiI Is.
WEBS 2x4 SP NI BOTCHORD Rigid brig onowly applied Or 1080 cc breung.
OTHERS &13P No.3(5at)
REACTIONS. All owerings til-Q
(lb)- Mix Gm All hai 250 M or less M pints)21,13,23,22,21,20.19,18,1],16,15,1{
FORCES. gb)-Mn.Camp.RAex.Ten.-M rorxe250(Ib)Or less axpa Wien ehwn.
NOTES. (e)
1)All partes ale 1.W MMO unbar cars.Indicated,
2)Gable requires continuous batmen chord heeling.
3)Tluse to be NIV sheeNed from we fax or aearely MCM agailul lateral movement(i.e.diagonal veb).
t)Gable studs apaxd et 1i pc.
5)'SemHiP,pduNreaks klduding heels"Member end None Model ea,used D Ne analysts and design of thin Wee.
6)RemmMMh a ngbacks,onedge,spexd N1040 wendfaVMWWaW Wasw 31W(0.131'X31nets. SINyWckato
he a11edIWto veilsMMeirwtwendsorremainedWD means.
T)CAUTION.Do not erect Inns backwerde.
8)This menuMqured produu Is designed as an noNtlual W Ming cwnpaneM. The sulla0ilay and use Of Nis rgnpmeM fwal Pari
bubllq is the respwniblllty&Me Wtlding designer Por ANSI TPI 1 as refGenred by Ne buiMiFq cine.
QWIRIO.V-verttxergn Pvunrer.waup ad.de Has A.xcLup[ovlEx..a1,,a,al—ropueIs ,.a,usF.
ptl,eader rynern on,andxnMmvuYola.TnaYMehn leNxe ttryupm penrnaen aemm,.tl leMa.IMINWtlhi]eeeryrumneM,nq
shas bbe ux W W WFp OeyMer Mulasy Ne.IWewxvaa.xve w�+^�+^ne I.%ah/eapYeleue pi.01.—'a
hI MNn.91✓AOMkuW aw PewxYWNameltluYouuv'W mala Nan mmmdm '.1 hares-nWwrme.nlawW k•
enWm�eb�Ne4d .�Wuiro�deeIga Wweal e�VmeaW lq .M w.wdeev ' amnmaeWe.iur ad—
oxMncm.l.xsaveM acN zkamv�we.er eearw FanRW
emelylaunnNn.wsYMnm..nM.roma..zle x.L.sra,sena
Irde vn vau. T.Mw.FL aeelo
,bb FN" no Tyer Oy PN
aL 11
818005 F09 1
&iMVFYVI&um. Jkr3umN.Fl59M T.eMap110201BMneklnYaNey lnc Fe Jun N11R]MM18 Ppe1
IU Ti'MeB.C5A0YFnTTNM1hPY3iLLgFc1¢w]g19o1]rb2]]xDJuaWdoL5HN5E33.'A
61d
H 1.1. se..12o2
N=
1.9y= 1.SKr 1.SC 414
=
1 : a 4 s a T e
i7 1$
15 14 13 12 11 10 a
3�
zdd 11aa
pleare
LOAN NG(peg 9PAdNG- 2.60 CSI. IIFL in ") VtlN Ib PLAlE4 GRP
TCLL 10.0 PWe GOp DOL 1.00 TC 0.5E VenlLy -0451311 X999 990 MT4O 2M/19O
TCDL 10.0 LumbM DOL 1.00 BC 0.80 Ved(TL -0121311 >ett 2b
BCLL 0.0 Rep Stress Ina YES WB 0.50 Ho26m) 0.05 9 We we
BCDL 50 Code FBC2D11/fP12OO7 (Moria) Mi77In Reit%F.11%E
LUMBER- BRACMG-
TOPCHORD2r1SPNo1(M) TOP CHORE] Structural wend sheathing d'reclN epplled or 609 ac Wrlina, eveept
BOTCHORD 2y4SPN0.2(IMM end vertrals.
WEBS 2r/SPNo.3(MI BOTCHORD Rigid raling dirWN applied or 1009 oc broom
REACTIONS. (boars) ii-0131668,9•E19RAeUannal
FORCES, gb)-Max.Cmtp.RAex.Ten.-All blms250 f1h)aNee ermpt wren Moon.
TOP CHORD 1661]=8080,1-17=80]0,6911-2-11012.3=19190,3431920.45=24920,59=21920,
67=189 ,74—nM
BOTCHORD iN5=W151],1311=012283,12-13-ry2192,11-129rz3E0,10.119/t49]
WEBS 610911051,1-15•N1012,]-10--99810,2-15=9E&V,7-11�/508,2-1401559,611=531ro,314=52Oii
612=1/52/,313o-1Y512,413-25]N,612=2630
NOTES- (7)
1)UnmWnwdfloorIMImdshavebeemmnsde fa Miedeagn.
2)All plates ere 3X3 Mi unless oMelwi a mdiuled.
3)Refer to giMer(s)foruuss to bus'ormaaims.
4)'Semi pilMbeOks'ndudhp heels"Member and May mauls wee used in Me aneys¢and dei dMile tense,
5)Rewmmend 24 abongM&S.m edge,spaced M 169-0 m end%send W as trusswtlh 3100(0.131'X 3')1Nb. shengbeda to
be ahadred to wells el Meir Presents or remained ined by aftermath.
E)CAUTION,Do not and W5s backwaNa.
7)This menufa:Yured product is designed as an individual mlding mmpoment. The suitability and use of this mmpmeM for any toaster
building re the resmrm0ility of Me building designer WANSI TPI 1 as refernmed by Me bulWng endo.
Awl o.v mit esvgnpnmm.+wenuoxol[s ax ms um mewom Mnax1-1I' 'reveraasrmme"ir os ro. u5a.
.w ald F01 noir'uh Mne4®mnneuors.TMc ipnamveJ Dory u{„n Plnors nWn.im lar, rains. iu dan m....—t
ex a els M aqn o •M mXm oma 'M �eyae
bu a e
� Nano,
M vsW NWmY 9.F.are BJ]—rm0 R
K
arowe
6elsy nlormm on iii Fon Truaa Mme naio., mu.lvvp.5aov' , setPi a.lb mMy OSad 6u ati eneed^W^.m T—.,'F to
TnnM.FL M010
Jm Type pass tua ON PN
X12
etaA am
BUYMnFYY&um, Y}wm.W.Fl]III. ]e10FIp1a Ale NTMYA1br.IZ le Is U2741.1.Peel
IO Til1e9:G5vODY8JnTINIRiPY3't91P4p2Epb1 RRF_nr$gECe216Nrvsa60WlNs333O
61-0 Oy
1,1.0 IX=1,X4
4.9= se=
l.yp= 4.4= at t.m I a4= t36 18n 0.4= t.ta a4=5l FP= 4w= t.Ea
2 3 4 6 0 ] e e 10 11 12 13
m
m ]] 21 m 10 1e n 10 1s
41= 4a 4w= a0= arz MRMSFP= 214= see= 4M= 41 44=
0.4=
I i I 1m
Plater 011 11 Edna 0 1 81 113 01-0 En 61-811 -8E U -8Etl 61-8
LOi(PaD SPACING- 2-0O CSL DEFL in Me) Wed IM PUTES GRIP
TCLL 401 Plate Gnp DOL 1.00 TC 0.85 Vm(LL) -0.381&18 .eb 360 MT202441180
TCDL 10.0 Lumbi DOL 1.00 BC ON Vem(rL) -8.801&18 H03 240 .0H6 18]1143
SCLL 0.0 Rep Stress Ina YES IAB a." HPIz(TLI 0.10 14 has Na
ESM 50 Code FBC201U 12007 ("Inti evil 1071E PT=11%F,11%E
LUMBER- BRALING-
TOP CHORD 2a4SPN02(M1 TOPCHORD Smutlurel wam sM1eaMingtlteElNaWlled or 2-2-0a WnFa, esuW
BOTCHORD 2vb SPNo.1(M) endvenkel,
WEBS 244 SP 1,10.3(nep BOT CHORD Fi telling dre t"Irplled or 2-2-0m Meting,
REACTIONS. (IMaixa) 24=1103gS6,14=1103-8}38
FORGES. (R)-Mm.Cmp.MO Ten.-HIOIC062W(b)orlesseeteptv.Tmmown.
TOPCHORD 2425=1098p.1-2Y-109St0,1428=-t09fIN,1S28-1098p.1-2-1135N,
2.3=-2048p,3i=4019q,454019ro,56-a590ro,&]-d:90p.]A=-4s90.q,
6B=3=(W21 S10 401&9,1611=294Bro,ii-12=281&9,12-13=11MN
BOT CHORD 22-17s0l 44,2 5-16s 1!532,2621=0143)2,1&2RONS]z,i&11014580,1]-18bN3]2.
1&1)=013512.1238=W21M
WEB$ 1}15-011460.1-2311112.15=1401p,2.23>1401 N,12.16eW9]),294,0. ),
1 18-1240ro,}22-9Wro,16n=018]9,}21 16]8.&ih194ro.sz1-dSH9.
&18=12&858,519-1381858,&19-31 713,)-18�17)3
NOTES- (5)
1)UnCelenW Mor live bads have beat considered fwtnis design.
2)NI plates are MT20 Warder unless atnerwas indicated.
3)^semi-ngidpnmbreexsmtludingheels"MemMrendm4mo wasu$WnIMenaNsi anddesignammimss.
4)Recwnmend 2,6 strangbaW,on edge,spared is 1609 m and fesimed W eaM tmss Nitre}1M(0,131'X 3')naft. Sm agesta to
M aftraw to walla in Net ester ends or restrained by enter means,
s)Tnls mmutaaured sayable;designed than Individual baking ransomed, The sanitary and use mNis atonement forany ammater
bi is ties responsibility of the bu Weng designer per ANSI TPI t as referenced by the building ender.
Qr.Pam..+xn.a„N.,n.�..N�.meF.pxp.Fs oN+ws.Np Nc.uaFo...FxxaFe. . a�..,reaaaw: Irs use
b.�nWJbuesrlOer/NN nNn.s®eonnemrs.atter de,nisNW uA'uwn wrtmMra Nwnx r ...I..esMrpnaan.m.,e vY
Ewen In.eutlin9 eesgne�mwl rcnry N..WYUNb NMv4n p.rtmnen.nJ GmPer�'i�wry �R-
ewmewe^.a.malodul.a tete Poem eumine allmwuellu..raEeMbl Wememeen an F. nannpeasy dlists'Will 1F0
uN.w..w,.alar..erro.m lopa,..��up..=an w,ew p.ro..I re.r..e pAp.nv4.�+w. =rmseal w.-ass.mne m.
se,hol'Llmn h.lEhn1..N.lr-vft,R9Npwann 5usaeal].ueunCne IV1R�glilM tate .o ma B[sl euuelry Cemponne T....F ..'s e.
,Iv' Than
Trwa Typs Dry Ply
Fm
fbw
ra'BUNfeFYel6ourte, JaaNUMN.Fl933Y iba0eM1B3n16 witllrvlulrMa.4c.FIJun31HP:MIA16Pg1
ID:T331eA�B5v YWmTTHM3Py3iglPC,2Ep51 RRF b9 pCpMhBGRsgBMtr 6i'U
61d
HI-T�--i tao
FiAyes1:91.]
no=
t.m= 4M= 94= i.w ll 3q= Lya ll tro ll 3W= 1. It m= eN= IIN=
2 3 s 5 a ] a B 10 11 12
1-I 21 30 19
1. T] 16 11 11 13
a. ses 1W= m=m21urnM18FP= 1. m= 4w= 4D= 9Y
m=
I I Iii
Phase %.YI, IlEdoi 112W41. 130.14 a l7 1
LOADING SPACING- 2L CSI. OEFL b W) VOM LM PLATES GRIP
TCLL 40.0 Pkk Gdp DOL 1.00 TC 0.]4 Vrati -0.3)1)-10 650 360 turn 2001190
TCDL 10.0 Lumber DOL 1.00 BC 0.92 Verti 4.57 1)-18 0016 240 MT20HS 10)/113
BCLL 0.0 Rep Sense Inm YES " 0.69 Hors(TL) 0.10 13 We nM
BCDL 5.0 Cam FBCWI4/IPI3007 (Matrix? Mi 10 to 11%F,11%E
WMBER. BIACING-
TOP CHORD2x4SPN0.2(IIM) TOPCHORD ShutlunlfwdabeMinp ObadN eppliMm6-1-10m WrIMs, exoaq
BOT CHORD 2x4 SP Nu1(nrG and Verticals.
VUEB6 2x0 SP No.3(nH) BOT CHORD Rlgb cel9ng ria dty apDlkd erl0G0 oc byedng, Except
2-24 oc boning:18-20.
REACTIONS. genies) 2Y10901350,13=109)IMetlNnkM
FORCES. (IE)-Mex.Cdnp.ggax.Ten.-Ntucea250(b)0r ksa exaMwben Ntcxn.
TOP CHORD 20.24=108500,1-24=108400,12-13--1090.9,1-2=11220,3-0=230600,N=3si!ii
4S 39520,56--♦MIQAI 6-)-419000,]-e-i190 8-S- 93200.9.10=39i
'"-2n1ro,11-12=10r
BOTCHORD 21.22-W2110,20.21Af3169.1&20=01429;1&19.004292,1)-10=d1490,161)9N2&1.
1S16Wti.1005.0(10]5
MBS 12-1d=W1459,1-22•W1449,11-11=139100.2-22=136100.11-15.0989,231b 59.
10.15=-9310,331.92L9,1
31)=129.611,S16•-U1Po19,0.1Y-2%1z.)-n=30m
NOTES- (7)
1)unbalnced Mor 0 platers,
M1ew been mnabered icer Mla deagn.
2)Repleleaare MT20 plaleao as OMBWitiondirslM.
3)-Ser pgirdiuM rnimaeto ing connections,
5)endengk endearment
steN Inducting tredge Member end Carry nwdel not used!in IM trussisentl desgndNb 31n
5)beoammead 2x6as0n thecouen wipe,rrepeaa110O0 other
Meansatened 10 eed10uas wbh 31 O(0.131'X3�raN. SVangbwksk
be11TIO , owallsnibeirOuter sada or restrained by oNermeans.
6)CAUTION,Do nd erect thus.baGwNa.
?)bull maisthe res,product Is tletyned as an designer
s Wildngwmpmem.nW a by Me tyakinux WMN ECTWaer�l Mrany Da'lleuNr
CulMing is the reeWnslOilily of Ne building tleal2nx per ANSI TPI 1 es Merenretl by Me bulking co]e.
�WARMttl.wriry anlpn wnmeo-n ab pElo/viae ox rw Aro pct W d YrIX pFFaxaca PAaa wim m.lnuvul5 aaloaE w1-.
uxoXy YN Nnewunmem.TlYYeen YbmlaNupn wnniaseNrn.1-M la kren In0lvJual WNn9 umgw¢M
v yov,aeenMr.n.Baebbee ux,Ne mWWleFw9eaweem1pwmwrnwuetl.es'nnlrywtlewunae{ywiuYppwryl NM•OmY+pmnWwwaee^mYa'4+.N�wWe. An.roYrwpeu-eaon-umM�g•Wl9Nn wpMpn
serious,map, e,... mepusloyqoMaB
eeM1ryIMwubn a .1-rmTuPlnlnMNatlaNae�e
eeumnlleewnlnwlpl.
rCao
ipunm Ma.1 Y0e1d
JM Tus wType Ory Pty
Rdd—
e1eW5 FW Fbw }
ased-FxYBwxn� JVJviNe.Fl]3RN ].&°eIp IBMIB YRekINiiOYL MC Pi..'.9sabm.meet
IO T331e9rOrv00Y93rtTfNMZPV3i9ynslbN193bg89Ya3]BOG SlWs153mm1fa3A9N
o-1a
Hi -a
I Ad= aw= sw= IAa 11 ed am= 1.5611 tm FP= .b= .x12 = I.
2 a . 5 6 ] fi 9 1U 11 12 12
27 as 25 u 9 a 21 2° 19 18 17 18 15 14
an,= .A= 3x12 Mr20X5 IF 9O= .9= Sia
6
6
P Ne ghMe!%YF I1 Eloe 0.1-8
LOADING(pf1 SPAGNG- 250 CSI. DEFL F (bcl Vdell W PLATES GRIP
TOLL 40.0 8p OIip0OL t.GO TO 0.69 Ven(LL) -03921-22 x820 380 SRM 264/190
TCDL 10.0 Webs DOL 1.00 BC 0.93 Ve11(TL) -0.5921-22 x415 21, RUMS 1071143
BCLL 0.0 Rep Streaa Ina NO N5 (172 HoddTL) ODs 16 Na ma
BCDL 5.0 Deal FEC2014rTPI2W7 (Mehhe) Weight:12511, FT=11%F,1194E
WMWR- BRACING.
TOPCHORD 2x4 She M 31(M)1xmpt' TOPCHORD SWduMl wed sheathing dtrer2M epplletl or 5460 m PUNns, except
10.13:2x4 SP W.2(6el) endaal5cels.
BOTCHORD 2x4 Sp No.l(INI)'Exnpt' SOTCHORD Rigid w Mg dneclly applied or 6O0 M breCng.
1424:2x4 6P M Signal)
VVEBS 2x4SPNo.3(OM)
REACTIONS. (Ibled2e727=100183816=18801058
Mme'.27=fO09(LC 3).16=1680hC 1)
FORCES. (sa)-Max.Cwnrdslax.Tan.-All farces 250(p)akes exmpt wNm shown.
TOP CHORD 1-2--11 MN,23-2804N.3J--18' 3M0.45-3930q,Se=4425A,67-437",
74-37039,e--47034,9-10=24714,tan=2471ro.11-12-656r114,12-13.03403
SOTCHORD 25�269Y1114,24H25-00484,2324.031460,2233014311,21-22=W4376.20.21�M378,
1620:04376.161990195,17-15-1&1703,1617-8404,1516-65540
NEBS 27-28-10314,1-28-1 WIN.12.16-16199,1-28.011448,2-26--1SIM,
24,?259403.
325-81&Y1,3M=0.534.523-5594.622-103038,622--381414,621=316165.
12-1]-031522,11-1]=1456U.11-18911066.9-18-102510,9-19-01897,749=1197M.
7-20.391341,1315.455N.12-159147
NOTES- (7)
1)Unblwn IlwrfiveladshavebeemmnsWa Iorthmdaign.
2)N plates are MTN plates made Mhmaise indicated.
3)Al Bases are 3x3 MTW unless whelWise indicated.
4)5en61Ydid pitMbleeks including heels"Member and fixity ended Was used n the enah rS and desyn Mth4 Wu.
5)Remmmend2x6sV gMas.onWge,spaMlmandfaMe toex "hu hS10d(0.131'%3')nalls. Strmgbackst0
Oe CAUTION,
o notaet 1hekMttmdaar reLrenetl ay other means.
6)CAUTION,Op not erect Wee brckned a.
7)This ig Ithe r W product is the
as an igneruel ANSA T component. Thee y theiry and use of Me Mmponenttw any pelgmlr
building lathe mapanaibilily INihe buAtlin9 designer per ANSI TPI 1 as rMelenmd by the Wibin9 cMe.
LOAD CASE(S) Standard
1)DOM.Flow L.(.him.):Lumber Inaease=100,Plate In[reue=1.03
UnBae Loads(p10
Ver,14-2]--10,1-13-100
CgICOMMiM Loads(N)
VM 13-203
Q WIRMMa-L'w3deey�Pxwmrna W NGn NJIEa CM]WaaW NICLWEDYIEX MfEREXCE IAOEe�]na.e✓,t4931a15aElpM USE.
oempanwaN,vaenm.+n mnekmmnnea,' rnnaeele^am..e wayvpan Y�mwef m>.n..molw en o-entlua nuumng mm�nent na
wMn6.m.vr..m.wmre a..e..e.wl wmr yeewlluNYryaaniB^WwriMeevYgMwMnrwW^�^ui.aeri9�neo m..orenn 1-
a+vw+wm%®ean:m+o lgaewY ns4{e kuna 1ppW�nl.�w�IFlw,ewe.elvmm:a.^largarinieii�eanno Nne�'ne•mere eR•
... Nia'...Annner. .Ml IM onti. tl ma am dusarp CIia
My wFeYum nuaWtelbl:.LLveroVP] apleW FeOMA
iWrp,1 sm10
JM Fin
Tluv rues Typo OIY PN
@1s
a'. flew 1
&iYa Pa...... JeWwnWe,FIORM I6lpalyrf9ID19 YrteklnEUNea.Inc Film.NP:51.10 masI
IO:T33MAfa DYS'n MPy3'!� 3ULaHihnNiFU19010YVMT CE10VEC0Y1t3M
o1a
da o
aF�i =yxo
led= pM= BW= 1.9] 11 yy M y3 SW= 1.3611 BIB FP= .W= 1bS=
3 3 . 5 0 7 0 a 10 11 12 13
25 fe
N 23 ]] 21 ID 19 10 17 16 15 14
ass SA= S112Mi20NSFP= 90= 10= ad= ass iW= 90= {a8=
tl._
61L
.
e 1L. 6161 124.EE 1411lob
LORDING(pef) SPACING- 2.0.0 C91. Dill in (1,c) VMI Lk PLATES GRIP
TCLL OB4O Pae Odin DOL 1.00 TC 0]8 VergLL) -0.381519 e893 380 MT 20 2H/190
TCD. C.
Lumyb DOL 1.00 BC 0.80 v.rKm) -0.58 1519 =di3 210 MTM" S 18]1143
BCLL 0.0 R,Strew 1. YES M 0.71 HorzITL) 0.69 14 We n/a
BCDL 5.0 Code FBC3014RPUG07 (Melts) Might:11111, FT=11%F,ll%E
LUMBER- Erik O-
TOPCHORD 2WSP14o.l(M) TOPCHORD Sh mlxapEahe gdir lyapplle ors 9oc Mu rs, except
BOTOHORD 2W SP M 31(88t) eM VMiuN.
WEBS 2W SP No,3(M0 BOTCHORD Rigid ailing dinew,applietl or 10.04 ae daet
REACTIONS. (Ruled) 24-t121p36,14-1121/658
FORCES. g1,)-Maly.Comp/Max.Ten.-Hiarcea250(D)arksa except Wlen ahwm.
TOP CHORD 142fi=t 11firo.1}2fi=MAO,Y3=115]ro,b9�-29WN,}s=N 181,Lfi—s118ro,
SB=2-2904 .12-1391,]-8•i]3&X1,5^e-A1181,0.10 -611 W,10.11=-2901N,
1t-13� 183. 1.2=001571
BOT CHORD 21,23==01359,2&16=W259$,30.21=00.589,1&ZS-0/6689.1&199N]39.1]-18=D/6169,
151]1,11160,1- 1 112183
WE95 2425=11161,1-25=11161.1-23+1,1691,2-23=162)1,2-221,/1009,}22-98&O,
31(1.0/109,SXM-5131,519=1110 0 9,518~9331,1}151,/1691,12-13�-1@]A,
12-18=W1009,1518=-98NO,i0.1]1,I103,SP-513.0,516-111/]09,]-18-332rt1
NOTES- (5)
1)UnbalenWi rMbedshivebeens siare f«Mis Beagn.
2)AR plates are MT20 planes unless othervnae Indbeted.
3)"Semi-rigid PdMbmab IndudlnB heels'Member end Nhy Model ods used H Me analysis and design ofMla Wsa.
6)Remmmmd 2x6 nmrgbeW,wedge,apvada10-0-0 ocandfaMWa We Wash 11W(0131'X3')na#. SlmngWckaW
be snowed to angle rtMeir outer ends or madmined by Nher means
5)This manufaauretl product Is desgned as an intlivi0ual Luildlnq romlonenl. TM suiWbiily entl use dMROCTpMM 1,r any paM'Isular
building is me responsibil6y due bugtlinq amgner per ANSI TPI 1 as rek broetl Wthe huiking cods.
Q waawxp.yemya Parnmrua andmwt..px7r6rAa .amoryids udca FAaawmm,laavmsutpu
n anyvM MneF¢mnncbrs.misMynle EVW aryuren penrMweenom.eMlsM an lMMaueIFYYy uwn{cnenl.nq
bre.. .
used �lptito Yeegnermun wMytM eppiutilAy INCespn parerMenaE goprylrco.e Ba Mega Moth owrM
prevem euangmmareuuwY.m.nammHa memeea<m.<mee pa.yelM wmHMexawre M16k-
wnmrea:ne%.H: eyen3iopmdxuupYvnn posude pwmYml.rrem Pop.rye.me9e. Forwnxaia.aelwree.dngu.
onpe Ceeuery eM ane Eretin9 anns511. 1nss.Hems,see gN3'A "UWyearW,p6aMaM aC&eullJlne Cempenm
s.rnmlme`-xwn...amlelmm.ress w.manma.2la Y.ws..x,see a1z ueubn.,'A."' T,
JG Two Ice Tyy> s Ply
RW 18
Mass. FII e I
BiE.n Inedubse JVLonMt NO]3M >.6Ybe.W l9AlaMTw mauebba me Fn.."tbal Ale Fy.1
ID:T334eaNGirQD .M. -H,PY3)r9%V3<30IoHiW0NIF01pG.lOAAr7NsEIOVECOa i
61-0
H I29 -� as,,= Sale�1:110
1 4e= p /ae= 31-W d 1.S9 5
11
1.60 ' q
T
M= m=
10 8Pa. 6
a.e= thII
PIBk 2 30.12 Ed 5. 1-0 12 d 9:0.1-0Ed
LDADING(P tt SPACING- 2-00 Mi. DEFL. F hap) we LotLATES tl PGRP
TCLL 40.0 Plate Gnp DOL I.00 TO 0.97 Villi 0.03 " >999 380 ML20 244/190
TCDL 10.0
Lumber DOL IM BC 0.07 Ven(TL) OAS " >748 240
BCLL DO Rep Sbeas Inv NO INS 0.67 Hori -0.01 6 n4 We
BCDL 5.0 Cade FSC20141TPU007 (mi Might.331E FT=11%F,11%E
LUMBER- BRACING-
TOPCHORD 2x4SPNot(flaD TOP CHORD Slmdumlwao ShM1 ingdirevlyapplbdw =WMS, ini
BOTCHORD 2x4SPNo.l(f ) and sandals,
MRS 2x4SPN¢3(M) BOTCHORD Rigideeilin Ma,Pdr ppliedoI6 ocbladlq, E%cepa.
10A0aclbrasb S],
REACTIONS. (Ielslae) e-3271Medrankal,9=2397ro56
Mex Up11116=-402(1.0 3)
FORCES. (IEI-Max.CCTp.RAax.TM.-A11vua 250(G)nkas except wfiM aM1own.
TOP CHORD 58-0/597,1-2=011757, . S14,Nrt 14,aS01814
BOTCHORD 8-9-1757A) 74-8140
WEB6 2-9•-900ro,1-9=23]ILtl.57=1�Iro,2-0=N1dP5,32�-514X,17-' 7
NOTES- (9)
1)Unbalanced floor lire bads neva been wnaidwed fw Mis desgn.
2)Refxto giNer(s)fortmss WMss wnnedbns.
3)Providemedlanicalwnnedk (by Nhen)WWssbbasingplate Capable MwMMandMg402buplMtlp,m6.
d)"Sembngid pilUMeaks'ndudYlg heeb"Member and fixity Model Wes used in Me anatyda and design data Must.
5)Recommend 2%6 5lrongbacks.0a edge,,.d M 1600 ac end laden<tl A eaM Irvaa wXn}144(O,t31'%3')flab. StrongbeW b
ba Wtl towellsMMeirouter Mdsorreatt hMbyaMermeans,
6)CAUTION,Do not eredtmss backwaNs.
7)Herger(s)or other wMMion devm(s)shall be provided suMcle d to supe st concentrated bad(s)140 M chem M 0.24 on top Mone,
TM1e design/sekabn of si cmnedion deviw(s)is Me responsibility of others
M In the LOAD CASES)section,beds apple.to Me face of Me as ale noted as frond(F)on,beck(B).
9)This manufadured product us designed as an Mdivbual during COmpmeM. Tn<eullability and use of this Pon pole d for any p r iwlar
bulMing is this mapansibiliry 0 M building designer per ANSI TPI 1 as referenced by Me buibilq code.
LOAD CASE(S) Standard
1)Dead+Floor Live(bslensid):LUMW lnoanse=l tQ Plelelveeae�l.W
Untleml Loede(pID
Ven'.610•-10.1-5=100
w
Comrmed!Leads(b)
Van:1-1696(F)
Q WAaMMa.Vway 4yr.awrW.NREaa Mated ox rl6dNalxcwoEoxn[xaFFaaFxca FnasW 1]m.lb—sburufldd usa,
pYewnv/abuandue veertexboa.n[1on.Tn YtlpnwX Wueonryupm paramnen ancon.ana lalw xeurlemg umpanenl,nm
rdoar^ Ina d.ewn.,mu.,.tl. exgfuoewo<aon paarnmaen pro�/nm IY.b e.emnm �.
ewM Me.BrmrN"wal.inwlawmlwmXe - ryw .. eco m.m . `. �aporyamp.�rr:r`emexre
b wvq.rewreu wrneesryrEwPwe mMp.ran pvxw M*onel ryury am omwnveamvve. reeadaded
IMYMn.oap.NPw a .1.rMegars s.IN.
yeYor. I1 eVA 114, CrMara.oSatl.M Bfa1BUMFa Cempar.ra Ywea.I FYBI-0.
e.M1ryMornMFn ewYob Mm]ruee Vl.re Invura,318X.Lee SeM.6uYe]la.Nevananv,VPIIJI<. re.mp,iL aYla
PT. nw)rya Gry Ply
e 1i
F1] )
BW.a Fy&vq JUAaIM,,Fl]IIIt ibWeM10V18YGL47Yiu,llt MJunN143i'S1peel
ID T33M9uG5vCGY83'aT1NMZPV3e-0KSKG ainBPYJYRGzVI(prvN4tnx7NiNWIFBbL133L
ata
44=
1.N .— 4G= M= cries 9x9= 1S] II SJ= A9= 4I=
1 2 5 4 5 8 ] e 8 1.
in Iq
4 1 18 17 18 15 M 13 12 IT
, 4B= Ig= .q= bU= 15611 ya= 56= 4N= 15.311
Paris N141.12 0-i-II16W4.Edlmi I19:0.1
WADING(psh SPACING- 2-00 CSI. DER. a (IM Well LM PLATES GRIP
TOLL 4011 Pole One DOL Ido TC 0.94 Veri -0.17WS >9B9 380 MT20 20-1190
TCOL 100 Lumber DOL 1.00 BC 1.00 VbbTL) -03614+15 >752 240
BCLL 0.0 ass Rep SIna NO M 0.61 Hom(Tq 0.00 11 om nor
BCDL I, Code FBC2014/TPIZOD] (Mena) Might:93E FT=11%F,11%E
LUMBER- BRACRJG.
TOPCHORD 2x4SPNo.l(ddd TOPCHORD SbUaual woad Remaining exactly aWled or a oc Pudns, stand
SOTCHORD 2x4 SP No.1 ged and veltlale.
1AEB5 2x4 SP No.3(8x) BOTCHORD Rigid eased threat,applied or b49 a brwng.
REACTIONS. (laide) 11•7500-1-10,19=2655/05-0
Mar G g,1I-]SC(LC 4),19=2655(LC 1)
FORCES. (Ib)-Nar.Dar m.Tan.-Alltoras2W(lb)aMeaexapdv.Ten Ol .
TOP CHORD 10.11=]49a),1-2911699,23911311,N=-]95O5B,45=19531161.5E=195Li61,
6]=21669 ]-07-la-1,BA=1890N,410=]019
BOTCHORD 18-19•-189&Y1,1]-18=-102L10616-1]=485H40],1i1B-181/1953,14-15=161/1953,
1}1492012.12-13 941 3 51
WEBS 2-19=11029.1-18=22936,10.13b1951,2-18=001286.412=9009,}10-12259,
413.0/4]1,31]992],&13+-418(14,L1)=9599.]-1I=2]816,4-18=0.959,
614--0-983,116=-1269.4152529
NOTES (7)
1)Pn de cea an live lade neve been anaidxetl ror Mie ng p
2)PmvidemeGlenkal,4.x20-,(by open)ofWumbearing WMlMi mds)it.
37 M Intended!
M�(a)t,2 3,4.4 6],B,9,1011axTave barn mMiged.Bulply GeNBnx muY review lads to vMly Ntl Mry ere Urtati for
Me Intendx2 ua W Mia truss.
4)'sem:nga d 2x6 m xa inaudmg beep•Meatier l fixity maddwes used M e enm ss and design au'X 3')
51 Recommend 2x8 arot theUs,a etlge,sand et 1000 arass Texenetl M seat trues u0-3104(0.131'X 3'j nen. Snongbecks to
W 9neMed to
walla at trim ester mtls Orrealalrl�by Mar mems.
8)CAUTION,Do not erect thas gained a.
]l Thumanuthe ma produtl lodevgeasas an individual ANSI
The s ythelnyanduw MM'a aompdma for any pxdkuMr
bottling is Me responalblllry MtM buMin9"signer par ANSI TPI 1 as rc/erc0atl by Me building ads.
LOAD CASES) Standard
1)Deal Floa Live N alenad):Lumar Inueaza=1.00,PIM lnaemx=l.W
Nnnonn Loads(pR)
Vat:11.20P10,1-10--100
Cancannaletl Lada(11g)
Vat 1=14%
2)Dead'.Lumbo Mcreea=l.W,Plate Inveea=l,W
UnMrm Loads(M
Vat 11-20-10,1-10--100
ConcanVtlM Londa M)
Qwmames.v eraweswemer.n.wae.aNares pN iws 4Npwaa5arrexaaFaaaxcaFaoa4aim,...1.11.0dr aa.
1MIssn w a rCr,smor ba bT..-11Mcn.Tho o,la L.—.%own ParamewaaM.n..Mi ss el I1amEualbuibmg rnmWnem m1
m.eeanl...m.waalle aeaglermual retry me.wl�eunvllaeve^wxae*Np indrpimletmeeeey11m11rremets
wuim'ua'm1.9rxNgilelulee i.11P,rem au<Nbamme.e11.1r11.e�.malamrnw l.,b.,.w. 1aest- ale n,n1 e11 N,ug Ell
YirpureEMaeWp,M ru P,ert ww1.0 Pl.we cen.w mryrv.^a wewMee^ew- xre bade-dendngtle
1••w o1.mu.w,WNery e�emin vna mule atue.ea eleuu...v sae,, ax9amt w•liycnnn..ese-99,1a 6ea1 auilmla ComPol.la Ter, Fj.l aw.
aeM1ryllRamtlbn avallaebaom Trvu PWe InnnW,NaN L.e Sar,sone T3.NauMX,.VLL]1.. T.mp.R aM10
I
FIMaxw, IO:TffNa9•R 0CASES) b ndsld
Deaf aFb Lwe(unbNn d):Lumbs Inner 1Q0,PWe Increase=l.W
lolm LoMs(p10
Ven.it-20=10.1-2=1%,?10=20
c rnnfi B LOM (Ib)
van:1=14%
D.d♦F Live(unMlenc ):Lumber Inge =1W,Pkta Increase-1.00
LavasVM1.2--2Q 2-10=1%
tnlu9eO La .(WIVert'.1=14%unbabnp Dmf:Lumberin a=lW.PI9eInueax=l.%
bnn Loe0e(PIOVM:11-20 10,1-2=1%.2-10=20nten Lac(Ib)
Ve11=14%
u,L..d.bP�m Waea(qp
Ven: L1 s(10,18=30,3-10=1%
ncemVB ,1-14 Ob)
Wert=u%
tltwD s aF41BLYnfunbWwEl:LumberIlriaeee=l.CO,PI9eIn9eese=lW
Xum Val:I(pqVen:11-20=10,Y2--20.2E-1%,a-t0=20
n -ft —14 Pb)
Vel.t--14%
8)2nd Glese a Fbar Live(unbelme-tl):Lumber Illcrew=l W,Plek Incease-1.00
UnlUng.LoafMs.(pIn
VN1:111.
20•-10,1-2—t00,2E=20.510--i[0
CmmnbaleE 1 (1b)1—
Verl:1=14%
9)3MMwD :Lambs Inueaae=1.%,Pkle IIIv9aee=1.%
unil0lm Loa]srom
Ven:11-20=10.1-2m30,2E-100,610=20
eoncenVed,1-1 (Ib)
VM:1-14%
10)4Mds(Lumber Incense=1.%,PIOIe Inrrew•1.00
Uni%nrbrm LOMs(p1)
Vert'.11-20=10,1-2•-1W.2-5=-20,510-1%
CPncenva l Imb Ob)
VM:1=14%
Q waa4Xs v�rry aW�wmmXva xa auo vor[s aX ms 4,m pctuoao Brta aFFBuxcS F4aB w]4r5 m.lowial5 easonE user.
signvalle lo��sp nb MN�i�eFemnneum.IDls Wsignheavee any�xmm�ers enw¢aneuban lnein�N4 xmo0e owrtY
eav=gem. a e.. Ima.alvm•e xmrm.,on a4x.,m4.rs..e nmx�a w�ww44p k-
a5ageea4n. arsaev wlMa4mp2ram en.xv�ammel4enXN,Mxna.ei�mom mxN.ax`. al�.a�.mxrsrva•e oexxem EaX.v
wv=aa.Ime w�naellnV.. �op,...m.�r.q,e.e.�a.Iw F.,oeu mlw, emgenyeam.v.. o,ax.nlv�4�x reaMl.e Ne
on eMNa]]rq alwweanetw,ryslemq ax µaVlill puMyaeuX,.Y5600,ne ea9 euY51ry fumpMVM BWa Pe Ye EW B.U.
SaervlMemi bn aeva� a e Ne,3�0 X.Lx SrM,eune]13,PYeemna,VPE51.. xp,iL SM10
Joh Trvea ryas Typo Gy PN
I.addresses, 4E10
leas F1] f0 1
a.11...Foal as ..h. ]yYa Ip 19—oT.Ir4iYfu.I-F1Ar241431'.UA10Ppe1
10 T33M&.GSADY&!nTTNMZPY3i-Y%glIK511PXWaymg%mlbmNlaEb%ILkGI�t3K
btd
6
H,
8= 1.0=
IbC= 4N= SJ= I SIC M= cod, II 99= 1'.s II to= 4N= 1 b]_
t ] 3 4 5 e ] 8 0 10 11
A l�
se19 t0 1] 1d 15 14 13 10
56= 48= 476= so= 1. M= 16= 476= 4. A3=
_3 1]310 1&>1a
ql EE a013 Ed 1 -
LOADING(psR SPACING- 2A CSI. MFL. n (Wc) Asol w PLATES GRIP
TOLL 40.0 Pass Grip DOL 1.00 TC O.n Ver(LL) -0.291516 1750 369 NIT20 244/190
TCM 10.0 Lumbm DOL 1.00 BC MIS Val -0.401516 1481 240
BCLL 0.0 Rep Seats,Mw YES WB 0.64 11 a ) 0.08 12 nor nM
BCDL Code.ee FBC2014TfP120D7 (Mable) WYI9M'.1006 FT 111%F,11%E
LUMBER. BRACING-
TOPCHORD 2x4$PN0.2(fld) TOPCHORD SWdu2lwwE siNalhng tlircdy applMtlwS]-tl oc Wrlina, ..0
BOT CHORD 8[4 SP Na.1(Np and verticals.
WEB$ 2x4 SP N0.361d) BOT CHORD Rlgld miing directly applbd Or 1040 be brmorg.
REACTIONS. Wood) 21=40147650,12=1014111.10
FORCES. (Ib)-Max.Camp.I Ten.-Mtwms25O(lb)wbnex op eneho'm.
TOP CHORD 21-22-1008,0.1-22=100]10,1823=-100910,H-23=100810.1.21-1095/0,
2-31-2504N,34534,0,4-5 -35UM.SL- 7",6-7-SS7410,73 3551M,
49=355110,410=256110,1111-103610
BOT CHORD 14203 1952,1&19203145,1]-101 74.141776024,1516=013000,14-15=05146.
14142N1951
WEBS 11-11-N1337.1-3DM13%.1413-127M,b20=12]510.1416b1H18.2-19=01052,
414=61710.319HOBN,415 1547,3-I 5b 9,7-15=381,0,518=730/76,
7-16-2171445
NOTES- (5)
11Unbelmcetltloorivebadsnavebeemmnsdw fw Misdesgn.
2)PmvWe maNmical mnnecron(by press)d Wss t0 bearing pass d1d10(s)12.
3)"Serol-Mid section"including nxb"Member and fixity TWel was used in to analysis end day,of Mle broad.
4)Recommend 2x6 slrwlgbacks,on edge,spaced a11640 wand ladened to eaen tlusawiln 110,1(0.131"%31 nails. Sbmghmke to
beaus mw %dMCYwterendsorremainedby Mhermeans.
5)Thismanufa=u p1 udisdes2n nmindividual WildngWmpcneM, The su0abiliy and use ofbas CwnWnent/w anypshwer
bulWing is Me respmeiRliy dMe huiWing deagnef per ANSI TPI 1 as reMlenced by Me buiWing cede.
Awa wxa.vamv eeWnwnmerea.ma[ao roT[s ox iwsaxowcn I. urtx,wl1OPeaa46I1Y m.tomapfs¢Foa[use.
enryrnn unewwvnon Tms Yth,eaemonry Ifo-9rvrcsna .an lwen xd mponemnm
fado,enw.x.m.wla�.ve.ege.,ml,.l,ams ln.appi�buMmp.:�v wl.m..,.11pq"mq..y�i�mpweau aw��me�ne e.al MRB -
we egn.&aurylMlmMrtmpmem Ewlllnp INlneMeual lrvssureb anpiw NeN memdnwry. �pnryane pennvzmbnap
Y�pMbngWrolbauaiy aM lepewm cMlvpx wnn pestle pemrelinryryaMpcgny Nmape. e�pemn x�rega8iB0ae
,sobs eFary.erwien arta brvonawlrvaaee ane-ohshem;w 71,011 GuaMammxe.os ane El euwly cempamm BWaPase EaBMv
�NafylMwmalrc wum.rrem lrevram.roam.,zee u.fa men,sw.za.ua..l m:,v.zvla .mw.FL]ntb
JW Trvu
I"Rate
Mw waTye "I PM ie@tpta
e18&
Bddda Iasi A4vnAM,Fl]IIe. iEWeMrIa IDIa MTMIMueYbe I-linAn le I.R1 wA10 Psi
D T33ieB.(:rd0T9]nTTNrA1PY3't-y%gU%511P%PWlTmgg%mWIN®blQIXfyhGw333K
61d
H 130 &ye�1261
aa._
t s.a= tss 1m 44=
SII 2 9 4 5 5 ) 6 p
] T t I4
:{l 15 14 15 12 11 10
aW= 1W
di
610
u
Nl8EII e
LOADING(ps0 SPACING- 21C 11. DISK. n (lap) IMM LM PLATES GRIP
TOLL 40.0 PlateP DOL 1.00 TC 0.39 1idi -o.tt 13 >999 360 MT20 2441180
OO
TCD- 10.0 Lumber DOL 1.OD BC 0.6] Vei -0.17 13 X999 M
BCLL 0.0 Rep She.Inv YES m 0i Horz(TL) 0.0! 9 We of.
BCDL 5.0 Code FBCNI4TP12007 (Mahle) Migh-]SM FT•11not,11%E
LUMBER- BRACING-
TOPCHORD 2x4SPNo.2(W) TOPCHORD SWdurNw she ingdimtlyappiM.r60 pudM.. aeupt
BOT CHORD 2x4 SP No.203at1 and vMnell.
WEBS Ma SP No.3(MI) BOTCHORD Rlgld doing directly applwd or 1000 x brarJlq.
REACTIONS. (loaded) 16=A9A}Sq 9-711
FORCES. (Ib)-Max.Carq.SAn.Ten.-All taco 250(Ib7abu exuplwTm shaven.
TOPCHORD 1&1>=])4N.1-1)=T)3ro,&9=)80M,i-2=]69M,2-3�-1812/0.31=2301N,eS�-2301 M.Sb-2301q,
6�]=1]93M,M=73610
BOTCHORD 10.15=N14H,131aSR152,1b13-02301,11-12=N21a1,11) iHB
N£B6 610,11001.1-15- 2,7-IC-948ui 2-15—SW0,7-11 KV522,2-141 )16.11 J63D 3-14.) .
612=461429.3.13=5&416
NOTES- (7)
1)Unbalanced MR live beds have been mnaNered for this design.
2)All pwtu and 3.3 M120 unlace otlwr adds i1WMaled.
3)PmWde mechanical cMnetllon(by Whets)Mhum to baenng plate at)olnt(e)9.
4)'SemifigwpilhtimalainWdingheelb Memberend Ntnymodelwasuw ntheanaM34anddes4n&Mm Wu.
5)Recommud 2x6 Wmn9b.,on edge,spaced at 10-00 a:end fastened w eWl WsaxiN Y1od(0.131 %3'1 naN. 6wngbacol t.
be sparred W wale altheirmwrends or restrained by W mems.
6)CAUTION,Do not sheds was backwards.
))mwmanWalmdpt uaisdesgnWasanindivqual WiNingaanp . TheaunabllhyaMube Of MISttmpanenlloranypahimwr
building i5 the map haiolAy W Me building designer per ANSI TPI 1 as referenced by Me building ones.
Aw4RMNoVeiry CUlw�pvxweeMRERO uarF50M 110ANp M'aLunEn WTENREfERExcE PIa ]1 m.faaVaOfaaEEOREUSE.
beagnwnem,ue<cnry WMnM�a�m•mon.Tq as giem�em.wpe,amaea moan,: gem .I n.iwe.a�mwnern nn
.•mem.e e. ne eal.rm. ami .. lilyaaeadn w,.mn<m dna peep�� mu eeegn moms oe<nu
awa"anye.vitne;'neei.a�.ei:ln Pe,.a uwi.Mminemw.°.°Iw....e.mw�mnm m<me.R on F. a `m`.�rveeeoem.�teward gk-
ayenauire.bde�Xy..-ewm. WN WYtlervexa HeMO.WAeanete.Quite,
ro)rel lase
ason,We<lmufl-de,d,7ne,Rneiip,.NeLaem�u66In 11.a.IW .l1alMCMex..los6aa.M BCa eullalna�^I�^^n Tampe ,assio
Jm Tas waTrPe ON vN
Th.B,I. F15 fins, J
&ANse FYY6na¢e AWwnWe,ir. 7 610 f Iq 19 or 6 Mn"l neweyv,Ina Fe as W 14 27 L Whe Pvpel
ID T33N9 IODY83nT Nhfz Y3>LIDS ffi IGYD]yOO IGNIC{tlMWyNMllph3331
Ofd
HF1-tB-111'19-1 1-11-10
YJe=1'.39
Iffi
165= effi= tab= eL= m= 15611 sp= 154 b9=]ffi FP= $Its= 4M=
1
$ a e 5 8 ] is 0 10 11 12
2e 2$ 21 N' 10 1. 1$ M 15 14 1
M= IaA= es8= 288 FP-4. 4G= 15611 36= eve $M= 46= 15611
Plata 12 E-1.112
WADING(paq SPACING- 2A CSI. DEFL in M.,) U" Ud PLATES GRP
TCLL 40.11 Plate Grip DOL 1.00 TIC 0.99 Vwt(LL) 4. 161] p840 380 MTN 2411193
TCDL 10.0 Lumber DOL t00 EC 0]S VMti 4.12 161] "37
SSD
BCLL OD Rep Stress Inv NO 0.9 Dm m Hoa(TL) 0.01 13 n2 nM
SCOL SD Code FBG2014RPI007 (MM1a) MMM:1061b FT=11%F,11%E
LUMBER- BRACING-
TOPCHORD gas SP No2(fla0'Secept' TOPCHORO SW Wmlxvodshestringdlrecol aWhed, eawpleed ved'rJIS.
1-10 281 SP No.l(1M0 BOTCHORD Rigkwilhgde aWliedvl l mbavg, Eaapt
BOTCHORD 284 SP Np.2(M0'Eaoepl' I0U m Meting:22-23.262319-M.
16212x4 SP M 31(flM)
III 2x4 SP Ni
REACTIONS. (hushe) 1391811-10,23.21rll S
Mex Gmv 13-921(LC 4).23-2]S$LC 1)
FORCES. (Ib)-Mmc Cvnp.Mea.TM.-A11uus 250(E)abss exapiWMn SI1Psn.
TOPCHORD 12-13=6161,1-2=W16 9 8 219113 23,3 l233kn,1 --21291173.S8=3WON,
b]> I01,]-0.3025p, 1,185 251. 71,4421611611-2216811.10d84Y1
BOT CHORD 22.23�180B1,21-22--9]1115-1621-9]1 H8 15:dg �-414/1838,1&19=13010.
1]-0-12161q 161]-09181.1S16=W2]10.14-0S+W1Rg
WEBS 223-12161D 12-14=011202.2-229/1482,11-14-11301,322-14281,
11.15-1114,320-Wt018,615981.420-98]1,418-W41],1-19•W)63,
519=10131,]-1]-505rzIe,S18=01361
NOTES- (7)
1)UnbadMI Moor live beds,have been weakened rorthis design,
2)Provide me ank i mune im(by OUlera)di ss m beamg Plele al loM(s)13.
3)LOYJ oAY(q L 2.3,4,5,8,7,8,9,10 M1esifieve been madllbd.Building designer must reNev kadS to vinly tlwt they are weed for
the intended use s,1 Me was.
4)'SemFrigk ptlAbReb induding heed"Member end ferry model was used In Me anage is and Magn MMIs Muni
5)Revvmmwd 2x6 abmgbbi on edge,spaced el 130-0 m and tattered b el cess wM 310E(D13l'%31 nails. Slrongbach to
be anniaed to walls at their Other ends or nes imined by direr means.
6)CAUTION,Do not eretl"as backwands
])This mandx ured p=ud is designed as an indiAdual WMing wmpment, The subai and useW this mmpwemimany pwliwbr
bulding Is the hoWnr ibili y Mtne building designer her ANSI To t as referenced by the Wilding mdn
LOAD CASE(S) Standard
1)DW a Floor Live Malenwd):Lumber Increase-1.09,Pleb Inveaae-lm
Uniform Lards(p10
Vert 1324=10,1-12-10)
CanwlltrMed Loess(Ib)
Ven 1-14%
2)Deed:wmler I hosena 1.03,Plate Inrneani
UnM1m Loeds(pi
Ven'.1324-10.1-12-109
Owlnwro-wxyavgnpnmvunrienalDxo$n ox lxlsauo lxcwonw$axnarsrtsxc[naoE an hadoverrsa.
dglnwbb u»or .Mh.-nnmm.Tminvy,is.re-1 upw,Wmm�en sM1wn,eM ism an ompanem,nth
evnen.ei.In.wrens e.MPnern.,n»rev eerol6enm nrneian p.r.mmen.w plp»ny.nra impl»o»nn
pn.Bxbq.rMUlMdln pmrem eutYina pIYOWUYtmavueE anNortlwN memeers pn F.M- Mne,stnenl erwrq
rei
eprpu.MMuaeYlya muga MM1ppeGdepmnalinlury vM prwnyevmvpe. b,I,. npiM1e
uprape rM&ir.emnon:ncenane Nl 218e EW»ryn.m..sr eVA2231nlMcnbn..mamsna ecsl w.nelne CemP»nnr T",ams an.
sviny lmmmvlbn avaldEk M1om irvu MelnagNe,2161 Lee0nn.5uee]II,PHaMµia.Vx22]1t �yv,FL y110
Job T1 rvu Type Oy PIE
A
B1. F15 fkw T 1
BUYMaiYElYum. JeOearvM,Fla rMSW 19M18MneRIMaYNa,Ine Fb An3.14:27&2018 Pe 2
ID TiAbP.G540YflhTM Y3?-0jD BNryIGY 7] 02IIGNIGJA1KK NM3331
LOAD CASES) SIMM
Cemm�Ww L.ds(Ib)
VW 1=14W
3)161 C W t Flmr LN (unbelellwb)'.Wmber Inaeesal.W,Plate Inmase l.W
Unff.WW&(pIF)
VW 1324=10,1-2=100,2-12—M
Cp nMW LWds(lb)
VW
:1=14%
4)2M Deed a Flan Live(unbalalmd):Lumber Inmam=l.W,Pkle Inmam=1.00
Unff.Lead.(p10
Val:'324-10,1-2—M,2-12—IM
Conn..L.d.Ob)
Ven:1=1488
5)3M unWWl Deed:Lumber Inmem=100.PIMs Inu am=l W
Unff m LPMs(pll)
VM:1324=10.1-2=100.2-12—W
C.n.nV MLeeaa Ob)
VM:1 -14%
8)4N unbabllceE MW:Lumbar Inmem-l.W,Plele Inamse-1.W
Unarm L.W.(pIF)
VM:1M4-10,1-2-20,2-12—IW
Conan) WLmds(lb)
VM1=14%
JI 1st Mase De 4Floalive(WbsWnbed):Lumbar Inaaem=l.W.PWa Inrrease--f00
Unffn WWS(gA
VM:1124=10,1-2=20,24=1W,8-12=20
Conmminm Laad.Ob)
VM1-14M
8)2M Oath D d 4 FWrL'Ne(unbelenro )i Wn r Inma l.W,PMe Inmese-l.W
UnRam wo.(p10
VM:1M4-10.1-2-100,M-20.&12-1 W
CammnlMM Lae Ob)
VW 1-14%
9)3N Mage Deed:LumWr Inveue•1.W,PWo Imeme=l.W
Unff.L.W (pff)
Ven:1124:101-2-20,22—IW,8-12 -20
ConbM9 W LOM.Ob)
VM 1-1488
10)4th Mem DeM L.W Inmue=l,W,Plae Inman=1.00
Ung.Wed.(plf)
VM:1124=10,1-2=-1 W,2S=2o,s12=1 W
conrenbale]Lm s(lb)
VM1-14%
�WIFMa9-VeXry NlynwnnvNnWaE.lh NalEs oN M6IIN MCLYJEO WrElt REFEMHCEIIOEYF)m m.f¢WMfaaEFORE L6E
tlawam,.aeam.m Me w w..eapn.m.e..q.la e..ee eey•Pee P.,.mnen vw,,.. Is.p Ieawe�N eem.e eemweem.em
Glu .en me a m9 pengnnnam nnNue aPPoi'ImaTy olae.90 wmm�ers an0 ympen/ancwppmr.mlem9e lmomaowr
Ne �ee.erxl.e eq�uim alp pew.mwmm�9.11neMeu.P-1.11eanmma. memeNamn. IYnNl.mpanyaMmwml.�.mWaore 8k•
mCOpem ip penin W.pmvnM1 pestle penonal INun'ma PmwMaNnNe,Fm9ms.IpND
Monpalmemevee uum.vaiem...ea NWVI%I owlNyfae14 o8etl.eeeBC&YWlna rwmpaiuM T, O10
YPry�IM mnp np rv�aly"eeefGtl1�rvss.welenw..zle N.t..sinn.sw.]1z sR..mn..vnznl.. imp,R aeaO
9JM
10. Fle ry
e
BbmFkYB'ud, YWarvY,FlanI1 tla.1yr19Ale YRYInEUntJunNll Zr.WAle Peel
ID r33wsvcsworxwvTrnmrrv3TgosmewpNWGro7y�DNa).aNmiyNlam3ly
add
Hk 1 1 °
=1n5
Na ass_
1.&a= Lie= axe= I Sva m= se, dM= 1.5C=
1 a 4 5 e T 9
le 9 I�
1 10 15 N 13 4 11 10
m= Na= aw= sa= 15611 m= axa= m= m=
112
a
a zde
u: t
LO NG(ped) SPACING- 24H0 CSI. DEFL M (ba) we Ih PLATES GRIP
TCU 40.0 Pete Grip DOL 1.00 TC 0.63 VadLL) 4.1812-13 x899 380 W2O 2141190
TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vet(R) -0.2]12-13 41 210
:CLL do Rep Stress Ina YES Vee 0.53 Har( ) 0.05 9 M9 we
BCm 50 Code FBU0I,Cr1P12O01 (matter) —ght 84 Is FT-11%F,11%E
LUNBER- BMCING-
TOPCHORD2x4SPNa.2(M) TOPCHORD SW=mlYwHan ha aEivalyep(1MEm6 wpMns, except
BOTOHORD 2x4SPNo.1(1el) eM acreage.
WEBS 2x1 SP No.3(Nt) BOT CHORD Rigid ceiling diad,applied!or 1060 ac loading.
REACTIONS. (2hLLe) 1]=865HY}B 9-11 g 1O
FORCES. gbl-Mu.Carp.Alek.Ten.-AN lames 25O(Ibl alua except vMen anoen.
TOP CHORD 11-166241,1-iB�61A,919=d61ro,&19•-859ro,1-2-6]aN,2-Y-h1TbU,3d=261910.15=2819ro,
56--271 1A),57=209341.1d11-86510
BOTCHORO 1516-W1826,iF15•N2521,1511=0Y1319.12-13 12819,11A2-DOW,1611-(V1623
WEBS &I0i 115,1-16.41142,140=1)5541,2-16=105410,1-11:06St,2.15-(19d3,51I8U,3-1511-61 W,
&12=0/541.}11 .605,512--381/105
NOTES- (1)
1)"n l-ngld Hootfree Isindnewbeen cdnsi r ra Mia EeN2n.
2)Reml-rigind2x6 non Indenmgnedl .Member lOxiy muniwaz HaanMinearuss arM1W( MMis Wss.
3)Reaummed 12x6 armngbeck u er ends,r moom a11O4O ermed raelxreE is eetll Wsa wAn 31 W(0.191-%J')neN. 3Vonglacke la
be attachedanufisded rornetrsderened or ran unnanal Mmmeem.
l)Wiamena the respprenutl ieneegnWng deirMier Pel AWilding ToirnponeM. rdThe euilMeI and use leMia r2mpJn<M br any perikuler
Wiln'mg i%ine responsibility of the building designer per ANSI TPI 1 as releuncen by Me buiWvng axle.
pwa a'a.w —'-nFaramt«se.,etaa-adraa rb rxeaNpnaoparanrerrpa".ceraeearFmm.laavmaeasorLon'
u arty.unemwn.on.m,ee,gN a�ea�e i linen pnmerers'r—aM.e lb,-...a.ei
Ne Wwlnoartiner neM,ef say 1-to, r eeslea Vali ma Irarlyln^rteme miss d i,ZieelM�apY
v«enwm ��.eMda.irm„�.en.,warman m.mu,�,am..eenlrvnyar.a.m y.�mb�e. ens MRek-
w;esM,si;eBan .el%.M Wpevem uY�e,%,JLrvas rM S¢a NMyrcwnYmmae. nrw Paeanperpv Me
xM Otleery,eranmT—ena dnB.IOwrM CMN, aaYaullYipdainpnant TeriFass,Fate
rYlp lnrormnwn ava�laObrmm Thug Rru lNMafre N. e r n m3.NfuMY,WIDN. LmW.FL]%10
Jc0 Truss rvu Tyye Oly PIY
R
91eWs Ft] Fba 1
&i0eIe FY4flnvu. .bvnAM.Fl]EY 3 l&OeAw'. h...—SCuebby 1. FidW 1a:T5s.1.Fane)
ID n7A%B,52EDTNed]Fs]DyaCITABs3331
61-0 py9
H F -1 &CIA•12].e
1St= sea= bH= 1b3 m= 90= se= 1.Svs=
S a 6 ] e
I18 1 19 q
dyl IT
1e IS 14 13 12 11 10 B
Ty- Ads as= sed 1.Ses W= a'I= a.9= 3.'!=
H F Ice
pipes M 1.Edol 0 3,editi'
LOADW(pan SPACING- 2.00 CSI. DEFL h (gc1 IMM W PLATES ow
TCT 40.0 PWe Grp DOL 1.00 TC 0.83 Ven0.y -0.iB12-13 .908 380 MRO 2441190
TCDL 10.0 Lumbar DOL 1,00 BC 0.85 Verl(TL) -0.2]12-13 .8394 240
B= 0.0 Rep Sbeu Ina YES NB O.W Hoa(Ty 0.05 9 Na die
BCOL 50 Code FBC2014]IPI2007 (MatrM) SYMMS:"lb R=11%F.11%E
LUMBER- BRACING.
TOP CHORD 2x4SPNo.2r1m TOPCHORD Shumral YAOd Masihhg direGRy applied Dr680Oc guns, accept
SOTCHORD 2x4SPNo.1(M) end yMlwN.
V.EBS 2x4SPNO.30M) BOTCHORD Rgida ifng dirMryaPgMg or looCrating.
REACTIONS. gluslae) 17=8554445-0,9-Bfi5N1-10
FORCES. 4b)-Mu.Comp.Max.Ten.-Nlfames250(lb)wlmM pl Nhen Mows.
TOP CHORD 1]-18=BBYV,1-10- 6110,81g=-S,N &19 9503,1-297010,2- 20)(110.34-2819)0,65=281910,
56=271110,e-7=2093N,7-896510
BOTCHORD111fi4I1628,1415412521.13.14=W28Vb I2-13412819,11-1241243
510.11=0)1623
NEBS 8-10b11115.1-1gand 2,]-10=10MA),2-16-10541]-11KVIDS),2.1541613,6-11923)0,3t5=fi1B10,
8-120(314,3144x905,512=3&)105
NOTES- (5)
1)WCLLenced floor INS loads ryave been ansi0ered for INS design.
2)Pmelde ample irel mbnSd,o,(by arena)of"to to basting Plate at piM-)9.
3)'Edd M psalmists Inauding bttls'Member and axis mad&was ball 0 M analysis and design MNis Wee.
6)ReWmmend 2x6 strongodi on edge,spared at 10.00 M and fastened to eaM Wes wM 3101(0.131"X 31 nail$. 3hmgbxks b
be marded 10 walls al their oax mtls or restrained by other means.
5)The mmbeasi red produq i3 designed as an India duel bubing aomWnenL The adamani,and use of NIS mmponeM for my particular
Wildird S the responsibility of Me bulling designer per ANSI TPI 1 as nominated by Me buiWhg cage.
Qwaauvavmryanywrv^erer+emaEan aotts ou]wsarro wmuosawrtx ac Fa [wsa]a m.laurso+s BeFaOx usa
did,Sara Sir a a..wvy Wlm Ural.a 1.ra'IS daidii abavn enryu^n Pvamn..anwr.ane is�erurpnre"'ILSiw inert ympnnen..M R_
ayn o e B -1 PPk even Pmemwen 1O.1e mal ansa bntiiq 'pk-
Wl�nq Bp^uMM1V� mnBm Waeb PmarenryryaN prbwMeamvae. or Bene Ougvnce ipaNng Ns
Yen-si^n Sante.1i inion Adl.e^ 11—dadene Yu11—a,veeShin GadM(:mvN,D6Bde and a=m ads dampbmW
ed a .EY EM
Beaty I A_dAbn avallaole hom Trvss Plne Income,Ste N....Bran.Sone pp,.WvaM129Y. Lmw,FL$MO
JM rrvss Truss Type Ory PN
61mm n
Blpan FYtlawu, Ywrwrsf, Llosaboall
in I.. 1la1n eq I9AI6 YmaxameYbr,IIx.'n ArN I`i 5..15 Patel
ll). e9uG5vODYIQ3 TTNhftM?LmTJ ?P1 n7AM0y52EgTw7I7Eu3GTgC1TrL&3331
61-0 o�
H sde=lzu.5
64= _
1.m= A9= se= sas II a4= 1.Ae=
t 2 3 4 6 9
�4 15 Ip'
l
12 11 10 9 s8 6 ]
310= 4a4= m= m II aw= m=
PWe Olfaela l%YL 1661-RFLmI
LOADING(pwU SPACING- 28 L51. DEPL F Gdo) "N" W PLATES GRIP
TCU- 40.0 Page Goes DOL IM TL 0.89 Vxh-I-) -0.1310.11 >998 3W MTN 2441190
TCDL 10.0 Wmbx DOL 1.00 BC 0.91 Val(rL) LISI1 11 >]SO 240
KILL 0.0 Rep Seems lncr YES WS 0.37 Has,em) 0.02 ] may No
BCDL 5.0 Code FSC201 l20W (Mwx) VJagM:SSE FT>11%F,11%E
LUMBER- SPACING-
TOP CHORD 2x4SPNo.2(Mtl TOPCHORD SWdumlwaotlsbe oodire*applWw6 oc WNne, except
BOTCHORD 24SPNo.2hlah andvMnel..
WEBS 24 SP No.311Iat) BOTCHORD Rigid ceding dlredN applied or 1000 m bmcng.
REACTIONS. (INSIN) 13>83fN➢JO,7 8 1.10
FORCES. (lb)-Mac Cwmp.Max.Tern.-Allrwoes 250(lb)wkmsexmpt Wien ahwn.
TOP CHORD 1314--E2&0.1-14=E2&O,7-15=S2tN.IL1 5-6214,1-2-U)M,2.3 IMIAD,3d=1499ro,"-1491
56--ti'%Po
BOTCHORD 11-12=011143.10.119/1498,9-10911499,S-3 l I M
WEBS 1-129/163.2-12=7434,2-119 25,111-33]4.6- T 53.6-6=7484,59=01622.4.8=2604
NOTES- (5)
1)Unbatenmd Ibw Ihre Ioeds MVa bean mnegxed forthis design.
2)PmAdemeMank imme n(byo em)ofeuaetatlasingplatealfdm(a)].
3)'SMMgitl pXUbreaks mounting hee4"Member and PxXy mNtl was used In the analysis and design MNM Wu.
4)R.mxrd 2r16 sbmgb864,M atlge,ipaxxx x110-0-0 Seargbecbto
be adeNetl to wAk Mtheir puler and,a m
loo eed by other means.
5)Mb I.menufedured product is designed as an individual or Win WipmaM. The subsoili,anal use 0thu mmWemfor any prtirular
Wilding tithe mamnsibilily of the bulking designer Per ANSI TPI 1 as refe snood W to building We,
Qw�awxuwrrY ewlyrpxamawawwaaao Norse ox rws exPxrcluoaPrm%esrtr�xcsvea[w-rnsia..aawmwe6w9a bear
paaW,valmm
er•I.m�e oanyauemmrwunweliammma enrc.a-r—ms.ceiga mnabwppsiexeo�luoploanempeemempe�nemnew.nn.nIl,aaM lelwnmeiweual eulgYq mmpe�m w
plopmYnwlpomlermeaogll.rl
we'.ewae•.eaoree�m�i.no pre„en>,unrenmei.till.lm,a,r•eu.,,e,eruelamareaaem. mats llempwaryaW P•^^•^^d mama MRek'
u iya nopevem l'vlWpu rN p'resltle pnuntl lniurvana pmpA<. orgnyalgeesve ..it gtM
aM1rew ..-ax.
maM%tlxii-x ZIa ii,AsiexeSuasDi A.N .h pwkry6111xY,peaMane eC4BUMIM CanPluam matt grye Fy Nq
'or—
aimukn aw mrvu a e, V/.2Drl ixlp.FL assts
'do Trvu nm Tyye ON PN Tw7a21
8180@ F10 Mn 1
D1d IO:TdlIa9.(i5v00Y9]nT1NMNY3ni8ieReL]IEWNtl(v_aTMNIXFVpRuNL11llbRi:YAdn8&YNmFFeBeum ..AsID
Hk "ha Pwg.v
O11
x2A81W1
Iv1= _
,ess a1 = xN= t.Sis 11 m= ads
1 2 ] I 6 8 ] 8
J18 IB p
]{ll1 l
1B 15 H 1112 11 10 0
m B= a1
I. = 4J= 11e 1a= as Im= A9=
I it1iii I
P LEE 1-eE e
LOitiIpaf) BPALING- tD-0 CSI. CEFL. In (Md) vw LM P�ATE9 GRIP
TCLL 40.0 PMe Gdp DOL 1.00 TC 0.66 VaNLL) -0.1912-1] X999 380 MTID 2HI190
TCDL 10.0 Lumber DOL 1.00 In, 0.89 Ved(TLI 429 12-13 a M 240
]1 0.0 Rep Sbesslnn YES MG 0.54 Hon(TLI 0.05 9 Ne did
BCOL 5.0 Code'Si200] IMddbl) mi 84O FT-11%F.11%E
LUMBER- BRACING-
TOP CHORD 2x4SPNo.2g1aM TOPOHORO 50udulalwwE 011ecNinq Eheary applieE ar6-0-0Oc potline, umq
BOT CHORD 2x4 SP Ni(U) end ver ireLL.
WEBS 2x4 SP No.3(M) BOT CHORD RgiE ailing dretlN applied or 14F0 od began,
REACTIONS. (IGeize) 1]=1 9674l 1-10
FORCES. (Ib7-sAn.Cwnp.RYu.Ten.-Alllwdea 250(Olwbes exaptwfien Howl.
TOP CHORD 1]-18�-e)1I0,1-10�]fIN,&19=8]Op,&19-888.ro,1-2=8010,23 21050,34=28]SM.45=28>SN,
5 -2]500,&)=21220,]As-8]iq
BOT CHORD 1516=W164B,14-1 5 4,559.1}1411NM]5.12- 028]5,11-12 Wn,10.11 bH&3
WEBS &10--00129,1.16iIM,7-1=10810,2-16-106710.7-11 b/888,2-15 (M635,&11=836q.315-63L0,
&12b/358,}14=Y'635,512=4MIt O1,4-14s-Ni
NOTES- (5)
1)Undeklwed Mor Ive Mede Mve been contained fw this design.
2)Pmvicle Me0baniW mnnxYan(by d r en)of Muss to been,plMe 0f0ings)9.
3)'Sunvi90 pitNbleeks Including,Heals'Member end bxiry medal wee used in Ne anarysb and design NNn hon.
47 RewmmenE 2s6 seongbecba,m e]ge,speed N 10.09 oc and Ms1enM 1G eaM W saviN}10](0.131'X 3�nele. StmngbeW td
be lHaGled td walk MNe rmAerends or restrained by Mer means.
5)ThKmanufacturedproudisdeeg,nWosan IndlvOualWWingr psne . ThesuUbiliryanduw WNis Cwn MIdranypwiWMr
buMing Is the respdnsii o1 Me Wilding designer pw ANSI TPI 1 as atennrnd by Ne bellin,We.
Qwlawxo.VmuyewyiYmm�navnaaF4o NOTES dx msnud lM[LxOEOYnuxEreaaxca FloarTmradi,ii msenaeEasc �•
iliehse�
pvNnv,l.- anry.uM NWvk®mnNmors.lais Nein la NseO Dory owes pnmelers 5npm,eM lv NvnWYNY NWInO mrwvs4 ng,
��.e_.eA e. eav�e�m�al.�Ixmis enure mN. � Nmnea.�e�m Im.nm e..in.,mul.d..�.I MRBk'
gl.e�vlee.:�o c,.,eM e.w�.s el.aeaulnhe amlo,mom m.me.�.e.F. .Illwm'r.,ew�Nnem am.v
eoulry,n Iu pewm Wuoaev+ln putide vee.e^ij,rime Wa4eM deney mths.th.haYNiW
Piss Nn m,ullveersereis a11.1 ,hesessessdena,er /Mbnnl does'GNN,Gamow XS WeaIM CempNeM the 0maew
tNnylmsrmnlen ..'s m ae a ¢ nVA]3e11
9m .sedi 0addeft . Txrya,R aY10
- JM Tws Iux Typ Ory PIy
TBBt}}35
eIBWs Frzo 2
BWv.Fsidus , .Ir4rmNN,FI ItNB I]BIp.Ip1BAIB MRYIMutlht Yc fn YnN l.lTN2X6Vp1
IG:T4tN9eG5WOY03nTrfHrttPv3i-RWBL]dAl(v M.MNVPtINnTRTXnbhRllp01@33.y1
0.14
IS.H 3.P z 'S� 11 ] qm II 4sa—
gysl:BS
8 1Y
1.Sq 1 fid=
ava= ]q=
e ) e
d= ea—
LOAOING Ip+O SPACING- 240 CSI. NFL n 0ga1 IdM "d PLATES GRIP
TCU- 40.0 Plate Gdp DOL 1.00 TC 0.11 VeR(LL) -0.01 ) X839 300 a1T20 2M119I1
TCDL 10.a Lumber DOL 1.00 BO o.10 VaR. -0.at ] .939 240
BCLL 0.0 Rso Shead Inv YES M 0.12 Hoge) GM 5 We We
BCDL 5.0 CWe FBC2014?PI200] Weals) VM914:27Ib FT=11%F,11%E
LUMBER- BRACING.
TOP CHORD 2x4GPNo.2(= TOPCHORO Sntlurelwo]shl ingdimdc appliMor4& Rdl S. axtapt
BOTCHORD 2s45P No.2NNg and Mai
VrEBS 2s4 SP No.3(flM) BOTCHORD RVW ceiling Cireoty applied Or 1000 ce brecing.
REACTIONS. (Ibisize) 8=2231}}D,5 223
FORCES. gM-Mix.Comailax.Ten.-Allfcihaa 250(lb)vbss artepl wfien sbost.
NOTES- (4)
1)UneaMnred floor the Ideas here been considered for this design.
2)-Sem4M12ia pilUalea"inducing peels'Member end(Oily,model was used in Me strayed and design MNbimea.
3)Remmmer 2x69rongbacb,onedge,spaceda110O0 Ocen0leslened l0 eatlltwee wIN}10](0.131'X3')rete. Btrongbackslp
W aMGled towalls attheirOWttends or restrained by Other means.
4)T "..n4Wuredpmdudud gnedesanindividuelbuiUingc mponeM. The auMbilly and use ofthis amorentfor any paniwlef
guiding is Me responsibility Of Ne building designer per ANSI TPI 1 as referents]byte building o0de.
Qwsanaa-inevaugnpm—w PdAorroras.a.M eowc.M,ettzaaFeasxcavaOsMe.......sus, a
IlnwYnwK10�lorBHu vp ue®ee::vM�m u°re`.rvm: `z.e Tyo...paic::ma rs�:'ewla�:w.�•nemm.:nr�
bold' cera aqunaem...... lo�wmw.N.a=���umeaiirysswee�°iamoniwnee:m sal �. MiTek'
N.lurya rya wNp.v°n Bo:aa.B.rst^Ni.Iw.M BaB.mdeaaw.:r,— ,s-,h.ye's Bin. '�°
lzlzolWimem.x..oswe.m eeelemlamee.mwnmso.larea. e
T..VFR.v10
Jc0 Tllm Tlw Type, Ory Ply
Y A
BtA sRti
BMan FYYSwme, edoonia,Fl]]RI. )dbalplYIDIBMTak InOUW W,Ye.Fk J'nN1.9:C]Ata Peel
IO T391e9:G5M0YBNZT1NMrPY3Mih0piBFmlrP9aX3V2rvi ARXCL]pLy¢P3x333G
61-0
F1-i a P= 1�1 ,sd II Am=
sae-+Aa
s
15C=
m= m=
a ) 9 5
dab= d
VIA
N.
LOADING(Pal) SPACING- 2-00 CSI. OEFL M Anel Udefl W PLATES GRW
TOLL 10,0 Plead Odp DOL 1.OD TC 0.12 VedILL) U.00 ] •999 300 Mf20 2HI190
TOOL 10.0 Lumber DOL 1.00 BG O.da venm) 4.W T . 210
BOLL 0.0 Rep Spread Ind YES WE 0.09 HonI 0W 5 We Ne
SCOL 50 Code FBC201U 12007 (LIMNI) wegd:21M FT•11%F,11%E
LUBBER. BRACING.
TOPCH0RD 2x1 SP No.2(det) TOP CHORD SOdumlwood MwMingdkeayapplie ., .Wdns, except
BOT CHORD 2x1 SP niw
No2(dat) am vels.
MBS 2N SP No.3(fiat) BOTCHORD Rigid mNng dirWly applied or 100.0 oc datlng.
REACTIONS. (IWsixe) 3�18]rU3A,5=191RAeManiwl
FORCES. (lb)-Mu.Cmp.Max.Ten.-Aliftmoss 250(E)orlessexotpewhen Shawn.
NOTES. (6)
1)UnMianmdGoerfivepadahavebeenconsltl fw Miedesign.
21 Ref wglMw(s)tarWut tmsswnneotnns.
3)"Berri-yitl pfdbdeaks ndudNg heels'Membermd fluty mWel was used In Me ana"m and desgn otMbtluse.
q Rewmmend3 mongMas.onedge,spwdW100E acendfaMwMMea tmss"h}lW(0.131'X3')Mie. SVongbecksto
be at eMed to walls as Meir outer ends or realnned by other neares.
5)CAUTION,Do not a..tmn taboad d,
6)This mmufatlured pmdud h dmlgnw as w indivldual Wiking ornnponent. The suitabiliy aM um otMu wmporreM for any paNmlm
bustling Is Me respenaibilily of Me building designer par ANSI TPI 1 as rererenmd by Me WON code.
NNMNp Vxex JSlanpnMwa W aE.la NaiES ON iNIYIaD a5E
Mlpun vllE N� I.m�WiWem wmir�pnbsgnWua baxC enN WQn paE meNenahor�em¢wand n9�mpon�m nN
¢was W ennNhpn<.. m. «y apwm.�Nv .e.passee,,..apsp.e .rvma earls.�m.me..rel Ifirrek
e• �roa..d•-a,am�mmnelWaww..se.w9M1 smmiwe,rtie a.ers M.N memeNe ory.N w�rva.e p...a.mrerea.s
ve sp.sdwmNxp. Imm.Wrwa n p.¢a� perso..mtsv a.e P.peme.m.e•. n�s.�e� a�.saN�.nme
seeetl...vupe.—lulle—T..a."nusauw.a.errva¢aw•^¢,¢.. I'sn"llryeXxiu.p�seakaM creel auual.9 Cd.W�m aN PVYw 6Yid.
salMvuiwlsnm.wllrol.rss irv.,w.lmnx..zra N.Lee Si..l,sn.]iz.u....e".e.v.mrl BanYrL zmla
Jm Tvu Tluse Tyye Oty Ply
Bg g
Nreas F=
I"isereare-1—husin
Beams FlYSpum, JxbpmN.Fl9t}M a --a All AIa se posuOb41z.0x AnN11 za.5]Ml a Pagel
B):T3NeAG5M.DT83nTTHMPT324iI�ONNBFrt1 Npa%3VMnl1 9v]M%D V pLkzP3r333G
1 ]e9= 21.5611 31Sd 4m- Breb 18A
day= m=
9 a 5
1S6 II 1.50 II
LOADING(pall SPACING- 240 CSI. DEFL. M (Nc) Vde& Lb PLATES GRP
TCLL 40.0 PMa Grip DOL 1.00 TC 0.12 Ved(LL) -0.00 ] a99B 380 NT]0 2441190
TOOL 10.0 Lumber DOL 1.00 BC 0.00 Ved(R) -0.00 ] a989 240
BCLL 0.0 ROP She.Men TEG AS 0.09 Hemi 0.00 5 nla nee
BCDL 5.0 C050 FBC201MP12ar1 (Mal NUI9M:22N FT=11XF,1196E
LUMBER" SPACING.
TOP CHORD 2z4SPNo.2(Ilel) TOPOHORD SVudurol xrA]ebeaNinp Uiredly eppF<O or380 oc WN0le, exUpi
BOTCHORD 2z45PNo.2(%rM and shaticals.
NESS 2x4 SP No.3(ftd) BOTCHORD Rigid oailin9 UVei applle!or 10A0 oc"o n.
REACTIONS. (Iblsizel 0=185RAxllania1,5=195RAem0oiW1
FORCES. (Ii Max.Cm,RAex.Ten,"Alifoma 250(N)orkuexceplel shown.
NOTES- (5)
11 Unbalanced floor INe Ioada nave dean considered 1w Mia deapn.
2)Rebto icl M10l lorwn iu wu ands m ion0.
3)"Bun4neadMalaks Ibacks p "ga,MemdereMfixity Modeocar utasused ine analysis truseanddeapn.131' WSs.
4)Racan t2tr8a Mt"ickuoretlga,spared A10.00oc Md Mslened to el Imsa fiM Y100(0.131'X3')Hells. 5lmngbacks to
b0 elmmd io u2lh A Heirs derenda or an hdNd dy oMer means.
Sl Thilmg is Me herds isl Wildea an NEWNber ANSI
As
The Audibility,and uncle. compcn¢ni for any particular
building is Me reapmaidilM1y olilre Wilding designer px ANSI TPI 1 of referenced by Me duipinq code.
Qa�Rexa-v eNdLL'g^MreF nn�on rni eare�rs Deuce pm ixcauxo Nnaa xAaa[1rc[M n am m.raatrswae[Foba-E..
6nnDemrerereon ual�NWewn wmm�ers spw'n.a GTOedy�InamrPo emligwmppnemn
e,e me Du meaexg.erma,Km sea a.ag^p.r.mee rse�u"e,°�e—rexon MV WNng eealgn.encnd t^esu eC xt pre neuc n m mss eD aMIorWNme pnmimmlDntlrp
ye,epu,m lm�xieepnv xriw ie we.em mr.QuWen u«rvwup.r.aealiervrr.m prePatva.m.g.. mge^ .Ningm.
renrarwn. uaeunrve erecip^ mdaunq weee.w ay.r.m.e.. gHMnpll Crr..Nyumr,.. e.m beet arllalne ranroee^t egaPm a+Is
smW mmrmewr;a..m"ee o-pm*mxe Pure irr.rem.'��rv.w ae.r.srrxealz Na.,wr,a,v4mu. r.mp.,n aaatg
.k0 Tnms nm Ty}v Gry Ply
1BBt}}39
a18dG IW1 X¢ae� 1
aWWaFllelBwlm. YFmIML FIa'QM 1 laW alp1a A16 M7M InEUWa4 Y[ Fn Jn 9YAIB Pp1
IO Td3<a9.CAO0yBtnTlNthPy3't-WSclt191i1911(ejdE6x3BypaLHRGh2ONaMgh3V3F
I Gold
' acts aslN
se.M-c12.a
a
sea 5-2
2 le
2E= a G
aA=
-I.EdWl
LOADING(fah SPACING- 2-00 CSI. OEFL In (pc) 9dee Lrd PLATES GRIP
TCI- 20.0 Pate Grip DOL 1.25 TC 0.58 VCdILL) -0.02 4-7 +888 240 MT20 2441190
TCDL 7.0 Lumber DOL 1.25 SC 0.21 VWM) OA2 4-7 M88 ted
111 0.0 ' Rep SmdW mar NO N9 0.00 H-i O.0d 2 Ne be
BCDL 50 Cade FB(2014TP12007 (Miami Vusi 14 to FT=20M
LUMBER- BRACING
TOP CHORD 2,4 SP Ni TOP CHORD Stlucturalwaod Melling dreary apphed ini ac umns.
BOT CHORD 24 SP No.2 BOT CHORD Rigid wing dlrawy,aPPled a 1D ac Mating.
REACTIONS. (IMsize) 3=31R4eMnnal,4 fivbxdmkoal,2v44p
Mae H.2XJLC 4)
Max UPIX13-16(LC 8).4=34(LC 19),2=1A(LC 4)
Max GMv 3-42hC 33).442(-C 30),2=244(LC 1)
FORCES. ob).Mu.Comp.IM Ten.-Ml s2WM)mMsexcoptvenaha ,
NOTES- (9)
1)VI ASCE 7-10 Vuft=lMmph(3eecond gut)Vaed-101mph;TCDLH.2pef,BCDL=3 0pt:h=1811;Cu If,Exp C:She,GCpiW.16.
1AVi(envelops)gable end done;urnikver lee exposed;parent left and right upaed;Lumber DOL-1.Bd And 9M,DOL-1.80
2)The Wss has been deeigned for a 100 ped bottom Mold five Md nalmnGment wYh any other live hsda.
3)-This truss has been designed for a live bed M 2d.dpt W the Woman Mod n M areae IMem a merengue 380tall by 2-0 Wide IMI
fn beM'een Vie Whom MON and any other members.
4)RMer to graters)for was to was wmndollona.
5)Provide insolvent wnneabn(by others)of Was to beenng plate capable of wMatanding 19 Is uplift at pini 3,34 b uplift njaim 4
end 177 Is oplm At Idea 3.
6)-Semkgid p'robbreeks Indudin9 heath-Member end fixity medal was used In the anayes and design of the Wss.
T)Hargege)or other wnnedpn derice(e)Mail be protide]suldaent to sup ort concentrated loed(a)6s Ib dw.T and 94 he up al 1-512,
and64lbdWTaM94Eunal 1-5-12ontop Mon,and T4lbdannand Mibupt 1d12,arMT4Edaumend Mileupal l-Stun
WVom Mord. The deepnlael W ofwed wnnedbn devke(s)is Me respwilibllhy of others.
8)In Me LOAD CASE(S)section,beds applied to the from d Me wse arc noted as Runt(F)or haek(B).
9)This manufactures plMud is designed as an individual W thing combatants. The suheblliy and use Mee component foamy PsdiwMr
Wili ng is the eslenslbilVy of the Wilding designer Per ANSI TPI 1 u efeeam d by Me W iWng Wde.
LOAD CASE(S) Standard
1)Dead*Ref Live(bates^ d):Wmber Inoease-1 25,Plate Inaease=135
UnBolm Loads(PV)
Ven:1-3=54.45=-10
cpnmmlMed Laada gb)
VM:Stiult 23,B-23)7.4NF::i B=23)
day ..xyi 1. X granting cert -WEN K EtiREM eaI .moons eFORE 15E. .
p uueMy ppW M Leven pan en er on Fa lnWxi 1xv,w via,i nem erssry
sax,.,vixx For nedayanLto prerw—re.WM—xxl rsr Wn�,,xxpAv*,,d ens. areene 91vxx�rer1dxa
Wx ion norpe,oellwry,ereoW waWaung WnnaSla NOLneaa emYw �NA poWy GNe ,ae enL BeelMMlnp CenpnxM PJY PaMFYfiM
a.MveXon,re n e em a T.w.FL teem
.Mlb Tee rvu Type 01y py
a1M5 W]d ppmYNp Gley aMt}}3a
BiMnFIYb>aq .MeaflNe,Flaa2N ' t]&peprl9AleMTHlnMefw,Ne FIIJunN NTYAte Peet
IO:T33N9vG5gDyflV.TRI Y3' USIXl9OilgpU W MPWC Gh51KeN1f33F
3Ai5 Jy] 567
9olea,]fla
5
,es ,2 1
Lj
.m
e
3
2 F
e e n ho e
hoes �-
� II
P141e Offsets O(1T I2'b2J 031
LOADING(W SPACi 2-00 CS1. DEFL. In "a" 9deR UO MATES GRIP
TCLL 20.0 Plate Gnp DOL 135 TC 0.62 Vxt(LL) -0.02 ad >889 240 MTX 244/190
TCOL a.0 Lumber DOL 135 SC 0.35 Vari -0.03 h8 >BB9 180
BCLL 0,0 ' Rep Sime ba NO WB 0.0] HDre(TL) -0.01 5 We ole
BCDL 5.0 Code FBC2014 12007 (Mand-M) NUgnt:38M FT=2(Y%
LUMBER- BRACINr
TOP CHORD 2x4 SP Ne.2 TOPCHORD Sbuaulal wood aMelhbg dMi applied or 840 oc p.A,s.
BOT CHORD 2e4 SP N0.2 SOTCHORD Rui oifng threnody applied or540 m bracing,
villi 2x4 So N0.3
SLIDER LM M SP N0.21-]J
REACTIONS. Ob/sii<) 5=9STIeclleniul,2- H 7-12,6=7OOAxTanlnl
Max Hera 2=124(LC 4)
Mev UPMS�A(LC 4),2�2a4(LC 4).6-4](LC 9)
Mea Gory S=102(LC 19),24477g.0 357,6=113(LC 351
FORCES. (Ib)�Mm.Canp.hdq.Ten.-Altace 250(Ibl orbu except when Mown.
TOP CHORD 23=5191459.34=-2891191
WEBS 47=2691135
NOTES- (9)
1)W d:ASCE a-10;W h 11 ph(3ae0atd 9uM)Va.=101Mpb;TCDL4.Ypel;BCDL-3.Opd,,h•IM;Cel.II;ExP C;End,GCM-0.18;
MWFRS(envebpe)gabb end sane;Lumbi DOL=1,W,W.98D DOL=160
2)nbtwssnm lin designed 1aa 100 Psib Mtl And bed MncmwneMwAM1anyanxltw bads.
3)'nbVussnesbeendesignedforalivelwdd20.MMf OntM1 b mAOMinallxmswherean mgb360tagby2-0OW&WP
M MNJexI the Wt an chi and any dllx Txnben.
4)Ref.to glyder(s)to M.tO W55 connectionis
5)ProdemeGaniwlwnnMion(bye m)dtm..WWaringpM capabledw Mndhg74MuDlM.jaM5,274buplift.ped2
and 47 Ib uNM W joint 6
6)'SemNgb phtllNeaks intluding hi Member end fixity model was used in Me analysis and Cesgn ofMu Wu.
]I HmWgs)or other mnneaion Mini Mail be proi auBbieM to support alncedmetl bed(s)226 M Coen and 208 lb up M
1412.US AD dawn and 2081E up. 1512,and 28 lb tlwm and 49 In up at 4311,and 22 to dean and 331E up at 4311 m top
chi and 391b up at 1512,39Ila up. 1512,and 13 In post and!W N up at 0.311,and T Ib chosen and 811,up at 4311 m
b%lan tlwN. TMdesign/sel im MsuMCmne0b diti*SIis Mem sibildyWWhm.
8)In the LOAD CASE(S)..im,bads applied tolMfau dNe buss ve noletl es hoot(F)ar beck(B).
9)ribmMuNcxred pmdua isdesgned as an Mdiedual Wilding mmPmant TheSuMbilhyencusedWNec Wm WranypWt ler
Wilding lathe responsibility tithe building designer Per ANSI TPI 1 es haparenwc by Me baMing aMe.
LOAD CASE(S) Stand.
1)Dead a Rauf Live(Mian W):Lumbar Incase-1.25,PI.e Inmase=125
Unhand LWs(Ph)
Vert 1-5•-54.89--10
Cwtcentorted
Load.(Ib)
Vert:3=108(F54,B-U,17--13(F--13,8-0)
Qwaoeln-yesyeappoes n.les..J eaAex0ies ox ixu.,xo lxcLUOFo wiaxe.FrtFara PAoarcans rets raweotSmFaa[-A
Dexpxn Md W�tl rei MWe as vmeGwe.Ra d,w,,a—aNv o en yemm�<n Meme a le�Moue^Wets w,nem.nm
antler. .Ne Mp cape and wxysc ep u e Igo aramnmMires, rte je a ego imn ted-ral
eeevg nep.a'wsne Melee n b an—..i ellre.dimnuu v -d.1.14 memem .-.1 ani pe-area se, M7'e
i..M.y,l.xuvwwtumlln.mto pio-,.Mwy...mye„Iw.y,nrnn lniurv,ne ympem e.nnp.. e,e*erega ominessi
rme'eenmmmlem.m.' r'�'�r10*«o'wed.�i°r.ran.zenei«'s`Ire:is�:pi a...r"e 'vn`" os cmw,Mari and ma Wilma deme . eP...1T-
Jap Trvea waTyla GIV Py
0
.1. sumo npald.
a�4'wra Fee aYl tl. Yawv.M,FIaII.e ]ebalg1a A10WM1iindar b,bs.MJnNtla].l MIB Papewel
6T331exNGsv00YB3rvT111MAY3a-N�VNAWIFHZe_MBNA2J�281P]RZ�a333E
scale,-119,7
5 dd
0 11 ]y
9M t5
a
sed=
3
2 h
1
0 0 D ] 0
2W II ars
has II
%]
PerniCiffeba1
LOADING IF SPACING. 200 CBI. GEFL. b Gov) Yllell UE PLATES GRIP
TOLL IDA Plate Grip D0L135 TC 0.61 vishi 0.03 73 >999 240 111 2441190
TCDL ]0 WmbM DOL 1.25 BC 0,3] Vi -0.03 73 >M t60
BOLL 0.0 ' Rep Stress In. NO Y\B Dw Hai 4.01 5 ma Me
BCDL 50 Code FBC2014?PDOa] (Mali VWlyht 381b FT-20°s
LUMBER. BRACING-
TOPCHORD 2x4 SP No.2 TOPCHORD SVutlmal Yrool sheMRing dardi slashed M6-0O as purine.
BUT CHORD 2,4 SP Nal BOT CHORD FI9M wiling dlredN applied or 60O oc branirg.
WEBS 20 SP Na.3
SLIDER Left 2,6 SP No.21-74
REACTIONS. (Idsiae) 5=91rtdecheroal,fi4BMe41enkY,2a Idi
Max HM 2=124(LC 4)
Max UpliftssoMp-C 4),6-83(LC 5),2=314(LC 4)
Max Gm 5-101(ILC 19),assail 351.2ssQQ LC 35)
FORCES. (Ib)-Max.Carp.Alax.Ten.-All brma250(Ib)WNsa exrepl xTm apwm.
TOPCHORD 2-3s-011451
NOTES- (9)
1)Wnd:ASCE T-10;WIR13 W(3Se guar)Veed-101mph;TCDD2pM;BCDL-3.opafl 1=18ft',CaL II;Exp O EW.,GCp1=613;
MMRS broadside)all end bane;ordileon bR exposed,paras IVR and MIR express;Lumber DOL=1.60 plate add D0L-1.BD
2)TMs WeehasbeendnOM fwalOOpdbWm WoMiNebednanwnwn suchanydeer Ilvebade.
3)'This mass has been deagaM fw a live deal 020.0paf M the bottom Mad in all teas where a letlngleJ tell by 20O WoeW
M Woman Me bottom AON and any other members.
4)Refer to giMer(s)for truss to boost conneNons
5)Provide mechanical mnnegiM(by alters)of wee to deeding pile rapada of WMalanding 78 Is upM1 at Joint 5,636 UPIUM Npint 6
and 314 Is upid Mlolnt 2.
5)'Semagb pftMb UIntlWing heeb'Member end fixity model sues used in Mae embassy,and tlesgn M MB Was.
T)Halogens)or Mor sun essu n devisor)ans,be provided son bn to suppam aulemtreNd bssaid US Ite dawn and X45 Ib up a1
1512,226 thdawn YW 208 b up M 1512,and 191b erem and 27Ib up M 43.11 and 19laowed ea0 P looped 4111 on by
Mod,and 46 Is up at 1-512,491b up M 1 51 2,and 38 M doom and 25 to up at 4- -11,and 361b down and 25 Is up M 4111 M
bottom Mon. The desgnlaelMlon of such rannecdw oevoods)b the responsibility of aMers.
8)In Me LOAD CASE(S)sedi0q hotle applidbthefees dee Weaare Wed as front(F)ord (01.
9)ThNmanufxurc pmdud Isdesignedasanindividual WildhgmmpneM The suitabilityaM use MMismmpMealforany grpWW
building is the malnnsibillry ache buWmg designer Per AN91 TPI 1 as Merenttd by the bidding w]e,
LOAD CASES) Standard
1)Dead+Rad Live(Wlansed):Lumbar Inoease=1.25.Plate Inaaa 1.25
Untorm Loads FM
Vett'.1-5-5s,60-10
CancenirMed Lama(b)
Ven'.3-1 O8(F=54 3=51)1]=121Fi,B=6)
Owe 9a.Vmry basi pass—.aseppi ors res,Alm rxceuoeoamEe RFFFaFvcF As..wvm m.rrdi saFoa'e usE
ans, b on red Mdeeamnneoors.rnseexipnlxeameoNnyupmpanmoessrov,aM lstwm navoo-orsmmpamnlnq
,anrya.a �vMdaesgnP.am....dpmpe�immo anaaNelmetMewno ITS '
Msgnf aaaunup Nurd.�o Peeemeua.n alinel.euYltrvu reC an6br prtpeMeamanen F. grzryandp.rlwl.elYetl�N
toN.trous rc qa u Imleese npexude penonvlryuryana supe era pmeannnpaNme Me
.o-.nresteoreae OeMry.areOlm vena nunp or4ussex ane wuryaMme,ue W lain,same.DSOaa aN Bi lNuffirs Lagssamo. eve she
corm ovamnbn awlapeboolas Pwe Inunwe.111v urs burs..bei ANs dna.VP]]]I<.
.kb Trvee Trvsa Type Ory PN
B ¢t
.1. ] fMgaeIXPGMer
Bullae FYYYUIu. MFrmNM,FIaIIY aW"emN"Namr NSNa.lesaid eXOt Ale Ppet
DT33leNG5vC0Y83nTTHMAY3RAeMyjA6E2POG8rtke0P%%dJO�hb%A1JB t0Es4'll
5 Std
r ?915 SI-0
same,M4rx1
zed u
u
4i c
a
2
19 5
4m II
plate
ala
oRaeis xY
LOADING(pale SPACING 2-09 CSL DEFL. th (bc) gde6 aE PLATES GRP
TCLL 20.0 Plate Grip DOL 125 TC 0.58 Ven(Ly 0.09 S10 .999 240 MT20 2"1190
TCDL 7.0 Lumber DOL 1.25 BC 0.82 Ven(TL) 0.09 S10 M99 180
BCLL 90 ' Rep Shen ince NO N9 0.00 Hoa(TL) 0.01 4 ae We
BCDL BO Code FBC2D14?PIM7 (MBIM-M) Ablate 23 lb FT=20%
LUMBER- BRACING-
TOPCHORD 2x4 SP Not TOP CHORD 6Wdwal wmd alroalllln9 dhetlly applied or Si pukne.
BOT CHORD 2x4 SP Nat BOT CHORD Rtid ailing deal applied or 1009 cc brachy.
SLIDER LM 2x5 SP No.2 I8
REACTIONS. (paster) 4-T9IMMmn 1,2=88510.7-12,5.1"A ankl
MaxHoa 2.102(LC 22)
Max UpM4�7(LC 8),2-291114)
Max Grew 4-M(LC 1),2=385(LC 16`+59(LO 3)
FORCER. (Ib)-MBx.ComPMn,Ten.-Mfuas2W(D)wlme pwnen Mh .
TOPCHORD 20 Sr285
NOTES- (9)
1),thad:ASCE7-10',VURxIM.Ph(3-secondpn11irated 1mph,TCDLW.2pA:BCDL=1GpeFh=1M;CM.11:Exp C',End.,G(Cplei
MWPRS(envelope)gable and zone;Lumber DOL=1.80 plate grip DOL-1.60
2)Tht Wu hes Wen designed he a 10.0 ped aMan tlgp live load narlarlc t xAlh My fiber Ihre Mads.
3)'This truss hes been designed for a Ili bad d 20.0psf on the bottom tlwN In all areas areas a rectangle 389 tall by 2d wase wall
M betwan the bodam droll and an,othermembers.
4)Refer to 91Man.)1.Was 10 Was connection.
5)Provele meNnlal come n(by drivers)d Masa to been,Plate tapable dulliamiand 671E upM 9 joie 4 and 285 le upM at pie
2.
6)'Ssmkrgid ,rich preeks including M1eeb"Member end fusty model was used in Me male and death d Mia Wss.
7)Hanger(s)or other connection dandles)shall be provided suMloved b Mpan concentrated beds)17lb doll end 171E u M 2-10-11,
and 171E dove and 17 lb up At 2-10.11 n top Mord,and 14 b tivhn and 71b triple 2-10-11,and 14lb h n all 7 M up M 2-1011 M
Wtlom MON. The dnlBNselection d such connection daia(s)Is the rampre ability of others.
8)In the LOAD CASES)sectio,beds applied to Me face d the Mase as MW As honl(F)or back(B).
9)This mndaduad paced la dntnW u M indivOual Wilding amponent The sumbilay and use of this ccmarrlM for any particular
buabing is the responsibility ethe Wilding designer Par ANSI TPI 1 as referenced by Me building cn]e.
WAD CASEIS) Standard
1)Dead a Rod Led(belaraded):Lumber Inaeassei Plate Inaeese-125
Ungam Laura(pal)
VM1<TSs.S6=-10
QWSRMhVwmyem pi perxmreav—.... tea ale msaw rUs" sTFxa6ERENCE 15dE W]!!]m.+oetlefsaaw]¢usr
Cewpnwfe W um anryuM NneF¢WnneXom.ions N+lgn b Wmd Dory ceps przmebrs neemm,ell nMniMiw,eu90uMFp mmlven M
eybtern,latae uee,tne Wignp%pnermuX Way NeaRY Fyoreeepnpum.eM pmpe�bwryaeletneryard MeaearY
isit °.w 1.:eexem�ll:d10 ora Vaceein�o�:.xxx�.1.11cTivroWIaee..as1 -lieareveneexxxx memw MiTBk�
M1Mutbn,nempe,rvw W,.Ynme dzn9 alweem Mau yXemFw ymlMpllerY,daBMene ad®BWMduMu.n eWIPr4 FN.
nxw NNdullee a a.brnde.zwxr..maX.s.ee aa.u®m e"v'"a lzz]rx. i..Pan aped
JaD Tuse Twu TYpe Ob PN ieB)23w
aleWS Xp Ppantl Xlp GNw 1
aWNuafaat8anu, JxluuMe.Fll}3Y t )INavIP�19At8NrtMlneusNes.lnc.Ftl Jun3111'AMAte Peet
1FT331aBUC5sUGT8#aT1NM]PY3tnaMhPeE2PGG9efhe9P%%d'/895Y�BSIMJBo30z113D
]A1a
.?8 16]
?&15 ]
Sure 1117
5
2 11
3W 15
3 %
3
A
)
1
a ] e
8 ye=
mal II
SII
p 11 6
401103IM SPACING- 2.0-0 CSI. UEFL In fob) I/EM IM PLATES GWP
TCLL 20.0 Pole Gdp DOL 1.25 TC 0.55 VemLL) -0.O2 113 �9% 240 M]20 2HI1 W
TCDL T.0 Lumbi DOL 1.25 BC 038 VeI -0.O2 ]-B A9 180
BCLL OA • Rep Stores lna NO Vr9 0.07 HoafTy 4.01 5 Na We p-yqM:off W FT-2(1%
BCDL 50 Code FBC 0 MIDI OOT ( ail)
LUMBER- SRACING-
TOPCHORO 2x4 BP No.2 TOPCHORD Strudunl VVOOd Neathing dimctfy amileO OUIMAirline.
BOT CHORD 2x4 SP N0.2 BOT CHORD Rlgtceiling directly applied or 840 a bncttM.
NESS 2x4 SP Na.3
SLIDER Le112xe SPNO21-)J
REACTIONS. Ml ngs MCMank l ext Pt O-kVh)7�T-12,2=less.
(ID)- Max Hoa 2.126(LC 4)
Max Uplill All upA 1001b rcMas Bipinl(s)Sexceg8-2701 19),7-226(LC 4),2--290(LC4)
MSXGmv All reactions 2W M of alpM(a)5,6 mal 7=I 3),21147ihC 35)
FORCES. (Ib)-Max.Cane rtaax.Tm.-Nfarea2W(B)aleas eSrnpt wTan Muwn.
TOPCHORD 2-�448.3-4-281)115
WEBS 4-7-280/131
NOTES- (9)
1)Whi ASCE 7-10;Vub=136np8(lsscand guatl Vend-101 mph;TCDLH2,0;BCDL-3.OPM;h-1 BR On.ll;ESP CI End'.GCPI=0.18;
NPAIRS 2)This mme les ben)EeeeMedand
ba a la0 p bottom MOM live food w: parroph nncompumam wim any oMxII Supossed;Lumber - plate laud bade.gnD DOL-1.60
3)-This two hen been tlesgnho for a If.lead of20.opsfn the bMtom 0.0 In all....entre A npangk 3 hill by 2-09 onto VVIR
of haday en the position AON and any other members.
4)Refs to 9Mah.)for Wu to twss wnn.d.s.
5)Provide meeJnniwl Cntmsown(by o1hen)Of Kusa to Eeamg plate capable of eahstanding 100 b UP"atplmfs)5 Models fj1=1D)81
,T=223,2=2W.
BI'SBmargb pRMbruke kmUdbg hank-Member and fixity radial fuels used in Ne analysis and deign al Nis poss.
T)Hsger(el Or amen wnnxLn day l shall M pmeded sampled to Support contaminated IOMk)226 to dwT and 21161b up at
1512,226 M doem and 206 to up al 1-512,and 19 to player and 27 IS up at 0.}11,and 19 lb doom and 27 It,up ad 4b11 an top
tliatl,and Aft to up st 1b12,466 up at 1412,and 5t doom and 25 N up at 43-11,and 5l dawn and 25 lb up at 0.111 on
boflan¢turd. TM design/sebtlin Mwm connection tleuitgs)is Me aeSFonabRity IN othdE.
6)Inane LOAD CASE(S)section,bade applied to the tate 0 the puss an noted as from(F)m Lack(8).
9)building Is Me responsibility of the build g designer Far ANSI TPI 1 pandemed by lha bulMing puede, cangneM is anypNkvlr
LOAD CASE(3) Standard
1)Dead*Roof Llve(bebmsely Lumber IMteeu=125,Plate InueaserI
Uneonn Loads(prof
Vm:15-51,6-9--10
CanceOa.ted Loads do)
Vm.3=1a8(F=54,B-S4)1]-12(F=6,B^6)
-d—1 w]as Me X•s A--Umso vex a[ -MCE was nor m.aawrzo11seo0s use.
bepgnfewer-f-Sy Sm.l.fafmnneaors.m.e Msgn ie ba leu„upm paremamn Awn,an°rs KKan Eua11eulla lyw N
p at-1 r aonr+mn--1 mps1 sqn Nntne cwnr 7i--,
eu a,. -gdlm K'^A. p° NpmP.baam;ne.Foi9 Araslef-p0 N✓° a<ranlereena
e m d.odnatempm^a .a&A,
sum,sw-SMSn,nilbb'e term Truss Hie I nnnnuae.]N N f-U.eet.su 1111p ew.ma":'IV+�u]°ii Y910
JM Tm rvsf Tyye qy Py
0IIHl
B1NM T61 Msvtll[n 9iWUN pYL
BNWaFYtlbue, .4pamNe,R0334 1)eW a AP1630�0 MIiexlneueWe,Irc.Fe YnNIf30'm A10 GgFl
IDT.1t4e9.G5MDy03nTMMZPY3iJ3Pk93Bm_t%HUH911MpNkAFMYIyTdtlbxw9yra333C
.3d0 390
� 3O0 390
Mal
h411
w�
3M
3
2
-I.-2-S-- 2M i 5
txa II
WADING(panSPACING- 2.60 C91. OER. F (ba) Mi 1M PLATES GRIP
TCM 20.0 Plains Grip DOL 1.25 TC 0.28 Vell(LLj 0.01 10 eµ99 240 AIT20 24U1µ0
TCDL 7.0 Wmba DOL 1.25 BC 0.23 VN(TL) 0.01 10 +998 IN MT20HS 18]1143
BOLL 0.0 ' Rep Straw My YES All DAD Hor"(TL) 0.00 2 nN nN
BDOL 5.0 Calle FBC2DI4rTPI2007 (Maria-M) Vai 17 Is 17=20%
LUal BRACING.
TOPCHORD 2x4 SP ND.2 TOPCHORD Structural entail sbeaMing directly applletl or 390 x pudns, exorpt
BOT CHORD 2x4 SP No.2 and yatesibe
WEBS 2x4 SP No.3 BOTCHORD Rind coifs,diredyy,applied or ii 1 xheading.
REACTIONS. (lalit.) 5=61RAschanicv1.2=201163-0
Mex Har"2-Sl 8)
Max UpIM5-57(LC 9),2-2]i(LC M
FORCES. (Ib)-Max.Comp.Max.Ten.-Allorcial(Ib)orleaaex¢pl"Natwm.
NOTES- (10)
1)VRnd ASCE T-10;WR=13GDpb(&.a d gun)Vaatl-lDlmpa;TCDL4.2pY:BCDL-3.Opd;11=1011:CY.II:E"p C;End.,GCpla'a.18;
andfo (envelox),ableend"anednaC-Canner DOL"ane;pass gnprInlexpowtl;pwN fell ntl agM mtpowtl:C-Cbmambos
and forces nMWFRSbrrtxlin M spwm: f00MDOL=1 F rMuds a DOL=1.63
2)STruss tlndl Mdlar sap beams neonaem 00Bed any. degas as Par Ata Wna(nartnY to Ne lex),aur S1aMeN Induaby
Gllpa Endm MT2 ea epplixbls,x xnaUR aualSle0 Wilding tlmgneras per ANSIrtPI 1.
3)All pureeare MT20 pl I Dat, oNdwiae indkaletl.
4)GeNa ax a spaxd de 1+0 fo
5)TRRVussx hehas,
nr MangnCfora 10.0 pedYd When 200,E nMWe Metl.MundrtIIIent areany le. liveMads.
8)fi Thihavern Rea been Word d W n W at numbers.sf pn Ne boXan dlaN in ell aeea wfier<e regenBM}6U iall by 2-0O Wde vnll
ftbMvxn Nebollen t endanymM1etions,
T)Rather to meidiansher Max Iti W(b WOare)of
0)Provide maUlenrel cannMipn(By Mas)m W55 b bearing Wne capable otwiNalentlin81001h uplM Ypinµs)5 axpl @=1b)
=2]1.
9)TldpMYMeintlWin,M1xkMembadMfixity TdtlN warnuutlIiM1 liariand
design alNbbis.
ID) hermrul prme laeal,nea ean Mdivalbuilding t ThesuirribilryaridusalNbmmpa
nenfaatry
barnmular Wilding is Me reNionabllly of Ne buNing desiger PerANSI Tot
1 as relerenxa by Oe Wilding uMe.
AIO veeryevleewmm and READani"a ONm A aNctMs MMaaaF¢a PAGEM7m.+aevierSaFrwau5.
anrywiN Wenn ae.ane eealgn lnear�e1yupan parannenaSum,WlsMmiMi+eua5waee�rmprmeNmr
m aria aesgneim+n mrMue ap iMaemae p.wme.ena paperywagome e b
Iprcvem euWin9 elineMeualweawavnekrGON memGrs mg.I[dmp allempenY�lw�mNvnVmenury I
OiIM eNio pevem Wapaernn povuele penmalnlwnlwPoMµsurre,.0uwNgnCemMgu..sad
III PMxgxxyhi
M., am ana n ne • wF .1.
bb Trvu nue Tpe Oy Pb'
)nous
nm5 ua4f[II f
Siam FLel3awr, Jw'bonWe,Fl]R]M iLW aIp IBAta NReLlnNmb.Yc Ftl JunN 1pM'01 nlE f4g1
ID'.T331�SVODY6YxRNM1f2Py39J3NFJ3Bm WIW911M21LFAFMYNT2vhMYn]StC
bD0 lBa
Sub•tft0
hpl
AWr
2
1
9e=
2: 00000000d—
LOADING(pal) SPACING 2-00 CSI, DEFL. In (W) Mai Ib PLATES GRIP
TOLL 20.0 Plot Grip DOL 1.25 TO 039 VOMLL) 0.01 4] >q89 240 MT20 2"150
TOM 7.0 Lumber DOL 1.25 BC 0.11 Ven(rL) A01 N >9W 100
BOLL 00 ' Rep SIT<ff lner VES \NB 0.00 Hor]TR) -0,00 2 No his Wb9bT.16lb FT=2096
BCDL 50 Coo FBCA 4TPI200 (Met) K
LUMBER. SPACING.
TOPCHORD 2x4 SP No.2 TOPCHORD St mlW Me inyotetllyeppliWor3.9UmNdOs, theme
GOT CHORD 2x4 SP Not ell xenlmi
WEBS 2,4 SP No.3 BOTCHORO RigN coling 6tetlly appli<o or 1060 m Merin.
REACTIONS. (liont 4I8250seMoolool,2=25910.16
Max Hors 2=75(LC 6)
Max Upifl4-5&Lc 8).2+-160(LC GI
FORCES. (Ib)-M=.CompJM Ten.-AIIMnn32W(lb)ml0un VW Moem.
NOTES- (T)
1)Wno:ASCE 7-10:Wt=130mpt(laalmno goep VnE=101mpb;TOOLW.2pM:BODL=3.0,4 M1•18h Oat. J.Exp C;End.,GCO.0.18.
MWPRS(OrMdb )ell GCLume r(2) L=1,renthvg IMl OL-1ag:pant kIS no egM exposatl:GO ror membem and fDlme6
MVSRsshrn dslwun;LumberOpObO0plategrip O0owno
21 TM1if Set ss habun Odesigntl fora liv ps1 d d 2D CION live IoaE nalK OM in al wiN any eM a ogle
3)' dat Smee Ileabeen Wiola inn other
er200pe1 on ine bollen MON In ell erne wneRaretlangl036-0bll by 2-0-0wi0e WII
M Mr to Mo Me bottom QION and any alter membeu.
5)Rehr to rnechas)al conn to foods con Mae)
&s
5)2-180 meUsnical mnnMion(by oNen)alWuto beamg{Yale rapsbb of wYllslenolnp 100MuplHl alpim(e)4except(ldb)
.180.
6)"his mano ptMbeeb Ftluoinq t,,ned Membxmo fish m ing Was nen in Me analysis and design thus compo
]I bul manutheWlM product is o<%gnM of an sn nar Mi W SI T Wmpment The suitability and the o1Nis EOmpmenlin any peNml>
buWing is IM1e respmsiblllty of to bulling tln'gna p<r ANSI TPI 1 as rehrMW by NB bu'M1]ilq We.
Q WpaWNe.ff.. Ynmumall—a sed.oN FW]Pxt INCLUDED nose M'sITAKE"""Iii m.16Oa10is BEFORE USE.
xsnvaltlbr ux-N ^MWYID mm -i,a oesgn ledab only f,wnnvlen a0om,ell 61orn IM-E al o d,mmwnem,n.
aa1*1m.eon Bele Hinpbe.a^e,coxal.1me.nxlddlv.ymbe.abwnm.m as lifer minnm.Ie mea asarenimn lne oeff
m�fq aeaisn. -l's. loods1.m mevem nxm.s ofod,,aol l��a.eb.'do,Onm mmlWa my pmnY.l omoarv.ne xmmmem blod
freem,W.,etvxabay'ro- —dooYea+Ib weelM re,aonaLiniurv.^o omoem amore. pmodstooanu.w......
x.ee.nonan +Nvueod-anbb,aal.ls.dw ,oe...aee ]N%t aullry dooms.Deets.'mal Bxaaxq[ .M eW FW Fr IrX
Way,hodoosllon"""M1om Trvu food oodde,21aN,Lee Stnel,so ne 312.Wx.Mna.VI.Soot. T.mY.iL]a910
,Nb Tnu ws TyPx are Ply
up
91803 TrexIPOIPOEP +l
kaIWFFYPSwne. JtlnmN.Fl99M ',-'g aA19 YRrt InEutlb.YC Fn Juni+1!R'.MMN PpFt
p Tl3MAfi5vCpY83rtTTNrttPYli91NCmFpPA7,UleVF0no12i2Am8BORIMsa zYtl]
'ffiSif 44100 9SOU 3]Htg�
I�~ sg0 ~ s11-1 ~ s11-1 ( s11-1 I sag 1 sa4 1 sad z4e
Pass
=has
a
4011 a Ova zw m= m= 2. 11 se, 4m=
aa9 5 sz A 6 9s 95 a 99 31 ] Y e 9a a0 41 10 ark
�1 13
3 8��
21 42 49 as w 19 s5 1° a a 1149y =19 15 W y1 14
sno II 2w II exya= 244 II m= ax 11 3w des II
o-n-t
Pipme
Ms 20Ld 62-0 031
LOADING(Pall SPACING- 24441 CSL DEFL. In (be Llda6 Ila PLATES GRIP
TCLL 20.0 PYIe GIIp DOL 1.35 TO 0.51 visa 0.152621 +999 240 kIT30 2MtlW
TCDL ].0 Lumber COL 135 BC 0.63 Vut(Ti- -0832621 a989 180
BCLL 0.0' Rep 6heu lora NO " 0.55 Harz(TL) 0.03 18 nh n/a
BCDL 50 Code FBC2014RP120G] (MaMx#I) Might 346 lb FT-30%
LUMBER- BRACING.
TOP CHORD 2x4 SP No.2 TOP CHORD SVurluul weed aheahing erectly applied or8-0OW purlins.
BOT CHORD 2x4 SP Nat BOTCHORD Iii calling exactlyapplied w 040 oc bracklg,
WEBS 2x4 SP No.3
SLIDER Left 24 SP Na.21E-0,Right 2x8SPNa31EO
REACTIONS. (Iblaize) 2=tO55U59,1fi=239310.58,12=2fi1p30
Mar Herz 2---30(LC 5)
Max UpI ft -W7 L04),16-1614).12-311(ILC 5)
Max Grew 2=10119),18=2293(LC 1),12 202(LC 27)
FORCES (Ih)-Mu.Camp.RBex.Ten.-Alllasss 250(h)orYss except wllenMwn.
TOPCHORD 2-3=405281,31=166211054,4-33=234411314,3-33=231411314533=2314/1314,
534=234411314,34-35=234441314,6.15=234341314,6.36=122&1851,
303]=1236118541-37=122&1851,7-36=123611851,036=122811851,
&39=123611051,3440=-122811851,540=123&1851
BOT CHORD 2-21 94611)08,2143 94511]12,4211=-9451]12,31443•-94511]12,2644=15311040
1944=65311040,1944415311040.1815=153/1WD 1846=45311040,
444]•45811040.1]1]-45311040,1]48-45311040,16484581040,1649-8011352,
4&50ee0 W2.1S5 021352.15E19021352,14.51=-8021352
WEBS 420�138])12,S2x-S40003,625E6111]92,6t8�1285,8-18=308244849,
&16418(!08,9-16=134BI1133,414=5BOI822.1614=3151155
NOTES- (H)
1)2-Plybusstobe WnnWedtWg erw Rid(0431'343-)nailsasfolloves.
TopclordsconnMedasf0liked 2114-1 roxet0 ou
Bottom Words W necked as Io1b+.s:2x4-1.01680 ex.
Webs Warded as lollowa:2x4-1 are at 640 W.
2)All leads are considered equally applied b a1 plies,axWpl In01ed as heal(F)or perk(B)lam'n the LOAD CASES)setlbn.Py to py
nnedions have been provided 10 distribute only hands nMed as di or IB),unless oMeWm kid'Bud.
3)Unbelai real live leads have been mnsWered for the design.
4)send:ASCE 7-10:W M130mpb(}sebond ga.)Vas Olinph1 TODLM3psl:BCD✓3OPtl;M1=1811;Cat.11,Exp C:End,GCdixi 8;
AIVrFRS(enMbin);cvlilevd rgM exposed parch nghlexposed;Lumbo DOL=180 pWe gbp DOL-1.SO
5)Pravda adecuue drainage l0 prevent wale,Anding.
6)This Waa Iles bem designed for 10.0 Pel bottom chi We dad nmsmwnM wM bases.
any Mer has es.
7)-This Wed has been designed lora live bad of 20.epsf 0n tIN bdlcm'i in all areas entire a rectangle 36-0 WI by 2-09 wide will
M batween Ne bosom UaN and any other members.
Bj ProWe mIXhaniml mnnedii(by Mhda)0 buss Y bearing plMe mpabk d arbalending IW le uplift at Finals)exmpl U=1b)2=587,
16=11123,12=311.
9)^fiunHgN pbdlbreaks YGudilg heels"Member and la Ay madel was used in the analysis and design of Nis Buse.
AwA Pe—ftsaapnwam.nrseiw Rao aoiesox rxp AxowauoaDMUARFFFaaarca FA034Y]nJa✓Nxdgasssa0uve[.
assM10 sorry Mn M1mwnrmors.inrs ee num p+nmelers meYn-d i+faamMnYWal euarq wrP'nenr nes '
s !snare ae u44wieincg eeaprrerm al rorM lore appsuuriAny sum paamelen sora prcpryanwperauwa aaananear—iss
Ysgn,b moyllnnrcNOWlrvssWeE anNortlwk Em�gen xxxal
Foreareavii-icelegar11-em CraGrg
Ming
Ax ueeebe Tyane vAap» r epersenaliniuryma OGmpenam eap1PW FW Nv1
nage, e ,erWlan ens�r+clnp oltwae+�wasynema,m ual�ean4 asetlane eC&BUIl01n
9alerylinominlen milelXertam Lna+PWe Inxlnme.318 N.Lee Evan.Suis]V,INurEea,VARla4 anM,FL b310
JM
BIBPoS . res"Tm IO T33se9+G5PL0ly
rultusCEA 0YLTlw TOe6]
nTTNMPY3Rt"MiiCaulEen FYMPo ....9AyeFlnW P;i32 MJunbidIDreAMlFVwiBD9
7Nusd
]
NOTES- (11)
10)Hanger(e)or dM1NCMneaion devkq'q aMA be pITMM suRaenl la suppmt CGlunhalM IcaJla)133 D Sewn and 1W b up at 5 ,W Ib Eoxn and 1016 up al 11,12,60
Ib dawn and 101 Ib up et 91,12,601b dwn and 1011b up n 11-0.12.401b dam arts 9"Ibup al 13 12.481b loan and 941b up at 15-0-12,46 6 deen and 94Ib up at
1]1,12,481b dam and 9411,up al 17-1li,M lb dd.and W Ib up at 14114.461b do'an and 910 up el 21.11-4,3]Ib dawn and 98 p up al 2311-4,3]Ib down and 93
0upM 2&114,and370downand95Ibupal 27-114,and10911,downend16611,upal 3 mby AON,and11]0downand MHbupal 50-0,37Ibdownend2211,
up at 7-0.12,3]0 down and 221b up M 9912,3]0 dctml and 221b up at 11412,34Ib down and 15 0 up M 13012,U lld down and 16lb up at 15612.3411,down end
1511,up M 17012,311b down and 161b up M 17-114,3411,lose aM 18 E up at 14114,N Ib dura nd 180 up M 21114,2911,doom and W 0 up M 23114.2911,
dose,and 550 up 2&114.and 291b doral and W lb up M 27-114,and 137 In Octan and 157 Ib up at 29114M Wtlgnehoral The design/sektlkn M"uencnneaicn
devlcale)is the mapo0ubilhy of oNela.
11)Thismanda urc pmdud IsdeigB asmindWu¢IWIMHgramp»». Thesubablllty and use eftba mnpslwtl brats paNcular building is Me responsibility o1Oe
building designer per ANSI TPI 1 as r"temnced by Me buiMFg rade.
LOAD CASE(S) Standard
1)Dead*Redd We(WYnrod)'.Lumber Inns..=1.25,Plena Incram 25
Un0olm Loads(pil)
Veit'.14—Sd.4-10-54,1913-54,22-26-10
Concentrated Laads p1,)
Vert:4-55(F)10-62(F)21-9W)20-34(F)5=-g0i 5--48(F)10-23(F)14—INF)W=5MF)33=EO(F)34-48(F)35`48(F)W-.WF)37-40(F)b=-40(F)
39-3](F)40=3](F141=3](F)42-31(F)43--Mist 44-n(F)45-23(F)46-23(F)4T>-23(F)40-23(F)49=-14(F)50=-14(F)51=-14(F)
Awaawxpverlrywgnnenmennematm xotts ox1M's oro wCLuoao Mi"e x.saxca aaov hall rleu.ro¢vmiseawRE ME.
Deajd lw.u e eseb NTmer9mn.Thl,de' ie bavw 'Pevvmeenmeand i.fu a-M—la buMine aa
g •rmnlheaIm+l
—,a paamelw.nunaW grywywgdml.s..,r.he
Iv e9 Waien Bivtinq Mirzledbr lu bueuu9.11ndmbuM Wm wr" anmpwm
.----1 -l"e"I" anbare
em k•hr -ut hMrtl le 1.W-1- pvvM gem-Flury vM 1rc long For M—al9uM Irehi,IM
.1.1 e^M^^and tra,d—.. .ryaxv.hoe a.Pone, MM»fiats ane er.L..aCempbneM eyrVNFY @.e.
ads,lh 1,n Wa�ladb Ram 1.Melnunule.ale u.Lee AM,aMV JI9,..-,1-14Tants, M10
- yD Tw TrvSo Type My Pty
MII%
AH p
a1eved-ElmBaum, .Wads,.. ]AIOa Port03nt6 MReF InEUN,as YC IdNA.I1:MW3Ota F",
Ip:Ti°Ae9aG5v00Y8]nTR1M1kPY3]AOV+pfiG%alp DCBMNKiOPo]LplptDz+Mmlh338
-2.—� F t-0O SBAp 1500 T-0O
3AW ]AO ]00 ]AO ]4A ]LO 3d0
obs =1M5
,,m RT S,S ba= 46=
6 = M=
1 I 5 8 i s
6
2 a 10 w A
1
Ae
6 16 A 10 12
the II a. 6a= 3M= sue= aA em II
Lt
HI m
OfifN XY 1
LOAGINO(peO SPACING- 200 CSI. OEM, n (lodl pod" LW PLATES GRIP
TC 20.0 Plate Gdp DOL 1.25 TC 0.61 vari -0.4212-14 M88 240 Mi20 2M11W
TCDL ).0 Lumbar DOL 1.25 BIC 0.91 Vell(iq 0.9112-14 >v1W 100
BOLL 0.0' Rep SAO. Acr YES IAB0.43 H C-L) 0.18 10 Na Ala
BCUL 5.0 Code FBC2016?PI2W) Gibl M) Might:HIS lb FT=2096
LUMBER- BRACWG-
TOPCHORD 2"SP M 31`ExNAW TOP CHORD SMctuml weed sheMhing dimply applied or 2-2 do purlins.
"'" 2G SP ND.2 BOTCHORD Rigid bas,directly applied Or 4)-0m breahg.
BOT CHORD 2x45PN0.1 NESS 1R.W midµ 51
WEBS 20 SP Nos
SLIDER Led 2,6 SP ND.22 L ,Right 24 SP No.220
REACTIONS. (bhuse) 2=123d0S8,10=1230.tl156
Mm Hors 242(LC 8)
Mu Upiff 21(LC B),10 21(LC 9)
FORCES. (Ib).Mmt.CWnp.Bdax.Tan.-Mllanae250(lb)m Nsaexmptwhen Mown.
TOPCHORD2J�31)id5 2333/1316.46--338
5=21)111289,5411914,6-)-338U1814,
-0-2171112111,8-9-2=11316,410-317135
BOTCHORD 2-16-11024148,1518-1]fiflO3W,1415=-1)88121303,1314=1)93id3W.
12-13-1)83(!303,10-12-112=146
Val 0.18=19)/514.518-134033,S-UvOWd.)-14 1214,)-12-13121133.
512-19)314
NOTES- (0)
1)unbalanced roM live]ouch have been considered for MIS loupe.
2)Wnd:ASCE)-101 Vu11=1 Wmph(See nd gust)Vied=10lmph;TCDL4.2pd BCDL=30OW h-iBB;Cat.II;Exp C;Enid.,GCpib.10:
14MRS(Norwood)and C-C Extend zonoC-C for mamben and forma 8 MWFRS for mcdons Move;Wrods'DOL-1.60 We
grip DOL-1.60
3)Provide absolute drainage to prevent water mndIN.
4)This Mae has been designed fora 100 pat Wdobt AOM live bad nonemwnent wine any Whet HAS bads.
5)'This Mee has been designed for a live load of 20.Opef o0 the bWlan MON in all areas Share a rectangle 16-0 tall by 2-0 Wde Mi
fit between And Art.chi and any other Anemone.
6)Pmvide mdONnkal mnnedbn(by Others)of Mu to beemg pile capable of Ond standing 1 W Ib uplM at fouhs)exmpt(p=Ib)2421,
ldi
7)'SeTi is piMNmks Indudng hSets"Member and!Doty model Sas uHas h the analysis and design al Mia Mas.
0)Tho MWdv ued go]ud b designed es an indiW uel Wlldng mel wt. The suNbildy and use W Mia cwnponent for any particular
bulling ie Me responsibility ofthe building designer par ANSI TPI 1 as eferendad W the Wibing OOW.
�W.IRMMO.Vvxyeupnpwvmums ane READ MO eS ON PXSarm rxctuOEO aTExaEEERENCE PIOF06]e]e m.laW]ataeEFORFr6E
punved onryvA11.k¢mn^ecwn.TM5 M9 n 6 Ws e0^nryu�Wmmners sM1cwn.en bmYtli.WMOuldpep umPo^eN,^u
esntem. ore se.t^e CUIMi a9 eeue9neemul�s aly�edW�WaOIW to^ppm sen eWMs ^vpa'a¢ge x2^pemlavM1 Z
Ars reviIn. ancn0lyduvvu rats in
mllepuve^pavaeM ns¢ ee au r mem Be MfhM enE e
w venw.iree m,:�.eu �p.�¢e^al n.nam pmv.aya.m. eve^ aa�.rovame
IeW Inlemu�lnn ear..'N'..
er m nv¢ e1-1-. Is..sui.Y'e , mm �22s�1M�~• aw aw aWeNp CenpwiY twip.R mta N.
PTwo Im Tao ON PM
TOS l
6lMF1Y6omn. BtlunIMY,Fl]9M EW a0proAlama-wauper,a e,Fla Jue N 103BMA1a Ppel
0'.� DY03nTTNMiPY3TW311a5H°LMHMAC IsDyJNMIMc7OWZ716,3115
1.
OU LO
x-bP 4.7�u w sed sea 44e 7 zua
°me=lees
e= a= a=
m u
s e 7 if
z.1. a4
12
,T ,a 1] 1e 13
4x10linoi 11 = eap= a.e it /R,= a= aeA MT2a1Is II
I
auto
^r-C8 %Y 12' 1
WADING 1ps0 SPACING- 200T—C-.tlru-M)
L DER. in (roc) Ikea W PLATES GRN
TCLL 20.0 plata Gulp DOL 1.25 D.61 VeMLL) -0.32 15 >ypg 240 MT20 2441190
TCDL 7.0 Luna"DOL 135 (1 Ved(R) -0.621517 ag70 100 MT20H5 10D149
SCLL 0.0 4 Rep Shen less YES 0.39 Hors(rL) 0.16 11 we nla
BCDL 5.0 Cote FBCMI4 I2M] Might 176 lb FT•20%
LUMBER- BRACWG-
TOPCHORD WSP No.1 TOPCHORO GARARM Robot aheatin,dinoti epplie00r 2-2-0ae puma.
BOT CHORD 2GSP N0.2 BOT CHORD Rgk of dirogi applies w 4a7 w badi
MESS 2e46P No
.3 MBS 1R.M midpt 617,6-1]
SLIDER Lee 2.EP N032-00,Right 2x6 SP No.220
REACTIONS. Sishouel 2=IDMQp 3,11=123(1
Mn Hors 2-- LC 9)
Mae UpIi82"1 MLC 6).11416(L0 9)
FORCES. Ilbl-Mn.Canp.RAn.Ten.-NI tams 250 filer a len exmpt vaho sMoan.
TOP CHORD 23-362135,34-223311334,44=225711318,51 67=214M1302,
7$--21"1 M.S-g-225711318,9-1O�223311=.1O11 302138
BOT CHORD 2-17'-111120921617-15212865,1516-152312055,14-15-15232885,
1314=-15232865.11.13-11302032
WEBS 4-17-20273,617-123086.617-699M62.6-15xW154.&I Mr-8991482,
61 A f 331388,413-20273
NOTES- (9)
1)UnMLalwed roof five loads Minn been conalaaW falhis design.
2)W1nd:ASCE 7-10',Vuh=1 Mmph(}mmnd guel)VSW=f0lmph;TCDL- .2,f,BCDL=3.OW h=lak CM.II;Exp C;End.,GCPI=0.16;
RIVERS(ovebpe)and C-C Ekenor2)zorri brra mbers and forcers is MWFRS fdrread ons Robert;Lumber DOL=1b0 page
9th DOL.1 W
3)Pori adxluate drainage to prevent water ponding,
4)AL pages are MT20 plares unless and-,s.Indic i
5)This Wes has been designed ler a 10.0 psf bottom Nord lie load nonmrdu roM wM any other free beds.
e)-Tho truss M1n been designed for a INe load of 20Apsf on the W Wm board in all arca whore a rectangle 1 IN by 2-0-0wiEeWill
m between the Wham nerd and any other members,
7)Province Mechanical Wnnetlbn(by ofli of truss to Moline f4te Capable of wtNaandmg 1001b uplm M neft(s)except Qg=11h)2M16,
11416.
6)SemHgid ptlGhbreeb Including heels"Member od fixity model ages used in Me analysis and design ofMe truss.
9)Trio menNMfwW probi Is designed as an a di Rauel building ampaneM. The suitability and use of this cangneM ler any p atmiar
Missing Is the resgnsibilf,of the building designer per ANSI TPI 1 as mboW by Me Wlbing We.
QwR No.v.,be®Wao.rem.Ws.M READ Ri Do The arm l Llrobdhi REFEpEara eeaara7ns m.laerdi BEfi use. '
la ler onN„mmun.wmnneelers mu i°nbm..e any ups y.,.mnengnon.eMMluwraiuru aulwin°mmweem.nm
m.Bo ol,a sense —11 m ur aey Ne agAkaLlYry e n remansae pmpmp�l -a` Megnlnle t,le o-.
re"a=;M�ie.`.I°ae"n°ti:m;ele."em`.Poluou'"°.+l°,nMde�wlm.a.,ee.Miermen memwapm. Iblarv.nepemeneirrialm MRek'
peeNek pmrenal lniurvarq popeMan M ^ eral puree rgarelnp me
agape ee No.m oeMenunpm li se Elm R1D.D see µ9ylph puWy GiNrM,pa6MeM BCa eultllry Cempmem gpapeheF 9q,
YlerylMoeimNbn aeal4eMRam Trvu PWe InPnme.eels N.urs aveet aurae)II,AbwMee,VPIDa. Temp,iL Xe1D
be rw we type Oly Py
BI06d5 i09 hip i
BlMnfvaSvu, YFmrA1,Fla72Y p,M lq Ate Wart.d. Y,Im.fe An.t.al Ate Peel
ID T33 5u DV83nT NMxP ?3 mmHM1Yly&Nf lP%PGV&an3pLMuRDsagN 33M
zea s)-u sw )nom sea 6Bd za4 esu zea
sew=i eBe
O 1] 9 ]
MC .m-
m
Om L B a .se II
0 d
1 ) 15 12Iay}
Bx13= 1B 5x14 Mi20HS= 4
ad 18 10 4m 10 1B
4110MMHS II Bm= dm 3m M Bm= 'vm
6 i 11 0&12,0-2-131 1150 Adabl
LOADING IM SPACING- 21 GSI. DEFL. N (bc) Well Ud PLATES GRIP
TOLL 20.0 PMle Gdp DOL 1.25 TC O81 Vert -0.421&16 ,992 240 WN 201/190
TOOL ].0 Wmbr DOL 135 BC 0.83 Vert -0.831516 >503 180 MT20HS 1071143
BOLL 0.0' Rep Shea Mo YES M on Herz(IL) 028 11 me Na
BCDL 5.0 Cafe FBOWI4 12007 (MeIM.M) WagM:195It, FT•2096
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31'E.W TOP CHORD SVurlural xaOd sheathing diad s applied.
i]:2x4 SPWA BOT CHORD IRISH calling directly applied de 2-2 ce Gamag.
BOT CHORD 2N SP N .2 Exupl- WEBS I Raw N mdpl 17-20,&15
610:2x4 SP NOS.1&1]:2x4 SP 110.1
WEBS 2x4 Sp W.3-Evident
415:2x4 SP N0.2
SLIDER LM 2x6 SP Hal 2L0,RMM 2m SP No.218
REACTIORS. (/Mize) 2=123055$11=123W
Max Herz 2=5CLC i])
Max Uplift 8),11411(LC 9)
FORCES. (Ib)-Max.Comp./Nese.Ten.-Mlures 2W RM Mesa excaowhen ahpm.
TOP CHORD 241-563H.34=22841394,L5•-215811 NO,&e•. ll 830.6-]=301811830,
]d=2111311635,69=-681&2810,9-10=180L1086,I0.l I--453268
BOTCHORD 2-20-118012100,617-381126].161]-13B(h20]2,15-1 B-281101950,8-15=-3421124.
1}14--.49/338,11-13491/1609
WEBS 1]-2 911/1828,51)=Si8N155.]-1]=26]505.]-10>128Lb4,616--2322/14)1,
13.1540211489,9-15--1 BRIVNI ,413=10155]4
NOTES. (9)
1)Unbelnmd mW We bads have Man mnsMered While dwlgn.
2)W MI:ASCE 7-10'.Vu" (3-second Bust)Vasd-1 D1 mph;TCOL4.2pN;BCDL=3.0ps1:m:IW Cat,II;ENO;End.,GCpi-0.10:
LIWTRS(mvebpe)and C-C Erlew,(2)zone,GC for members and forme&~RS for magbns ehmn;Wmbx DOL-1.60 pole
grip DOL-1.00
3)PmvNe adequate dreinaget0 preverat waer bonding.
4)Alberta.are MT20 plate.unku 0lherwds,eidievie].
5)Thls wu has Men designed for c 10.0 Rif Mftom dmN sm Imd nonrmmmni wM any other live bWs.
6)'The Imps has been dam2ned for a IM We d 20Opsf en the Md=Mord in A areas uT¢rc a rcdergk 309tall by 2-0 uses Wil
ran Mlween the ballam dwM
N end my ether members
])Proves merhaniml connection(by DIMn)of mem to Meting plane mpeble&whhdending 100 Ile volt Mjoim(e)aacaµg1=E)2-111,
11-111.
8)'Sem-Mid pilWbrecMs Induding heels"Member and Met,model was used In Me analysts and design dNis Waa.
9)Th'amandxurMpmdudlsdeugnedesanindiveual MiN'ngmmpme , ThesuilebildyendumofthNCpnp foranypenk lr
buieing is the mspon&bllhy&Ne bucling Magner pet ANSI TPI 1 as Merenmd by the buieing code.
Owaawxa.v yryeupn w"muva-d.-rxarts.vv.s vb.l aosm.xaer[x[x .db Wsnars..1.11 eafoaawa.
o..ignv onNv'x^e�W llnrgasi9nm cave wnNue.yglutilNy oine.emwnmeie`Wwa M�eM�maMau.1eui�mg rvmpon:m.nm
prcPoM n✓/ne a egn imorM orcrLl
genre buWln�ellMluevaltrvurex.nNo,MrtmemCe,.<nry. Nmall.mpuary ane p.nnanem Meng M Me
uBl4ryanetogew.lw4px eprtgnyemvge.FngevLqueanungaMiptM
xnanq Nxuueeene ttv-i'e�s-ll asl.la.arvcm..q oean,ne xa Geieaycump.MM agar p.m EY 9.e,
suam""my iMb191 d::e.vu:m ein!u pwanewN..re u.r<.seam.sw,vg.MnnwM.vnmt.. .mPo,R Neta
HU Tufa rvee Type Ory PN
ve
01aW9 TN xp
BWm Fordable. MGvaxiY.Fl]IIM ].NOf Op I B.YnB YI]tltlnEU.a, a N17•]0'.IO IDIS Ppe1
IO:T334e9MSWDV6AnTTNMZPY3i-TaB8291PtpiT9LtgKmuLNAMON1flc]Np]3309
b� ]Ib4 500 ]d0
' who ~ &]-1z 1 e4+ I slpo I�F aao I I za4 1 wtz Iwo
em1.-tae
4aa= a.4= 4m=
LOY 1z e ]
AO c
yy L 0
eII 31d
66, 1d 4.1
s
2 p
1 8 18 10IaN
mai Ora= n 0n2= e4
22 21 m 1a 34- 1s 11
en II
2'a 11 eas as 35 11 . 11 am= sm 11
1, ZZIEUI'ba" ]1500
2:O5d
LORDING(pa0 SPACING- 2-0-0 CBA. DEFL F (ba) laden W PLATES GRP
TOLL ID.a Pate Gtlp DOL 135 TC 0.85 VeMLLI -0.351)-18 x399 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.89 Veri -0.751&17 1561 180
BOLL O.p ' Rep SVess lnw YEB WB 0.92 110 M) 032 12 We We
KIX 5.0 Cade FBC2014?PI3W7 (MeMx-MI We1gN:2011E FT=2fr%
LUMBER- BeACWG.
TOP CHORD 2x4 SP Win'Excess' TOPCHORD SbucNral woos sheathing drtGy aWiled or 2-2-0 aa Wrlre.
5-7:2x4 SP Ni BOTCHORD Rgid CMNg dlretly applied or dwmg.
BOTCHORD 2W SP No 2'Except'
2-21,19-211 W SP M 31,&19,915:2x4 SP No.3
WEBS 2W SP No.3
SLIDER Led 2x8 SP No.2 24u0,Right 2x8 SP No.218
REACTIONS. (Ihlerse) 7712307758,12=123WS541
Mm Hors 2-.SNLC 13)
Mex UpHftY-M1gLC BL 124041LC 9)
FORCES. (Ibl-Maz.Cwnp.aMex.Ten.-Plforcea350(o)w Mea excgn Wien NwMr.
TOPCHORD 23+453/147,3Y-330311385.4 203L1251,SB=-MVIS14,&7-237211465.
7-8=252244502,8-9=447612640&10=4224/246,1011=1800M081,11-12= WQ77
BUT CHORD b22=1 11TOR124,21-22-1 VW2124,2&21-1 I M124,17-18=1351rz514,
16-1]=1677,3008,14-15=179@74,12-14=911/1812
WEBS 4-20=292/244.1&201-941/1809,518=-e54Re3,&1]-40SnN.7-17-337M19,
&17=]431554.&184]7&1383,14-16=80W1517,16I&ul356i2413.W41-97W62
NOTE& (8)
it UnbelBnWd roof live Meds have been uneldered far Mia Mail,
2)W rd ASCE 7-t0',Vul l3Cmph(3aecond gust)Ve -101m0;TCDL4.2pf;BCDL=S.OPM;1=181b Cat.ll;Exp C:End..GOpb0.10;
WAFRS(mvekpe)and C-C Ekeaior(2)7ane0C for mwnbew and foaoae a MWFRS M rcesems farm;Lumber DOI-0.60 plate
gdp DOL=1.60
3)Provide adequate drainage to prevent water gentling.
4)TM1R Miss has been designed f«a 10.0 pal bMlwn tlrord 1hre load nomomwnent wild my bMw live beds.
5l'This truss has been designed for a Ire load of 2a.Opsf an the bottom mord in all areas adere a rMangle 3- loll by 277 wide win
M peMYdi Ma boltion mord and my other membwa.
6)Provi]e mwlr..I oanneaion by
paters)of Musa to thousand plate tapa[b a wiMslaneing 10O to up"at Phil(z)ei itt•E)2K04,
7)�2= 06.
6em'rayM pXMdeaks including liable'MemMr end holy model eves used in Me analysis and design Nona bu dI
8)This menufeWred product a designed as an indivitlual adding mmpaneN. The autlabilly and use 0l is Competent for any peNwlar
building Is Me respmsithilie of Me building designer Per ANSI TPI 1 as Mermwd by Me bulking oce,
'Ass. am RElp xTaa pe]]e A.WC...puluvuac5n4as ax.]a]a m.1.1'sa=era.
pmMn Mw b uu wytlN In.mrolo 1.man. aor,,Nees nmtlh a0esrer nlMMnuvl autiva,wmpamm,ma
emm adveAv,w bass%ewgn.rm,naarwne Appeal al e. N1InmmwrePla«.Nn w,.wa..na MITek-
.Mnapustin,iq lnpvaaeaCw pewnwYra NlraYaCwawee.narur NUN mempers spy. n. vrlll.w Nm�.nmmYiY
aeby.rpMMNweil.Mlops-waNw Mn NatiW prvnYlpuyam pruce
aMWn W.as.oeMYermbiNb.enea4uuev Maruu pn.mc we assur1e un..rMNyceMNwo0. Mr.a+.nd.
YryaeuM � t1r
aeua4lna Fainponaa fd04NYF..ate.
inipa.FL%910
hL Two Trvae TypeOry Ply
KIIn
SnoL3 p
wlbuFirstab e, Jxbmlb,P. Banelp la Ata Yaressa Ns.-Po An3e le]B:11 Ano papal
IDT331eBVB5vODYB3 TMQPy97d_kV.GTJ1emMQe0u9YNmIYMMu%IIIVG33933
ISI H t31o5 2519 Sbae 1 azo soo �zaa
zoo ]-]-1z ]11 slog -za s.rp s4o za4 za 3 3-00 '
9ww=1 m.]
w� 4m=
2x4 II sxa=
e ] a
do% M
ass L a B
0
3W II -to
46t1 13 win uA1
a 13
] ya
1 to 1.0
01. 1a Ba 12=
ze A u 21SN= t] 19
am II 24 II 4m as 30a II me II son= 3a10 II
si
2 Oar,i 8 14 0S12,0-2-131
LOAGNG(ps0 SPACING 2-0O CS1. Di 'n (had Men 1/d PLATES DRIP
TCLL 20.0 PW an,DOL 135 TC 0.75 Wri 3321320 p999 240 L1T20 244119)
TOOL ).0Lumber DOL 135 BC 0.B1 Vad(TL) -0.6322.24 .663 180
BOLL 0.0' Rep SBeM lm YE9 MO.B2 HwITL) 0.21 14 now not
BCDL 5.0 Code FBC2014rtPIN0] (MYm#Q WegM11'.20311, FT=2091
LUMBER- BRAGNo-
TOPCHORD &45P Nn1 Exmpr TOP CHORD SWtlunl wood Sheathing directly applied Or 2-2O be purins.
65:2x41 SP Not.13,10.15:2"SP M 31 BOTCHORD Riad calling dMi applied or 4-73 mbracing.
BOT CHORD 2st SP No.2 TE Idr
2-23:2x4 SP Noi 7.21,11-17:2v4 SP Nog
WEBS 2x4 SPN0.3
SLIDER LM 205 SP ND32-00.Right 2x6 SP i t-f-0
REACTIONS. (lblalze) 2-1230ili 14=12SI
M.H. 71(LC 19)
May UDIX12=-388(LC 8),14=396(LC 9)
FORCES. (loj-Mm.Comp.R4ex.Tm.-NIncM 250(1,j prbM excagvMen Mown.
TOPCHORO 2-9=iLxS/SQ3-N233N1420,43-1932111)5,58 18401119D6-]a-21141135],
7-8--2121,&9=-286111853,8-10.43]9R)1o,10�11w574710.
11n3-4224n515.12-13=16034109],1114-451/2)8
BOT CHORD 2-2441203x2150,2524=-12WI215D 22-2341 MW215Q 1320=10681208],
19.1E-18BY1891.1e-8 711747.
117 n8t ii 8-0
WEBS 41.22801388,9122498)/1)4).6-20=2881633.8-2 0 4 4125 8,8-19=58]912,
319-5581448,8-18491]/14>3,1fi-10�918I1506.12-184139412419,12-16-945!560
Ni (9)
1)UnSal ASC r7-1 live lt-13have(3wi W ril Qdd) M Mb deagn.
2)Vr1nd:ASCE]d0;Vutt-130mph(lsecm0 pun)VaM-101mph:TCDL=1.2pY:BCDL=3.Opal;b-1511;Cat ll: ynEnEnd.,OCpI-018:
imb
MWFRS(envebpe)end GC Exlemy2)zone.0-C lormembers e�ld rorca.8 MWFRS ror Matlbne Morn;Lberr pOL=1.80 pWe
pnp OOL=190
91 PMvide adeeume drainage to prevent wafer Pondn0.
41-This trove
hatirvas has beendeemedfor afor live
paad 0WNON M botimcad hnanenlwirM1any ober live begs.
5)' bet Was M1esbeen r chord designed livebedo120.0p51an be oMlom MaN in eA ercd5wMraa rerlangle 3601YI by 2-09 vwYe as
M b ilia M Me briar MON and any oder members.
8114-3%meNeniral mnnectlan(b/N11ers)of WSstO beamB Fb1e aapede N xXllsWnding 1CO to uplift n join(s)except(11=1,)2=398,
4-395.
]I"SUem-HgdptlNbrcekntludiy M1eaa" enwdYwas used inde en0and design cattle. Waa.
8) e product isdeegnM esan Individual
n idalburns,
component. Tse suitability andMeethls wmpSn
eM!atony DMiwkr
Making is the selgnsNliry dde Wilding designer per ANSITPI I as relrencM h,Mebuilding code
Q w5RMN0VemvemgewnnxwaaMRE.5DNJ3e3 oN 1164MMCLIAFO MaN 411�aENCFPaaa MXaela m.fooarzo�sessaFE 1RE
evyW MTIM mnnetlors.cab a gnkeamlarryw�WMmelers Nwn.eMYIumIM VJu9 EU Jinp wmpar nN
ie sySun.aNenum,Ine WNFpaeapnermMwMy Neeayfu45y '.vvrw naM p�tpM)nmmomeNis wi ima Ne eve n!!
Mari a�durd mNUMeMie Po em nepwiea aimaMwam..a.paw`amaa mema.ee�I F. ndmw lem o,.n. p.�ma..m c-i MR6k'
.e4-rr'ii-Non-cover Mn pna9Me pervas ni pleony salla mpe^vP bass-wei
N.
...... berate as,dream vne enure N4uswv and wraayv.m.w µpyrpX owMwlvM Mseaevna 9csl eullaNz cwase-. saw Favi NSn
YMw IMNmabn a+alaob MmTrvu Pine lnv.ANe.315 N.Lea eoeu.3utle al].NeaMN.Ve MII TmW,R]MIO
eab re lues Type qy vy
Kindel
918tH Tog xy
BWusFYY&um. .WFurAv,Fl]nY t].&p eq 19 arm Inner Indutllw,Iz mAnas 1429:12 Ate Ppe 1
DT331e9rG5vCOY83nTTNMZPV3i-VBIUTpgPFxji VPRPAIEI3]ie 2mYNK]B5ERiN3f
]Da Y1aG 361] 581s -0L � S11d SnL 20. 21t2 zoo
101 12 68 fie_
] B
Na a 4411
e me
y a t0
DM i
4 A
12 "
d
4ei 11 and`
O
2
t 244 1p is 1fi I^
5,1I1020,113 S
u 3e 29 Yl 21 444- 17 t0
me II 244 II AS-m= 2w II. II 2m II sm= A' II
Pleb Smb 205J0O9 114.
LOADING(a0 SPACING. 200 C91. DEFL n Rbc) IPoM W PLATES GRIP
TCLL 20.0 Plate GOP DOL 1.25 TC 0.81 Ven(aL -0A11&19 >99B 240 W20 2441190
TCDL 7.0 Lumar DOL 1.25 Be 0.91 =91- -0J91&19 >529 100 NT20H6 1.M43
sea 0.0 • Rep Stmm Ina YES WB OA Haz1Tq 01 14 Ne nla
BODL 5.0 Code FBC2014/TP12W7 (Metrls#) NkpM:210 Is FT=2aM
LUMBER- SPACING.
TOP CHORD 2x4 SP Writ'ExceM• TOP CHORD Strudulal wmd aheeNing dmctty applied or 2-2-0be Wins.
15.1015:2x45PW,I BOTCHORD Rlyd clang direly applbd Or 2-2-0 be bracng.
BOTCHORD 2x4 SP W.2'Excess' WEBS 1Row at midpt 11-19,a-w
2-24,13-20:2x4 SP W.I.21-26:2x4 SP WI
WEBS 2x4 SP Nes'Exapt•
12-18'.gas SP Nag
SLIDER Left 2x6 SP W.22-0 ,Fight did SP Na.015-0
REACTIONS. (Radia) 2=1233/ ,14.1233N59
Max Hom 2=7&LC 13),
Max UPMI2903(LC SI.14-383(11.0 9)
FORCES. (Ib)-McIr.CPnp.rtAea.Ten.-Plbma250(Ib)abaa aaagvfim ahoan.
TOPCHORO 2.1 9V133,3 228 lW9,45=2175/1344,5 212WlM3,&7=201911283.
]-0�1B=N125],8-9=.304L1923,9-10=-393a1T�,10.11=-b13/1M9,
11-52=46934064.1&134131a1101,1}1b-165(183
BOT CHORD 2-25=11]331922425-51]321016124211]301x2,19-20928119010,
1819- 1244917. 40$5 5.O 19 421)33 .11-1914-0391829/162]
WEBS 620-324/2H.iy),1-16-15.&18--421403,11-19-2x691130],1&18 941/1494,
1118=19024960.1916=1015K15.&19=]]x51]3,20.23=1014aP
NOTE& (9)
1)Unb nadrelIWIndehm beenans4e Ia31iadesign.
2)W9nd:ASCE]-10:Vu8=13 ph(Sm nd gust)VaW-10lmph;TCOL44.2pV:BCDL=3.Opd.h=1811 Cn.11:EIS C;End.GCp' .18',
MNMFRS(envelope)and C-CExterier(2)zongOC for members and bases It MWPRS for reactors sh0ran Lomtbr DOL=1.fi0 pleb
grip DOL=1.60
3)Prwbe adequate drainage to Printed"a and irs.
4)All plates are MT20 plates unbu d11mNa indicted.
5)Take thin has been designed far 10.0 W Milan diad lire lead nordshanred w any fiber fine bac.
6)'This truss has been designed for a Has lad 02(1 on the Wom mod in all arms artery aretlengly 3 all by 2-00 ands will
M bNween The bottom choN and any CNx mandate.
])Pmabe metllanlail con nedion(by CUers)of trass he seen,plane amiable of assislanding 10010 up1i11 At piles)exapl W-lb)2=353,
14383.
8)-SemNgO ,&breaks Including Meeh'Member and fairy mael was umd In the amayes and design dtnIs thea.
9)"re pan daclume prWud is designed as an'ndivbual Wgain9 ampcern. The sutab llhy and use of We cwnpaaM for any panbubr
Wilding by the respensibilAy of the Wilding designer per AN SI TPI 1 as referenced by the Wilding cede.
Qit,, ad only
wa caNrs The
mr,Is.. reW-n 1-ha i, I-...
m.fae]4015eEl'b, lrsE.
Wtl KKuu arywm MneKunnxbm.in4 Mepp 4navEeNyupar,paramnen Mmm.aM IV Nm YtliaLY Culgln9 wmPonenl,nig
ayoam.a®em��IWylNpaeeyrssmutl wMylhe ePoeeaElplVd Eealgn panmmen atl gnat QePoenempxi
hvWbeeline,eipuingbrmNAyvMbpewrx YpeevM lnPoeal[bepvmiW nmry and prtpny9...ae. -arsispme
hWJbn,tlape.aWen..1e]kn.ne elxYga Nrwe.nalnuaa^I^m.ee. .V9miRl"Tasya WY.aa6 s.ma11Lifmp GmpwM aeN sake Ftl lM
yarsay.mvlbn ewYYXe9an]Iuer HelelwnN.znxL..sm.su9.31 z..VvraMn..vl.mu. Tnp,FL-I-
114 Tru+ Trues Tyle Ory P!r
.1. TO Xe GNW
inion FlManwo J,rymA,,P. opowduniona u.lee PJAnM1eRe:MM15 Peet
ID:T331aAG5 W OYKWTINMRT3]F20M1MwxfAlpltto2bPEUCXanl9liNVLLWM3IT!
-z.Go spg
=is
1K19 19 2 4 zKfi v6a ydo -I
2-0G s40 Kis L615 Hu sau SSB sOU zO0
SW=165.5
I.ao t2 4v5 y®= 2M Sm= Sa= aw u9=
iae 90 315 y y 6 9a y ffi ] 3] 9 as g8 4O 41 10
4B
19leln
1 R1 4$ Uffi u le 45 18M 4] e6 1T 49 50 is 5115 as of 14
52 II 9x4 m II m= sen= m II m=5x10= xa II ylo II
G
G-0
pulse Rae1s XY 3.OSi
LOADING(pill SPACING- 250 CSI. DEM. n (bp) "ag LIS PLATES GRIP
TOLL 20.0 Pale Grip DOL 1.25 TC 0.89 usual 0.222421 >9g9240 w2() 24M190
TOOL 7.0 Lumber DOL 1.25 BC 0.]9 Verl(M) -0102021 >999 IW
B0LL 0.0 ' Rep goods lna NO Vast 0.97 flmzgTL) 0.03 9 No not
BODL 5.0 Code FBC20IxurP12W7 (baba-.) goal 17314 FT=2036
LUMBER- BRACING.
TOPOHORD 2x4 SP fill TOP CHORD Stmeturel wood shoodrin9 bVOrgy applle]or 4812 ac poll
BOTCHORD 2.4 SP No.2 BOTCHORD Rigel ming iirl applied w binding.
0.11binding.41EBS 2x4 SP No.3
SLIDER LM 2,6 SP N621EE,Right 2x6 SP No.21-80
REACTIONS. gbisaa) 1]=1851MS0.1Y-38SN58.2=]WM3-0
Max Harz 2-3VLC 4)
Max UpatI 7--1]69(LC 4),1Y-010(LC 5).2-714(LC 4)
Max Gray 17.1851 g-C 1),12.490(LC 4 ),5794(LC 1)
POKES. (Ib)-Mex.Comp.M Ten.-NIMr 2W(0)arkssexcepl Wlen Mb .
TOPCHORD 2-0 -27&33 , -121]1122].4 li2M1172,30.31-1124!11]2,&31-1124/192.
532-85]639,32.33-65]/539,633=65]1539,831-85]/539,3455-SS]/539
3539-85]1539,]-35-65]]539,]5]-585024.83]-586924,&30=-565624,
3859-5651324,439-5651324,040-58Y124,40J1--5851324.1041=405/324,
10-111�n61442
BOTCHORD
9M-�13t3111111/1636.44,2Y--0311113 ,2041311/1384
b12 1
31113
t9J5-1311113W,10J6-1311/1361,
19J6-1 1 ov1269,464]4110 511 2 6 9,aJ6=-110511269.9-46=-11 ov1 M9.
1]J9-110&1260.4&50=-11U5112Ml1 --1105112891051-11051269
1581--itO5l12W,1S52-35971W,52-53-359IIW,14-53=-359nW,t2-14=356/13]
11£85 421-20&283,S31�01931.510=-082928,618-5281288,)-18-190011034.
]-1]=1814/1839,]-15=-1320fl1W.415=J2B9ID,10.15.559/401,10.14=341650
NOTES- (10)
1)llnbaancetl red live baba MW been mnsidered for this deign.
2)Ydrid:ASCE 7-10;W11=130mph(}sewn gu,A)Vasd=101mpb;TCDL4.2psI;BCDL/30pe,h-1811;Cel.II;Exp C;Ehi GOp=018;
Ugul(enwbpe);Wm1r tell exposed,Lumber DOL-160 pale grip DOL=160
3)Provide adequate drainage to prevent water porting.
4)Tllb truss IN Won Wsigned for a 10.0 psi bottom tlmN No load nommnarnenl wXn any Ma lits bob.
s)-this truss has been designed for a live load Of 20.Opsf on the region Mad in all areae where a rHen9k 3 all by 2-0 wide will
M sRaeen the bob-Mord and any other members.
8)Provide mechanical mnneclion(by others)Of truss to bearing pale notorious ofwW sanding 100 b up"6l pings)except(fMb)
9-1769,12=310.2=714.
7)"SemHgid pl chbreeks including heals'Member end fixity rrwdulwas used in the ana"m and design of Nb buss.
Qw.S Se "ones gXlws PHO u'cLuomssalt.YEfsxaxcalMaas6lm m.f6gNa1a9aFgaa..
e m,bn_o .nn uaewaa.ee�e.a.m�aeea ..a fia:<a emv saw..,::;.e`'Poo:mezo.e�.+i.n my�xe saw
`eLg1. am`n a reMy lne apPl�nunYd eE ei n
q�b vim°i;'�o rre"W°;a`amari�emineMaaalm,.a.w„e�a,ee m.mw,.am paran.ew.-..ex.dp MiT6k-
snnnreerernanulryaeompwdW.xg1nx PaanIl-, Mp pqury Nnpe.FnaenerN gmeannrwrip N,
aiormeaxrvary.enru1-.Wmpmmm1... syx-m 1 WRooly yMlvla o6BM.M BfJliill6eadompawnt o,Fe no
SleryrMarmanon ava�a mw, en .Lw SrM,Sune a4.AouM,,VA33eH, aep,FL yeIO
�m Tne Nee Trp. DN PN Te
Fdond lapel «
01�tlm FxtlSwrte. .. oreeneine'dad"goll
L4avnb,Fl].. 1 1]40a.gI1—asisuMLfNea b.[.FOJun]I 1128'.t1A16Pp2
10 T331aAC5M0V&'1MTINMZPY3iRZOfiMwnAftxMaIDPEUCNIn6TMeVaLVrYY]33i
NOTES- (10)
B) uM,"(s)or oMv connection daressi Shall be Moral to 0uppoll mnuMreled lougs)I N Ita comm and IM to up al 5 ,37 to tlnan and N fi,up 07b12.37 Ib
dawnend961bupat 9012.37Odownand961bupat 11012.37Ibeuwnend86lbupat 13412,37Ibeoerandidllli 15-0.12.376Ewenend96lbupaH 17012.
37Ib down and 9B O up at 17-11<,i1 Ib dwm and gS lb up al 19,114,41 Ib tlWm aM 951b up al 21-114,41 Ib down anc e6 W up n 2}11-4,41 Ib down end 951b up al
25114,andtl Nddanentl951bupN 27-114,and111Ibcovenand161 Ibupde 31 Mloptl1IXd.and 13]IOtlOwnanc15]Ibupal 5 ,2BIbdwnend561buPel
]012 286 coven entl 581b up el 9412,291b dwm aM 56 C up M 11012,291bcown eM 561b up e1 13412,M Ib down entl 551b up n 15412,291b Ilwm eM M ilo up
M 1]012,296 tlwn and 56 to up M 1]-114,10totlMn and
T/6upN 1&114,9914 tlman enc Plb up al 2l-114.BB Ibcwm eM]]Ouptl 22114,991b dawT and
P 6 up al 25114,and 99 Ib d.al 77 to up 62]-114,and 271 me tlown and 3616 up at 29,114 on Wllpntivxd. The destn/Oebgim 0s licMMmm consul is
Me mOPMaibllXy M others.
B)In 6e LOAD CASE(S)Oetlion,bad.adopts to the lace MBe base ale heed es 6oM(P)or back(8).
10)This nFoWIM Md1 ploci is designed as an indMan
'widual Wilding Wmpmanl. Tat, entl use&M10 mmpMeMlm y pad'wlar building We Iesponsiblay M the
bu t ing designer per ANSI TPI 1 AS referenced by the budding does,
LOAD CASE(9) Standard
I)Deet a Rro!LNO(balanced):LumM lnc ms-i.25,Pelle Inraease-1.25
Unlbrm Loads(p8)
VM:14-U,410-W,10.13 54,22-2 10
Conresbatee Loaee(A)
Veii4 62(8)1D-"B)21-LMB)14=166(B)30'-3](8)31�-3](B)32�3i(e)M3 7(B)34-3](B)35-31(B)36-3](8)3]-a1(B)36.41(8)33 1(B)40W1(B)
41 -41(B)42-14(8)43=-K8)44-14(B)45-14(8)46-14(8)47 -14(0)sitt )4941(B)MOOli(B)51 a1(B)5241(B)53M1(13)
peatIn.p.wwd.napewe—need—ApapTes pNnaeNomewnao.11re.xaFaaaaup.aa� a a+avne+eaeFnaausa
.wdn..mnwn uR.Mmnnm..mnwaieam.en.pm wama.N m«,�.•�a is . moo.•m,.n
Nm
:w a awi.eeea.e.lbe use,ead, In Mr,thtanttiv Fdldanrvnen mu p,aaerom idea:w:q.i.lalnea,.,er M
WlroeaNan.brae MtimM b m es.eal .,d,,1-Irvn.ee vnel.r.....rch Mdeonestr n+al Pnmmem"i
e M'M�NAen Mnveftess vammr.ore.m Ou'uhsouamYi,atl pWaro eamva.. «aemMea]we M^,Eaq IM
bkvlyi,y«p.,yh«y,eMlmaMMan9^Ilrvaeea vnelwarymanaw gHwlir dei etlmb,paBMane BC90uNIna Cempwm My peNEvn YA.
YIYyMwulbn aviltYa«n Trvu Rae lnunae ala N.Lee4rM,btla a13..1Yvmnfly,Ve EOH. TngR aMtd
.m Thad has
Tyye py PM
_ Ames
n+
H
ralsuMsa FYn6mm. JxFrmHF,FlexxH ].eWaMIBx018 M1ieklrv4Ng4lnc Fa JunN1P'A:te Ale Peal
10 T31eAfuuODV&tnTINMZPY3i-N_15MYMIRR12`7IwMYUIB2B'.iMaBlI41z333_
]SOL 5]
' 8oL I s]-12 I su ~ see 1 eea I sea + s].1x I xo0
69=
W= e=
!Mu s e 7
z4 a xw=
s
m, me
3 e d
b
y1 111g
M 18 +5 L 19 R
as 11
za, 3ei xa6 II m M= emP1aAOffII
eea
Wa Y 2058
LOADING(pal) SPACING- 2-0O CSI. OEFL In (bc) Vdell Ib PLATES GRA,
TOLL 20.0 Paris Grip DOL 1.25 TO 0.96 VmMLL) -0.301814 a99S 240 LRM 2H/190
TOOL 7.0 Lumber DOL 1.25 BC 0.97 VM%71 -0.561816 �7H 100
BOLL 0.0 Rep Sbnu Im YE$ " 0.59 Hars(R) 0.16 10 n/a has
BODL 5.0 Cache FBC2014RP4007 (Llabd-M) Obght:170 be FT 2M
LUMBER- BRACING.
TOP CHORD 2x46P No.1•EacepP TOPCHORD SVd
uural%road allmNing dlwpur
redly appl" l-75 ac er.
S]:2N 6P 1,10.2 BOTCHORD Rigid cailing beach,stalled or 2-2-0oc bredng.
BOTCHORD 20 SP No.2
NEBS 2s68P No.3
SLIDER Left 24SP No.22A0,Right 2x8 SP M.22-0
REACTIONS. (IWdze) 2=123AtlS0.1D=123o61-SB
Max H.2=56(LC 12)
Max JOR2=-611(LC 6),10411(LC 9)
FORCES. (Ib)-Max.Comp.Alaz.Tn.-AlIbw 250(Ib7Mbss except WnelMaen.
TOP CHORD 2 60641.Y6=2301/1400,65-214SM2",5-6-NN/1261,67=2()M/1261.
7S=216.V12]3,8.9=2301/1400,910-80441
BOTCHORD 2-161175/2109.1516-124223&1,14-15-124W363,1316=126&2353.
12-1Y12422363,10.12=12014109
tNEBS 5-16-1331379,6-16-53B/261,&12-538662,7-12-1=379
NOTES. (0)
1)Unbalanced hood We bade haae bean considered for this design.
2)V✓nd:ASCE 7-10;VUIR130mph(}second guan Veld=101mph;TOOLW.2ps1;BCDL-3.OpC',h=1Oft;Cal.ll;Ess C;End.,GCOI .18.
MWFRS IMyebpe)and C-C Estenor(2)zom:GC for members and law 8 KIMRS for meddle slbyn:Lumber DOL-IN plate
grip DOL-1.60
3)ProvWe adegude drainage t0 pMMt wMer ponding.
4)Thb buss had been designed for a 10.0 psi bosom MAN We bad nonwnanent AhM any one,We Pada.
5)-This Wes has been designed br aWe bad 0200pd on the botNm MaN in all areas Y.11are a redangle3 tall by 2-00 wide Will
N beMxen Me bmtwn Mond and any other members.
6)Pmaes meManiralconnection(by 0Men)0l buss N bearing plate capade of wlNstandbng 100 M upedl as lolm(s)exoept Lf %2411,
10.411.
7)"Semirytl pitMbreaks inducting M1eek"Memberendfizirym MWasused IntheamylsaMdesign MMis Wn.
8)This menNadload product Is designed as an I nd'WNual ouMing er'mWnenl. The suilabil,and use ofMla mmpmM br any patroller
W MNg is the resp it wbildy of Me buMrng designer pW ANSI TPI 1 as MertncW by the Abiding cute.
Q WPRr::xo-verryemgn0ervwuaeMaFAe NJ IE3 eNIWe PId ACWOEe YrERaEFERERCERPOE aw]n]m.)49]Ren)9EFOREr4E
anfr.e:wrvoyy�..-s�;e:a nir�e�.e' mIuu. rom...m.o.Wmeeeu'e:aee�eeareqe.snielwerwlW.eryann+n'wmw`mw.�ea.rm.e.µarnao�o:,aeem`�e'er.wa,yaeen,.Mn:exiwleYe,.a o�:u�a��we'w�amw •m.ea
- , mWa
g
re eM
^ sb'de- �b ..ilrmwtmm.hnte e :
oe6a.meulewalia aemr^^^. 9ewnmF..ar,e.
.^Pa.n]enp
JM Tim Tare Tyye GIY Ply ie
rtx p
elBussamNwa'wxe. YFr[nN.FI]LH )BM.MIpAIeMRMIrWO1n.Inc in JunLt.R:tOAle pawl
to T33MAUSWOY&YzrrNMrPT3'IlyWJBNAsua9BCpBg8MBr198bVRum•W2uffiZIt332i
Imo'—I H Imo--I m4•
Gsero2
ao-g nu s).0
a4-• 48d Ona 94J zaa
Bee" 1a5
M= m �_
•od rz s e )
3W- aN e
e
as
10
1 C°e
17 19 is 14 13 12
xw II 3m 3R= s,4 II em II
ee II as_
94-
1 u _
P 10:65)XHII
LOAOINO(pap SPICING- 2-00 LSL OEFL. in (lac) Al l UO PLATES GRIP
TCLL 20.0 Plata berg DOL 1.25 TC 0.85 Vai(LL) -0.L 1213 >999 240 MT20 2H1190
TCDL ].0 Lumber DOL 1.25 BL 0.55 Vali -0.481213 >914 180
BCLL 0.0 • Rep Slmu Ina YES VrB 0.28 Harz(R) 0.13 10 nle Ne
CDL 50 Cade FBC2014RP400] (Mehr-M) Mugh[1811b FT=x04
LUMBER- BMCING-
TOP CHORD 2a4 SP WA Tvo,W TOP CHORD wo
Slludulal od shud u thing iieelly applied! 2-M WRna.
S]:2x4 Sp No.2 BOTCHORD Rigid Wing diretty applind or 610.12 oc brial
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP W.3
SLIDER Lee 2x8 SP Noi2 ,Right 2x8 SP No.220-0
REACTIONS. (Ibrelze) 2.12301'10=1230 68
Met Hoz 2-fidi 12)
Max Uplift 404(LC 8),10�404(LC 9)
FORCES. (Ih)-Ma.Cctnp.R4ar.Ten.-Atllctw 2501M)uMu exWpt Wien Mwm.
TOPCHORD 2-3 460114434-23041138],45-203111241,Sb-189]11x30.E]-169]11230
72-203111241,81723041138],6lOW 8011H
BOTCHORD 21]x-117=125,161)=1172/245,1518-1041/HO0,14-15-1o1128W,
1}14-10111KW.12-13-119 1 IC-12-119i
VVEBS 418=3W258,S16-15(1134],b16�101/119,613-301/119,]-13-150114),
613-3001256
NOi (8)
1)UnwWn droof INCbedsnavebeencroslderedfer Mudesign.
2)W1nd:ASCE)-10;VuVl WMph(}y A gud)Va0M101mph;TCDLY.2pM;BODL•3.Opsl:h=1811;Cel.II;E*C;End..GCO ode;
My6FRS(mvebpe)MIS C-C Exmrgr(2)zoraG for members and turns 8 MWERS for readbns Moate Lumber DOL•1.fi0 pi
sry DOL-1.60
3)Provide sdequele drainage to prevent wader gentling.
4)The thss has been designed fix 10 o pd baeam th a d Eve bed henrmWrlml and,any other are beds.
5)-110S VUOs hes been designed for a live load&20.Cpsf on the bo11cT MON In all ams afters a mangle}60 taro by 2-00 uitlevil
m looseness,are bMbm MON and any ether members.
6)Pmvide m ehaniWl connection(by others)of buss to bel plate Wpaae&WNdanding 100 Ib uplis at pM(s)exceµguild)2=404.
1a .
]) SemHgid peMbrai inducting heel3'Member end fixity nwdel ares used In the analysis and design M this Was.
8)This meuffewd red pmduedIsdugned as an individual bolding canWnem. TnesuilabileyenduuaI mWmpmemfomypani
building Y the reaWnsibiley&the building designer per ANSI TPI 1 asMerenWd by Ne w1kiing Wde.
Q uxm Impannw. uoa MrtE aCa' ample e[roas a
wmppMm,
Bn n+wN tadIiMe mm�prrvre Rqale Inurewcee.nNex.LeLNe reet. Cesp w Ppp°� Ru and BM COneINWey
pulmo toTiay nM m 1—in moi mNto -1"ury Do pmWM da-gi F&e u nsevii
simwde ad Eauwono vviSlmi-6 bu.IM Char"bsBEa
seen,
sena" n , VxalIrery��arCe
mw�wrx easeRePWa—lo
EW 9W.
.mw.Ft 3%10
Nb Trvse nae Tire, Cry Pty
9rmw
e+eme Hp
Ov idemfMewlm. Jeb,waMF19IIw fJoa0ar9m16MTHIMartaa.mc.Fll Junuww:nmte Page,
DT331a9:GSvWY83 NhKPY3't.RSnWtWNnYioIONEIyPkSx IPrABE3BSe95vII32y
-3-00 ]-]-t3 t5O0 md0 ]]ii 3560 I zy
iO0 ]-]-19 ]il SOO 7i 9dO
Stale-1 1 M0
lW 12 M
40=
e ]
8 i se,
M i 5 8 9N
4 8
AG s 2a I
s tb
�
p t uI
e
ea19
m II pY II
9d ea= a.4 II em II
aA= >m=
+560 eoa 1SOd
7-7-12
P .05d 0D91.16.Ob10. 1
LOADING hpaQ SPACING- 21 CBI. DEFI- 0 (do) Weft UC PLATES GRIP
TCLL 20.0 Plam Grip DOL 1.25 TC 0.51 Vea(LLI -0.2416.16 >909 240 harm 244/190
TOOL T.0 Lumber DOL 1.25 EC 0.59 V.M) -0.4913-18 >853 ISO
BOLL 0.0 ' Rep Sbees Mo YES WB 0.01 Hoa(TL) 0.13 11 Ne Ne
BCOL 5.0 Code FBC201ATPI2W7 (Malin-M) Might:ISO Us FT-ID
LUMBER. BRAGNG-
TOPCHORO 2X4 SP M 31'Exotpl- TOP CHORD SWdurel xwE MetlbFg dia ly applied!or 41-1l do WlNle.
67:2s"
SP No.2 BOTCHORO Rpm calling oftetlM stoppedor 6-1(L7oc basting.
BOT CHORD 20 SP M 31
MISS 2x4 SP W.3
SLIDER LM 2x6 SP No.22-00,Right 2x6 SP No.22.OU
REACTIONS. gbnbe) 2.123 8,11.123D
MaxHoa 2=]1(LC 12)
Max UOR2-39MLC 81,11-3960 C 9)
FORCES 11b)-MIX.Comp.AAv.Ten.-g8lolros250(T)wbea erupt wren Mown.
TOP CHORD 2-0-HBAII,0.4-2M1417,45-ION/1173,8 183&1188,&7 -1]4]/1163,
TE8-119 al,1 ,17-1898111]16.16217 1141751411-MBGS
BOT CHORD 1- 1!5-19]/210,1]-18=11W/214Z.11-1 1121GDU 1518--082/1)4],
141541218216-16-114DO5, 21I6.11-1A121M2148
VrEBs 4tBN8]/385,618--1141380,]-15-t113oe.415=-187/385
NOTES- (6)
1)Unbelanwd most led beds have been eonsbered Ip thea derign.
2)TMnd'.ASCE]-10',Vub=l Wmph(Suwmd gust)Vaal=101 mph;TCDL4.2W,,BCDL=3,OW,h=1 ere',C+L II;Exp G Ertl.,GCpi�,l8:
M`AERS(envebpe)and C-C Exterbr2l zone;GC lormwnwn end Iorwe 8 MVaFRS fwoatlbns Mwm;Weber DOL-1.80 plate
grin DOL=1.80
3)Pmetle M,ume drainage to preverd wader poodblg.
4)This Wu has been designed far a 100 pet butom AON live two nonwnwneM wan any other live bads.
5)-This owes has bass tlesgnel for a lie bad N NOW an Ne bottom Mod in all areae amere a rectangle 160 tall by 2L wide affil
9 wbeemn the Wit m awd and any other member.
BI Powder mechanical wnnNids(by other)of Imes to bwlmg"a capable ot w'Imalandbg t W Ib uplift at loim(s)doxi g1=lb)2=399,
I1�
]l-SemNlgid pidwmwks inWding heels'Member and lM model was usM'n Me anatysis and terms dMis muss.
8)The manufactured pmduq is deaiPadn an Individual wilting component. TheeulaNyyand Usaamiswnlpmentfrc Wypa wwr
balding is the respwaibilBy of Me building designer per ANSI TPI 1 as referenwll by the WasIng code,
pw4 xp. rh. xwwr.m.r-Iaerx oxov,oty tv.1 e1 P..—.x[saaaxa.-Id'.]m'v-e-I xrseeFoaa wa
o wlgbr veeoae anexmm�nmon.Tne see nIa NseOomryu{enpmmunvnwn,WnMvn nelaCuelOmpng cempenem,rel
ua ren.9daa mins eexpeermuer aerRyme eppWally MONp pemwmme PopeM�arw memo Mapes merM mmMl
a, ma'_,late peuen W4Jine orinemeualrlussvW neNTee mmCvaory panryane Mm•an�Mtiry
Wss-xu�ro0 mr naellxvanE to proem rvllvwe tin wzLde peronynvYaM pegMevmpe, ugmmnlpu0avw rgare,gtM
mor.peaxlwry..roea aM Naoea mrmeeee.narroeaaymama,a.. vrm awvyenlwmm.Deea+,.a eeva,Feme e.mw..m wu F..l a<.
YMy Memvaon ava a em rvea e n q r u e 9mp,iL]old
Jrb Twf Tuu Typo Ory phi
Taxi
815Q W
&YtxeFMewm, JbaNY.AiLee t iANlvep 16AI8YRMIneueebY.6c FIIJun]I ted'ta3pIBPat,
D 1331eA[iSvC0YB31�TIMhPY39JK5M00_STOu2aGTeGKaMRPAeye]C48YLeMe332e
.2A0 St0.5 1ttWH,WSSYL 9]-00
]-0O S1N5 5619 5619 -0d 5619 5619 6165 '3LU
Sulo=10)9
I.CO 19
] e
Yet 3M% M,L. Lm
A d
4.1 d
ec 12
z
14
20 18 tat] to 15
9G= 9e= y4_ 3O— 2iI= 4xW MTXNS
.411047.4X5
9th=
LOADING God) SPACING 2-00 C81. DER. in (loo) BEM W PLATES GRIP
TLLL 20.0 PWe Gnp DOL 135 TC 0.48 Ve"LL) -0.L 1S9 >999 240 MT20 244/150
TOOL 7.0 Lumbar Da 1.25 BC 0.&2, Weill -0.491&17 •881 180 MTmHS 18)/161
BCLL 0.0' Rep SMeu 1. VES WB 0.57 Will 1 0.14 13 We n4
BCDL 50 Cod FBC2014/IPI2007 (dwat Wst9M'.10811, FT-M
LUMBER- BRACMG-
TOPCHORD 2x4 SP M 31'E=W TOP CHORD Structural wood eMdhad direly applied ar 428 oc patina.
78:2w SP N0.2 BOTCHORD Rigidcifng drecty 8-
applied or 510 ac"Fng.
BOT CHORD 2x4 SP W 1
WEBS 2x4 SP W.3
SLIDER LM 24 SP No.2 210.Right M SP N,228
REACTIONS. (IW.) 2.1230p ,13=1236DSd
Mae HOA 2-MLC 12)
Mex UPM2-387(!_C 8).13--]87(1_C 9)
FORCES. (Ib)-Mex.Camp./Max,Ten.-A111arue 250(Mlarleu except eMm shaven.
TOP CHORD ?3-352N,31=2305.40.39,45-218211335.58=2131/13)5.6]=1)ifl11135.
78-158H1110.68-17lWll35.410=-213111374,1611=-218WIM5,
11-12-230811439,12-13=85210
BOT CHORD 2-20=-1215"1114,1420-110N1894.1&19=1105.4994.t)-Ie—)81/1582
1617=-1110/18861516—Iiiowb91,1315121012114
WEBS 618 -589421.7A1 295/378,517 -2NG79,&9 S6AV21
NOTES. (9)
1)Unbalanced molal Iaeds hot been consNVM for this deEMn.
2)Wad:ASCE 7-10:Vup::Iwn,h(S-second gust)Vasd-1 DI mph:TCOLM.2paf:BCOLa3.OW,1,=1 M:Cat.11:Exp C:End..GONl .18:
Mill(envelope)and GC Exhal l(219onei Iwmembers end faros,5 NAVI RS for reactions shumn:Lumber DOL::lN plate
gnp DOL=160
3)Provide Mlepuale drainage h,prevent wdur ponding.
4)All plMes Me MT20 pMlu unless a1MrvAu Indicated.
5)This Muss M1u been deal.fora 10.0 parr MBam tllad Ilve bad nonUn ouland math any Mhin We beds.
6)-Tills truss has been designed for a IYve load M 20.0ps1 on the bollcm AON in all ercas all a rcdangle 380 Wit by 21 Wde mY
fn bMween Be,boaml ellaN and any What members.
7)Provide mecheniul coex edion(by others)of buu to 1,eanng plate upatae W mYlhslending I W b uplill M pinns)exmpl it 2=397,
13=387.
B)'SBmingd pdMbma"inducting heelsMember end Thiry ImdN was used in Me analysis and design dN'utluss.
9)Thisman&eduredpmdudisdesgnedeaeni�,Mual Wtidingmm W, ThesuOaba'Iryanduudthmc pmeMfonony WMWIw
buRling Is the msynslbdily dihe building designer per ANSI TPI 1 u m4lenced bythe Wilding,xi
QwaaxuvmGydvWiWnm.r.naiensnoxaTES OX iI xSnxo MUYoaoalEx rtaFsaexc[aA it m.ranvmlSaEFou wa.
p�pmnwipb�uxarey v'N Nnek®rannmors.*nXmelgnuevme bny upon pvnrtTenahmm,vN 1,M m�m YbuYemg xmPoxm,yl
aynem aebn um,mewlenp eevgne�musl wrny Ne vppnrabnrydeeupn W�emeenvd pmxdym R—
aWMkgmapn.BrxYgiMleYuielp prevent EuulgmineMeuvlwuvW meMua0 memmnbny, emPoaryaMce�memm�vetlry 1x0
N xvvp�gaMMUMYY eMlo ryewn-nrapuvnn Wvutle paeuel lnlW VMI'mwmYewnvpe.Foi9mm peNirplM
bYXrYlilo=ax,auxvxeryeean imeeFuelnYYme�90XaLx 5llaX�, u8 Y�3.xev�Wa.VP3I]�el �CMnm,Y58Mane aeS BUIIYIna CbmWmm WilcePex�YY.
DtY PN nMm4]
1
alews T16 ]aMary tgmlerTwlm,.mea lK.vnNxa i.:xe lemle P.g.1
BJwaf.u]wlu. JMwaMe.Fl]LM ID:T9:Ma9Fi5rODY&TnTTNMZPY3iT%DYVDMIP933%MB tp%x9AURPIR0.1Mm11B4oYJ]2+'
q %It-t �3 idd
S81] 61]
3-00
SPS 5619 S81] was059
8=
♦W 13
T
9W
0 %a
ale— B 9
a 10
4 J ap
e 11
Am% 19 I�
] g
3
t156 14__ a.m Mxmns 11
1B 1] IS _ y.
set
Ix1a MTX45
1
PlATE3 GRIP
P ' pEFL. In (tic) VOeO Vtl
CSL 9120 344/190
LOADING(fes SPACING- z-0O TC 0.90 Vwqu) -0301&10 .399 2b Mi30H3 1071143
TOLL 20D Pbta GIiPDM 1.25 Vad(TL) 4.5]1&10 >741 180
Lttpba DOL 135 BC 091 HM(TL) 0,15 12 has Na
TCDL ].0 Rap Sores Ina YES N8 0'50 YbIpOc 991E FT•211%
BOLL
0.0' WM FBCMINTP1200] (Lstwosi)
BCDL s.B TOPUHu-
LUMBER
TOPCH - TOPCHORO SVocNrelwodawi,apinpdmaN appoeb
TOP CHORD 3x4 SP N0.1 BOT CHORD RpW miYng Ekegty applleE or 411-0m baebp.
BOT CHORD 20 SP N0.2
WEBS 20 SP NO-3 2x8 SP No12M
SLIDER Led 2x0 SP W.2240,Rights
REACTIONS. (Wrote) 2=1230458,12=1230.05.5
Men Hors 2-01(LC 13)
Max UpVAf2=a05(LC 8).12-385(LC 9)
FORCES. (til-Max.Ca,,Mwc.Ten.-NJ farces 250(Wa lose arrele when&]18901112),
TOP CHORD 24 3 4=-
—309`3, 23131WS 45-31]411358,SE-
1A•-18991 a-9=-2125x13]8.9-1&910 .jog itl-23i311449.
10919]4,2=-�9A
BOT CHORD j-a-1Y110 IS741384-12W9 121
OEBS 1-15-41&16-6701420,6-16-579429
NOTES- (el a)
11 UnbelOn rml lice IoeEe 11911e 0een mrdslaw fa Mb design.
2)Vr1nd:PSCE]-t0;WX•13IXnpM1(36ecmtl Soot)Vaatl=tO1mp01 TCDL43PM;SCOL=3.Opd;M1•18R:os, Lersr DOL-1.60
Mynd SCE7.10, end3to ExledoN2)zana',QCfa membtte and fasw&"MRS is reeclbns shv9m:Lumber pOL�1.00 prole
grip DOL0,60
3)A9 owes we W20 Phase unties oNervnse Indicated.
X1e OOXom ploN in all areae xTme a rxlangle 36Of W by 2-0O V^da`Mll
4)Thle Was Xea been deslpnM la a 10 0 psf bMbm NaN Irve bW nalVManwtwRM1 enY alM1tt INa ba s
51'Th4Vuse M1as been tleapmd bra live loaf o(20.Opsion Me of wnhamndin91001b upFR atlolm(s)erupt lP`b)2=385,
Preside
MebMWm rraosand ,othem of wss to owning plate mPa
6)PR9i85 mxXanll'sl mmled'rn(bY
s aders
13=385. ban a111mlar
]I-Sem.011,1TGmMeinpeEe nod sanmmd vbualW mpl,o^�nThezuXebllRyaM uand �Mg0 ib'ulmm(MMI YP
hQ
0)This manulaaured Prado
Wilding M the re9pMabilRY of the Wilding deslpntt per ANSI TPItaa refaenrs]WNe WiNln9 a.
]xas arm wawap wrex aEEaFExcE rape w..n9 m,taavmts eEEORa ora.
pwaln.a Ma aw ' meM M
.v.,mww.Mw�..W..•eeeo,emadmn"u°. vee pa,.m.le.a.no.ree Nep�pr i.wmoa"1:1:�aa.a .�m.wall Bk•
_ ign panmeemariPs
annem� `heem'v.1Mt�ow Yss'vxn MWe wrreaSanN NFiA'zNPopp.M �H.'w�rwnl4ua:n,•�nwdorw asargc eaN PaMEW OW.
9n9 ergo.fMa ✓sw puIMCrIUN,a9BNaMaGelBWwyesnWaa^1 Tape,Fl]Mia
ays repmreX to nex AbaMNVAM14.
a1er1VlMennabnXlll ry 118Ree
L
Job rwa noeryye u
17 y
1u2a
m ns,
&NMn FRIOpum. AWwIHs,Fl]IIM ]AW•Iyrt9—e- .-Fe-st—SM18 Po0.1
IO:T33NAGSv00Y831wMhN Y3]f»nw Y0hWwgMy.N81J6bCnIOTPtHd1f Ea3tN
1-0O 11 I] z 12 zal e
lO0 sH 06n 0612 0 11 e4u 61P0
Sule=1N.8
4. 12 d
,be m 3N
0
614 M 4
4 10
iM
2
�1
a
17 10 13 13
3u, 46= �= DA- 3e1= be0,
5re II
Bill P1-1
120�00141 III' 14 12
LOADING(part SPACING- 2-00 CSI. OEFL. W (bc) LkMI Lid PLATES GRIP
)CLL 20.0 Plate GIP DOL 1.25 TC 0.39 Ven(LL) -0.301517 ,999 240 W20 244/190
TOOL ].0 Lumber DOL 115 BC OA1 Ve1ylL) -0.89111] M91 180
KILL 0.0 ' Rep Strese env YES VUB 0.T5 Hors(R) 0.15 11 not No
BCDL 5.0 Code FBCM14 12007 (Mabvt-M) N4gM:In Ib FT-204
LUMBER- BRACING-
TOPCHORD 2m SP Nb1•Exi TOPCHORD Sbudural woof s,heaMing direly appled.
1-5,9-12:2d SPN04 BOT CHORD Rigid ceiling direlfry applied or 4-7-0 do beading.
BOT CHORD 2.4 SP Nal
WEBS 2x4 SP bids
SLIDER Leff 2X6 SP No224,0
REACTN]NS. (Iivew) 2=12] 11,11=120&USS
MaxHors 2�5(1-C 13)
Mex UPM2=394(LC 8).11-MM(LC 9)
FORCES. (b)-Max.ComplMax.Ten.-A9l forces 250(to)or less exceed Man Maxn.
TOP CHORD 2Jz2958,34-240111515,4 2295N43],"-2210/1,4],S-741 WWI 204,
T-0-100]/1202,8-A-249211624,410-253)/1615,1011-283611803
BOTCHORD 2-1]-130N2200,161]--11M,Q102,1516=1183@102.1415-1251)2211,
1314-1251Y2211.11-13=-18246835
VVEBS 615-5821439.]-15=-515822,S-15-893821,&13--1851389,10-13=4615
NOTES- (7)
1)Unb01a o d diol live loaea have bean mllsidered for this design.
2)Wild;ASCE 7.10;WR-IM. h(3seoand gua)VnW=101mpE;TCDL,41pM;BCDL-3.Opd;1-lM;CM.11;Ery C;End.,GCPNOde;
MVrFRS(MvebPe)and GC Exlerkii idanx C lamembers and abroad S MWFR6 roe reactions,shi Lumber DOL=180 plate
,no DOL=180
3)Thle Max has been designed for 0100 per boom Mord live bed nOnwnWnem efth any MFs INe bads.
4)'TMs,trues has been designed be B live load of MApel an Ne bohm Mard in all away wfiere a reOangle 360 Wit by 2-0O wide will
m besseen the bottom Mora and any other members.
5)Provide meMandal wrinHbn(by others)mbvu t0 Warning plate capebs,of w8hslanding 100 to uplift W 10in1(c)greater(1=Ib)2=394
11=339.
6)-SemNgid ptlUbreeks inducting beefs'Mamber end laM model was used In the analysis and design of this"ad
])nsman&Wured Pmaud IsduVm mvnindiWdual Widingcomponent TM suiWbiliN Bntl use WMia mmponenl IaanY CaNcuNr
building Is the responsibility W the building designer Por Man TPI 1 as WardnsN by the Widi,wide.
A WARNMi-vWyMagnwam•Iua•na RFPoxosEs oxlgs4xo AVCLWab Y]Ex REFERENC[IaOE1�]nS m.f49YAf5aas udd,,
b„e.aWaw,e^vmmb.udMk,n.n..eel,MMaWW.q eeYpnatlNe.nnWaeMlAo6lnpcd,eunreercsmgaWnowrs,.mpWluun,.Iv-we•eM1r,eogy wnIM1YIea W aM1papWpexu,aealNlYlryyuWFwryJnryenp,mdmn nplxavnwennxMn5ennnmmav,AegMclwaMAbsetrn oIMawMrM1YNM1aUMyIanrpn mpnnnmmpNvnne
mmn,eneane
u
11
neaompaum M eFWentd-Nex-wwM,pe
..- WryyW1O1MPndim,Novi Baeuxry
and,Mmnnm .e�i-.FedIn... i ex6-dun•T . y3bass
.INLQ
FL aeID
JM Two iuu T)ys On Plv
.1. T1] Cbmmbn
BYen.FYaBun, Ltlseades F1022M 510'A '920m MlTellneume+,- Fn'szlrl•,2820201.Rest
ID:T33¢ 5WDY6hTT PY3i j w9YGhWA CeybMSLIBpDC MT0W01fi a
1Oa 1 111. .1231-1-8al
6100 4612 e612 6612 6612 d-I. oLdb
SUM-1:01.9
W F12 A9
0
3v0 i B
5 e,'_
BMS
5 T
0
ay Q y}G
a 9
j12 p
10 a 14 10 12 14
3.s,= W ads man=
arA
1 arou
PIAbOnessall 120314d-l-f 1411
LOADING(M SPAGNG- 3-00 CSI. UEFL. n (bc) IMm Lb PUM GRIP
TCLL 20.0 PNta IDOL 13s TC 0.5] VaR(LL) -0.3110.18 >s%J9 240 MTM 261/190
TC T.o Lumbn DOL 1.2s BC 0.80 vep(]LI -0.5510-15 >hK 160
BOLL s,.0' RM Stress inn YES M 0.75 Horz(R) 0.18 10 We hire
MDL 5.0 Cale FBC2C14rTP12W7 (Manu-M) MIMI:174 Its FT=2036
LUMBER- BRACING.
TOPCHORD 2x4 SP No.2 TOPCHORD Slmctuml wnod MaaMing stredn aWlial or 368 m pudme.
BOTCHORD 2x4 SP No.2 BOTCHORD Rigid caling directly applied or 4-&11 os,boadg.
WEBS 2x4 SP No.3
REACTIONS. (blebs) 2=124G658.1D=1245N36
Mee Harz 2el(LC 13)
Mae UdM2.WB(LC 8).10-aa9(LC 9)
FORCES. gid)-Mae.Comp.rtAae.Ten.-AYlaroes 250(Ib7Wbas eerepl vMen moan.
TOPCHORD 24= IWH88334=27N/I ."—M14/1]a2,S =192911280.6]-1929/1280.
74=2914m02,8-9-27oBI1693.610-3016118118
BOTCHORD 2-16=1]02/26091618•-1331n327,1&15=1331/232],1316=1331232].
12-13=13312327.1612-17022809
WEBS 614=ds91890.7-14�521,7-12 -161/390,412-38/341,5-14=693/521,
5-16-164599 316=3801341
NOTES- (])
1)Unbalanced not bre beds M.been am aitleRd for are design.
2)Wand:ASCE 7-10;Vu8=13i11nph(seacmd gasp Vend=101 mph;TCDL-4.2pA;BCDL=3.opaf,n=1 M.Csc Il Exp C;End.,GCPib.16;
MVIERS(envelope)and C-C Exw-kx(2)zone',C-C far members and fortes,8~RS for maroons Harm:Lumber DOL=180 Plate
grip DOL=1.80
3)This Wss hes been dentinal fora 10.0 pad bogcm Mord lwe Iced nonatnrulml won any other 9ve beds.
4)'This wen has been designed fora live bad of 20.Opsf on the bIX1an Mond In all areas where a rectangle 366 W by 2-0 v de will
firs beMYen Me Willwn mond and any or members.
5)Phonate medianbel rmnatlkn My Whem)of W sa to bean ng plate at pabb U wiMatandina 100 to uPIM at).M(s)except aMb)2-308,
10=318.
6)'SemFngid Masada"Intludbg heels'Member eM 6eiy most wu used'n Me analysis and design of Ma Was.
])This manufedured product b design as an no indual Wilding cam What. The sultabiliy and use of this tmignent far any psit
Wilding is the responsibility ofMe boating designer per ANSI Tot 1 as Werenred by the based are,
QwIaNNa.Wave.eMw.ememww xeeDxo]as ox]xa oro xrcWOFasertx eaFeaaxc[ance Lw.]na m.la9vtplae[wue use.
antlers wb Mue onyuM MTekOmnnMart.Tnie eeegn 4bvW ttryupm penn�Mmarvom,eM i¢bslneMeualWq wmpbnem,fine
buMYpwnem.Befe.use Ne Wilena eevpne�munnreywe epiv'ebflydee9gn pervrwenne gbPoMnf^ e�Madu an imb...— ff
ewdn.&eeq Ndluedie�b werem dr ire of inebneum W¢ewEeneiuNW mmbrnbM'. n Wnn. .,a.. nl vaeR al@k'
n.111-91 d. biM.Mio pawl WYW.ieee•raM penoW nIW ell fAw Alrnw^�Ms1sleeS.r..dneeurve
4relylbr.e.1nev is NMelro�mwT�uu PYlesli,eas Is. a9M,SIa nr Ne..ntiu.zzs�IMcnn ,s,8 ens, �eune�na��nren.m p1pNe Fr IALL
Tvnp.,R M91a
bE Tu« d,u TYW Ob Pk/ ie6a]et
steam root radRbm a 2
BaNd.natada«. 3wn�w,FlsaM v.na.AP.t0sote wrM uaxdneA m Fn A.ta uanate Py.i
IDT331e9+fi5vC0TB3nT1NIXVY3?L6Y92ERv2KBINAGK1GYa0AX9�9pNY_WkNtnn]L4121
sed
1
a
s6=
z.• II
t
LOADING(PC SPACING 24b C91. DEFL. M Peal vidall lb PLATES ORIF
TCLL I0.0 Plan Grip DOL 1.00 TC 0.95 VeMLL) I- 9d a999 390 MrZ0 244/193
TCM 10.0 Lumber DOL 1.00 Be OAS VnOPTL) 4.01 3J also) 2b
BCLL 0.0 ' Rep Somas Ma NO V.B 0.00 ibm(TL) OAO 3 Ne Na
SCDL 50 Code FBC20 1rP1200] (M M) vMtl(LL) 0.00 4 "" 21 AdgM:38E FT•20%
LUMBER- SPACING.
TOP CHORD 2x4SPNa.2 TOPCHORD SwclumiwsNdhMgdimd1,.PpUd.r3A-Bmpurlins. except
BOT CHORD 2x4 SP No.2 end vendee.
WEBS 2x4 SP W.3 BOT CHORD Rpm WWdg directly applle0 or 1009 W traitors.
REACTIONS. (IblNxe) 4=109134,3=709RA<Manical
FORCES. (M)-Max.Comb tMay.Ten.'Nl brms250(Ib)aleee erreplv.Ten sltoxn.
TOPCHORD 1<-69L99.23-09&38
NOTES- (10)
1)2-ply Wssto be wnnetteE to,shermih 100(0.131 nails as fdbes:
TopdeathswnnedeJasfo1bw5:2s4-1rteNO qd.
Bottom Clam.crime ed in raisin 2i4-1 mi N 099 b.
Adds venni as follow.:2.4-1.NW b.
2)Pigloads ere wusitlered equally applied ball plbs,exmpt Knot ashoot(F)orbnk(B)face MNe LOADCASES)es n.Pytop1,
noectlons nave leen provided 10continue only loads note0 as Pi or(B).union iftemoae indicate].
3)Wnd:ABLE]40',Vult=130mph(3adand gull Vasd=101mpb;TCDLW.2pd;BCOL=3 Opd;h-lM CM.lI EapC;End.GCpr-0.18;
Asti(envebpe)and C-C Enere:02)zone;GC fw menden eM fomes 6 MWFRS h+r reactions Mand;Wmbs DOL=1.60 plan
ghp DOL=1A0
4)Prome a0equate drainage to pevent weer ponding.
5)This Wn has been designed fora 10A pd eadon CKKO Ne sad nonwnatred with my other We bade.
6)'This Mass a been designed Per B Ove loot d"Cold M Me betted,Mad in a..as wfimlf a rest 3 hall by 2-0 sale T
!n deaden the bedmn ahem and My On er.--Is.
])Rear to glder(e)W was to wen wnnectbns.
MLoadeara L23,4,5,6,],8,9,10.11,4,13,14,15,16.1],18,19,20,21.22hasMavebeenmMi .Buildingdesgnermust
row loads to verify Md May arewtutf«Me iaeMed nae of wa ase.
9)'SemHigb pOMbnaks including hei shunter end Mrs,made was used in the analysis and design aMUWsa.
10)Tds menmaaured pradud is designed in an IndWaual buWing Gvngnenl. The ntlabilily add use a Mb equipment for any
panlmlar building Is the reap ris tel try tome bugMN designer per ANSI TPI 1 as relented by Me buildbg woe.
LOAD CASES) Stenon
1)Dead+RWf Lbs memos]):Lumber lime ue-1.00.Plate Inde«e=1.00
Un6mn Wads(Ml
Vert 1-2W 5,34•-10
2)Deed•0,]5 RON Liv*(beNnadJ):LumMr Increade=l AO,Plate lnueeu=l AB
UnSOrm Lane(pe
Vor:1-2114155.34=10
3)Deo]•UOiMeWeble Add NMhM Storage:Lumber Inneass 3i Plate Inchma .25
Unemn Loads Pair)
VM:1-2•-2313-4•-30
-WMaevy�«mm�ers«eRn0Ead'obab Wrex RER sed Van..—taOYleteaEl ...
�ugnRvelqa ...a Ox IxanxMuse mryren xtleanwnnenors.dols Beal nos Nie Dory upon pamm�ertsnmm,Wxtprn lMlveual x
�x0 wmpneM.red
«M9nee meuKX verly Ne a.el�IMor JeuOn panmeereNpop�im'nmxalei. pn MCXrtarerYl �,
evr`ae ae�aw.nuna�vi.eiod m vg n�mlw.ximr..ee.mimm�d mmNrs om. «�wery a««m,n�•dedm
v.,«.,ee m.x.enw anato p.e..m�upee.en w..Ne pe�«w lm.yaN vmwme.m.a..r>e•:na 0•.«n«,«amin0me
yercnueenmry.erwlm ane mauneorWuv Mia ryuaesw AltllatRt dwlMr^lydrx,oaBda me aCBl evuadp Csnpenem aPL e/n FN 9L.
9ernydnaimadrormanen avaiWeM1wn rase one lnorW,nax.L«ami.sone st2 Nanr4ee.vnmtl emp.ft}Mto
JM Try wFType Uty Ply
BCW
e1BM5 TIB NIpOYex
Bu14YaFYYYam, JeWemM,Fl9RRN I ]BWSM tBIDt6MTekltWalMf lnc Fe Jun RI t1:ID:R1 A18 Gpa3
b Tille9:G5W0YRhT1NMZPV3?+,LIMURJHO3RHMM1 TZI LwWI CMNS4MOEW33N
LOAD CASE(S) SWW-M
Cwmeetrele8 Lve0s(lb)
VeR 3- B)44(B)&--149(F=188.B=-¶]=1(B)1Y-05(F)1i=10(8)18 -10(B)1�148(F)M0 (B)21-1 (F)22-9(B)2Y-1e8(F)
Q WwRMMP-yweyJWppemiuweeMFESP wrta ox rneaYJ melw[o Yrrtx rsFFFUNc[a a l.]]m..ea]2015 eewlE u EF
n wYEpwafy Nn YRtl6 vwlm.Tnv Mipn�¢mme
aYvmyupan pemm�en aAom.an0 Isla ann Wual Bu��ry rampner6M
n*em.eeaiew wmwre aYa..m.a.mrme appl� ae.cp.w�amele,e..a pmp.nya��memn re�Imolneo..ree M 6 ,
N�IeYgenem.el.wpl:Y.yaul<Pelamnmbinaeee..Iwmwn.n6lo,uob meme...on F. nrom�e�Gyaea Be�m.n<.n ma.p
ryslpYMauYYy✓[WLmenaieBmum pwWM pvenW lnlw✓d
N
[mB=meamm6e^e^ m9aNl
ndrnlm,+uqe.Mllwry.�m'enenOYeanpminwsanewemenaw slrm'OueMSIWne.0.58^B.^^B.1 euleuumnv CamNenll BBUa�aRb�IBaJ.
MerylWemullm mlWeM1om Tnw Me In We,R10 N.lae Slew,suee]IR.Neune,Vn R]t1,
dab ewe nue ryPa
ory Pry
etwM r6bt Furnwpw 2 reams)
BIEen FYO&u'm. Jsbanil.Fl.V14
ID:r33MWG5rODV&inT1NMZPY3 wf¢unagg"ex Fn June re913Me Ppe3
C6.y2ERa IWVY3KIG aQAX,ypNV o Vkn.7=a
LORD CASE(S) SIerICaN
4)Dead+0.6 C VVnd(Pae.IMemal)Case 1:Lumber bta ase=160,Plaw Inaeax=1.80
Load.Loafs(PIl)
Vel)'.42=23,Ss=E
5)Dead+a.6 GC W4Ad(Pos.IMema)Cax 2:Lumber Increase=l.6O PlaVsInveax=l.6o
Unload Lame(PIN
Vert 1-2+23,34=8
6)Dead+O6 C-C W61d(Neg.In email Case 1:Lumber Inveax-1.60 Plate Inveax=1.60
UnBvm Loads(p11)
Ved 1.2--252,3 =10
7)Daad+0.6"Wind(Ne9.InNm.i Cax 2 Lumberinvease=1.60 Plale Inveax=1.60
Logone Wage n N)
Vert 14--252,34--10
8)Dead+0.6~RS SWod(Pas.Inlema)Lae:Lumber Invease-160.Plate Inv Ss 1.60
Unload Loads(q.N
Ven:1-2-85,34=6
9)Dead+0.6 MWFRSW d(Pae.Intemal)RI9M:Wmaer Inveax=160 pate Inmease=l.6a
UnMMn Leads(FA)
Ven:1-2=65,3 --$
10)Dead+0.6 MWFRS Wtnd(Neg.sandal)11:Lumber Increase=1.80 Plate Invea¢e=1.60
UnBam Lome(pIN
Ved:1-2-196.34-10
11)Dead+0.6 MWFRS WWd(Ne9.ln...I)Ri9M:Lumber homwe=160.Plate Incmase=160
Lagoon Leads(Pg)
Vert:1-2=196,34=10
12)Dead+a.8~RS Wnd(Pas Intemal)1M Peralbl:Lumber Increase-160,Plate Invees.=1.60
UnBam Loma(PIN
Ved:1-AM.3i-6
13)Dead+0.6~RS Wad(Pas.lntemal)2nd Parallel:Lumbi Invesse=1.60,Place Inaeax=l.6o
Uneoon Leads(PIN
Vern 1-2--85.34-8
14)Dead+0.6 MVWRS Wand(Poe.Intemal)3M Penbl:Lumbi Inmex-1.60.Plsle Increase-1.60
UnBam Wags(p1N
Ven:1-2-85,34-6
15)Dead+0.6 MWFRS Wnd(Pos.Mandel)L1b Pandas,Lumber Ino•ease=l.W PMie Incrtax=l W
Unit.Loads(Pe)
VM:1-2=35,34-8
16)Dead+06 MWFRS Wlnd(N,.Intemal)tat Peelle:Lumber Increase=1.60 Pate Increex=1.80
Un"Loads(14)
Ven 1-2=196,34=10
1])Dead+08 MWFRS W1nd(Nil,Intema)2nd Pant I LumaerInveax-160,Plate Inaeasnl.6a
Unnorm Loads(PIN
Ven:1-2>196.3 10
16)Dead_Lumber Incoaase- m,Pple Inu..=0.90 PX.mNe=0.90
Lose"Lams(DIN
vM 1-Y-z0.5,34=10
19)Dead+0.r5 RW Lee(bel.)+OJS(O6 MWFRS W1M(Ne9.Int)LM):Lumber Incraaea-1,60.Plate Ina se-1.60
Loam Wads(,N)
Van 1-2-316 31--10
20)Dead+0.75 Root LNG(ml.)+0.75(0.6 MWFRS Wtm(Ne9.lnt)M,M)'.W aagr lnaeax=l.W.Pate Inveax=1.80
Unload Loads(PI)
Ven:1-2= ,3-4-10
21)Dead+OJ5 Road Lift(ML)+0.7X0.6 MMRS Wind(Ne9.IM)"d'"WID:Wmber Inaeax=160,Plate Inaxx-160
Unff.Lease(FA)
Ven:1-2=348,34=10
22)Dead+o95 Rwl U.(bel.)+0.75(0.6 MWFRS VAnd(NIL Ion 2nd Paalbl):Looser Inveaes=l.W,Pleb Inveax=L80
Unborm Loads(plp
Ven:1-2--346.3 10
Aa nss dhaaMn D°n reis uoaowrtx a[r-¢aaxca PPo a.
n ae b e w B Bey pann�nen enawi ant's W an nil n
auntnmm. 6P m app,sada.% „�ma<n e x
awe - a �a P P P Naw�aan Vramq.ce
rPraa.✓lo✓.naaMase`"'a°° Msn"nno-1ewS47mcwass, °se•xp am eeex.aamsa
-e----l.
,,IM nmwe�zeu,L06 esuwil2. oaam,a vma '
e.mse.am Pane rsnarm.
w.FL nwto
,yip Two rvaa TYPO OrY P6/ i0Y0.V
91aiL' A02 FIATaRCBt '1
MMxa Fatlaum, JtlwrM,al aR2aa i.6apaMtaIDIeMTOF InNWMa,Na Fn JnN1A29'.]a]LIB Fpat
ID:T33N4R:SrODY&Y.TINM8Y3'plT2na92pEJ9Xg%b 3paNdQJGwanMOFJJ2z332e
7-o- ro 1 W zai 12 -na
281 uu 9su hslz utz uu z6a asrz ze1
6N0.1:S.i
410= 2w sae= 9H II ss= 2x1 51= 2x4 II 12"0= tris II
1 2 ] 4 5 zl e T 0 0 10
2p 2218 23 IP z. 19 2fi 10 15 an 14 n 13 ID 12 11
ya ha 9x10= 2M 10.11=
La 412= iaa=
R1 Oh FT .iS
T
LWDING(pap SPACING- 2-00 C91. DEFL. in (bc) IMMI LM PLATES GRIPCLL0.0 lea G0DOL 1.00 TC 09] VOKLL) -030 161] '7107 380 M720 xM1180TWL f0.p Lumber DOL 1.00 EC 0.55VVR) -0.89161] '350 210SCLL 0.0- Rep Smess Ina NO AS 0.99Horth O.W 12 Na are
BCDL 50 CM FBC OtIR 13007 IM -M) Wtnd(LL) 011 16 '1099 210 WegM:247 In R=x099
WMMR- BRACING-
TOPCHORD 2x1 SP No.2'Exup TOPCHORD SBupund wmd sheathing dii appllM a 12-1,purlins, except
7-10:2x1SPN0.1 end vemkals.
DOT CHORD 2x8 SP M 26 BOT CHORD Rlgd MilbgdMp applMOri0 .b.dK. Except:
WEB9 2xL SP No.t•Exapl' 5-0-11 oe darilq:12.13
1-20,10.11:2x19P 110.2SA-]ac Ivxk19.1142.
2-1%, 1841],518615,]-14.8-13,41212x1 SP 110.3
REACTIONS. ONsl2e) 20488883811-42]1/2-]A,12-10USIDM (ran 061)
Max UpM 114271(ILC 1)
FORCES. (b)-Ma.Carp.Mae.Tan.-AN Iasis 25016)abee except wfien Mwm.
TOPCHORD 1-20--2392q,1-2�52]50.2a-52]}G,3J�8591 q.L5=-0591q,S21-8081 p.
621= 91,,6]-a051q,]-a-W26T1,69-8-2310,W.41fP01811.1611=17.2
BOT CHORD 20.211 1.19x2Wye1,19.29b!)95],165r� fgpp,,1 26pg 5],17-2d-7-095],
1]-25N.9961.1sxs�Me81.1s19=0.9M1,1szb=W4918.14-289/19ae,1az7b119s7,
132]=N091],1128-1042fiW.12-28-1M2flV,11-12=-104260
WEBS t-19 J/5031.2-19--851q,119=-301110.118.0.539.11]=13M]9,617-719403,
6154M010.7-15b11591,]-13=81400.619-d81N.9-199.59W.&12-A2420,
9119H0425
NOTES- (14)
1)2-0ybusa tobermnegdtWg erwh100(0.13IN3')neibasfallo :
Top cboNa cannMeb as mllwrs:2x4-1 row 010-7-0-
Bonam Morns parectea as follows:2x8-2 roue aMg9erM M 0-90 ou
M,cpinMatl es foil. 2.4-1 row.1 O99 Cc,Exupt manbx 912 2x4-1 rVu.10.1-0 oc
2)All bona ere mnutleren Kray applied to all pl'is,except If noted ad Ban(F)or back(B)fees m Me LOAD CASE(S)sudden Pli W
¢nneabns pave peen provided 10 ai9nbule only loans now as IF)a(B).amass WpeMu FnIUIM.
3)Wed ASCE 740',Vue-130Oph(lsewnd gust)Va p&II) mp8',TCDLM.2psi BCDL=3 Opal,b=1811;CO.II',Exp C;Epi GC1i=0.18;
MORRIS(envebpell-umber DOL-t 60 pule grip DOL=160
4)Provide adequate drainage to prevent water donning.
5)Tub muse hes been designed for a 10,0 psf bullar MOM IM load nonwnwnent and,AdY aJ1a Iii bWe.
81'Thi.moos Ne been restarted for a live load of 20.open,en Me appear pwN In On If Vean.is rettangb S6-0ull by 2-00 untle all
fit bNween me,Im r1wM and any offer merben.
7)WARNING RxlWrcd Maung a.ifiannl(a112 greater Man input Mann9 Oise.
a)ProviM meal plate or eyulveum at beMng(s)12 b suppOn remand"Mown. ( )
9)Provide mephriniral comendirmp,ami of name to beVNg pipe dei a Mb pin
p.andeg 100 up, to exceed gt-bl
1142]1.
10)LOM uu(s)1,2.3.4.5,6,],8,9.10,11,1213,14,15,15.17,15,19,20,21.22,23.24.25.26,27,z5.R,30,31,M pesMave
beenm,?iced.Bulkingde dingmust reNewarch10fty NMNesmern l.n.Nil.MedusepMbwee.
11)'9emFlgid pXtllbReye inWning neeu"MemMrend fixlry mOtlMwae use In Me analyaiO eM nesyn phis masa.
.VeiryfapnoanmanrtaMaExo NoiEa ox MXSxW INCLWEOYrEI(REFERFa'c.FAaaaMrna m.laeN015.EwRE IRa
.
sipnaMloa or ur erre NN..,.a-nnmma.fro Jesipn¢orseo anMu on pa¢rtwe's Nrn.relaid�IMI¢La C"MYgmmPo��ri
ut
, mem.a�nmr¢.�u.�Mra e. ne,m vm•awe=aanneoez^p�¢ma.mpap.m mn,w a.apnr
yin ceagn, v1 ra w mea na n¢ wss tram m. a-eaaa.d.p. P perm.n..rewd
w ¢a1°.anw.oto w.wmwow=w.n maa�ua aonnai nanamerepmager,. re
es, Magas.."Pi ause
e restf,deiY nle a-1-ane Lnmuns^rm eanevassrynen¢.ue eNMIRI GaIarcMen..os6panaeW auWre(Lmpwranl7K7
vl:ryxnu¢nawnrev.tea sa.w.saNsa w.nna...veru.
Pbb T. Tluea Tape Ory PN
Taa)nex
.1. ieM RATdadi ea
YILnFYelTdau, YFnMY,It i]br0 a FP11a O16 Mnak Ind-ran,ev.M Jun N 1a:MM MIS G 2
IDT331a9rO5vOOY0 am NM PY3iyIT2neS2 J9%p%b_3p2N4MOvuan FJJ2a332a
NOTES. (14)
12)Thus Wee has large uplill reactants)Ian girmy deal ueepl.Proper wnnttlan is repuirM to secure Wss a9ainal uR+'ard lrovemenl 9 the beranga.Buli designer must
pwlde for uplift reactions indiraleal.
13)Nuger(sl or other connection devi a(s)shall be pro vlded sulrvtlent to support m1- nbaleal lood(a1699O dam M 2-5-0.184 M dawn 0 4512,line 0 dam H B I2,IM E
4.N 8512,1 n Ib dam M I N&12,6991b dabs at 125-15,72 Is dour and 75 to up M 14-2-12,72 to dom and 75 lb up 0 163-12,and 720 dawn and 751b up N
18-2-12,end 51 Ib dawn and 81 Ib up at 20.2-12 on bottom chord. The design/sebtlkn IX such wnneMbn deviants)is Ne mapmvbilily of others.
14)This menufadure l prodi is Magi as an indlyidued h11MMg nrhp nen(. The suilai and use of Nie component for any panlallar budding is Me hispMsibYiy M Ne
budding designer Per ANSI TPI 1 as neferennd by Me building male.
LOAD CASES) Standard
t)Dead+Roof Live(balani Lumber Inaease=1.0O Plate Increase=1.00
Unlam twos(pIF)
VM:IQ-ND 2-21-100,1031=H0,11-20--10
CmaMned Loads di
VM:1643(F)15=699(F)12�lp)22=6W(F)23--43(F)2443(F)25=d3(F)26-72(127-72(F)20-72(1
2)Dead+0.75 Roof Live(bsNn¢M1+0.75 ASM Flai Lumber Inorsh sa=1.00.PISY Inaeeae=l.W
Undam Loads pi
VM:1-2-3M,2-21-60,10-21-364,11-20-10
Cmnn dLoans(lb)
Vert 16-1411 S-m4(F)12-42(122-614(F123-140(1)24-146(F)25--148(F)26ii-130(F)27-E)(F)20=.WF)
3)Dead+Unslhabilable Ask N91wul 0torage:WmbY Inamse-1.25.Plate Inaew-1.25
Unilmn Loads(PIN
Ven 1-2--251.2-21-X1,10.21>bt,t1-20--30
CmanlMad Loads(Ib)
VM:15423(F)1211-atti 2423(F)A--M(F)27-M(F)20-33(F)
4)Dead+0.6 MV.FRS What(Pas.battered)Leh:Lumber Increasx1.00,Plate Increase-180
Uns.Loads tptt)
Van:1-2-79,2-21.25,1021=79,11-204
C adrd led Loads(to)
VYt 15-295(F)12=T(F)22--295(F)26-71(F)27-71(F)26=71(F)
5)Dead+0.6 MWFRS Who)(Pm.lnlemap Right:Lumber lnaeave-1.W,PNte Increase=l.W
Un6am Loads tplq
Van:1-2-79,2-21.25,1021=79,11-20=6
cmnlxreteal Loads Ob)
Vert:15-295(112-n(F)22-295(F)21(F)27=71(F)20=71(F)
6)Dead+0.6 MMFRO Wind(Nag.Interne)Lea:Lumber lnw =1.60,Plans Indeed&W
Un9am Loads PM
VM:1-2-207.2-21--0,10-21-207,1130-10
Dorbod red Loads(IRS)
VM:15-291(F)12=01(F)22-29126-7MF)27-7121
7)Dead+0.6 MWFRS 11N4 Me,1111erru0 RMm:Lu der Inaeaea-1.W,Plate Increase=f.W
Unit.Loads(pill)
Vert:1-2-207,2-21=0,1021=207,11-20=10
GmnrMeeal Loans(Ib)
Vert:15=291(F)12-B1(F)22-291(F)28-75(F)27=75(F)28=75(F)
8)Dead+O6 NMFRS'Mnd(Pas Intema)to PamMl:Lumber Inas =1.60.Plate Inmease=160
Un0arm Loads(PIN
Vei 1-2=79,2-21=25.10.21=79,11-20=6
calnnbaeal Loads(lb)
Ven:15-MMF)II-77(F)22--295(F)26=71(F)27=71(F)20=71 hi
9)Dead+O6 MPoFRS Wand(Pas.Internal)2M Parallel:Lumber Imseau=l.W,Plate Inaeaea=1.60
Unarm Loads(PIN
Ven:1.2-79 2-21=25,10-21-79,11-20-8
ConmrNaled Loans(Ib)
VM:15-2W(F)12=77(F)22-295(F)28•T1(F)27=71(F)28=71(F)
10)Dead+0.6 MNFRS Nand(Poe.internal)3m Paullel:Lurn al Ince iW,Plate MOrearbi
Uniform Loads(pi
Ven:1-2-79,2-21=25.1021-79.11-20=8
CmnmMed Loans i
Ven:15-2111 2-7 7(F122--29i 26=71(F)27=71(F)28=71(F)
1f)Dead+0.6 MV/FRS Wnd(Pas.lmamal)4M Paulel'.Lumbo In[mase=1.60,Pine Inaeaee-1.W
UMmm Loads(pit)
Ven'.1-2=79.2-21=25,1021-78,11-20--1
Cmcemrnad Leans WI
that 15-295(F)12=7(F)22=295(F)M=71(F)27.71(F)M-71(F)
12)Dean+O6 MV.FRS WM(Neg.IntemeN 1g Pars Lumbi Nmae 1.60,PWe Ina se=l W
UnXo1m Loans(PIN
Vat'.1-2=207,T21=0,10.21=207,11-20-10
Cmpsl MW Loans i
Ven'.l5 291(F)12=01(F)22-291(F)20=76(F)27-75(F)28=75(FI
13)Dead+0.6 MMRS Wnd(Neg.Internal)2nd Pai LumM l l m=l W.Pine Increese=1.80
Undo m Leads Pi
Ven'.1-2--207,2.214,10.21-27,11-20•-10
Connniratan Laana W)
Ven.15=291(F)1241(F)22-291(F)2 75(F)27-INF)28=75(FI
14)Deed:Lumbn Invent=O.W.PIM.Faearml PB.mWl-0.9D
'A.-wxy sed,p..n.Y.cur..sones per bas aeseaEllc[ii hi m.raeaaals aaFoxe ure.
asse wee srweo.b.+a..can.u."erser Ylwao.'aapw.nnten anent.aneuwan in ua.IlwiMgmmPoeem a,
.,ses yer, aeueat.emp.nean wNn.=we'+aYSS-rundabrom•a^ .,A ,rev ,.lelnn eiill-aeowns
'°:P.w..a�a,.evue'w.Pont°m�awa.wSM—.e.l.�one:un:mnlereme....e.F.n e a raarrmyne 11.n'n enure MITek'
..YsongsMm,.INllcn ed..a^r1^^u.w Mu panne, exey1P11 Ou�IIry CdYq WaaY I.eul Ball",a.mPo.w IIDIP.b FY 94
4M11y IlunYM.veaMM foam Truwey.ImM1um.2lex Lu9rM.suuaa./)maw..v.2914.
as,.,a
hb Tnm rv»Tyq Ory Ply
TfDtSx
Bi84fi TG02 MTOPCRi .x
B)MnF.tlAre, YYmnL,R9xxN Lel0aPor19NI6MTek InLaTy l-Fn.Mn MIA]B:1]2018 Popex
IDT iA45MP/B3 hfzPY32gR2naSZI ,Id 3RNiy0uwm F1 bt2ti
LORD CASE(S) SlaadaM
UnXmn LOMB(1`1)
VM:1-2--215,2-21=-20,10.21-215,11-20--10
CmwMn ed Loaae(Ib)
Voidl =l5 (F)I5 7(F)12=18(F)n2 7(F)23=IWF)2YIM(F)25+-180(F)2 23(F)27=23(F)a--MF)
15)Dud+0.75 ROW Live(bin)#0.75(0.6 MWFRS Wnd(Ne9.IntµalO:Lumeerina oaW.W,PI.Innuw-1.80
Unilmn Loads(pd)
Vert:1-2=378.2-21=65,1621=378,11-20=10
ConwnBeleE Loads D)
Vm1:15--291(F)12M159(F)22--291(F)MiiS1(F)27-54(F)28=5.(F)
16)Dud x0,75 RM LW(bal.)+0.75(0.8 MMRS Wnd(Ne9.IM)RI9Mp Lumbx Inrn se-1.W,Plate Ina u=1.60
Unarm Loods(p10
VML 1-2=370,2-21=65.1621=70,11-20-10
ConwlNneW Loads(1b)
VN:I 291(F)12aW(FI22--291(F)26M(F)27=51(F)28=5.(F)
17)Dud+O]5 RW LW(bat.)+0.75(0.6 FAMRS W1nd(Np.Inn Idt Pink,):Wmbw In.e 1.W.Plate InmasC-1.W
UnMam LOMs(pll)
VM:1-2.378,2-21. 5,10-01 378,11-20--10
CmwnbalM Loads(Ib)
VM:15-291(F)12=59(1`)22=291(F)MW(F)27-M(F)28- (F)
18)Dud+OJ5 Rat LW(bat.)+0.75(0.6 MMRS Whit(Ne9.IM)2nd Pamikii,Lumber Inrneam-160,PMIS Inv au=l.W
UnOam LOM.(p10
Vel:1-2-370,2-21�5.10-21=78,11-20=10
Cmwmlud Loads jib)
VM:15-291(F)12--*F122--291(F)M-51(F)27=5a(F)28=51(F)
19)Rep I:Dud+0.8 MIWRS"it(Pos.Internal)LM:Lumber Inveeu-f W,Plate Inoeeu=l.W
UnBam Loed4(p10
Vint,1-2=79 2-21=25,10.21=79,11-20-6
CmwnaMM Loads Bbl
VM:15�57(F)12=20(F)22�57(1`)M=23(F)27=23(F)28=23(F)
20)R6pr.al:Dud+0.6 MMRS WM(POs.Internal)Right:L.ber Irlcreau=l.W.PMte InnNu=1.W
Untlam Luu(pd)
VM:1-2-79,2-21-20,10-21=79,11-20=8
Conurdl dLoads(Ib)
Ven:15 357(F)12=20(F)22�7(F)M--23(F)27--23(F)211--23(F)
21)Reversal:Dun+0.6 MMRS Wnd(Na9.Intrr»9 LM:Wmbe In ueu-1.W,FWa Inveeu-1.W
Unporm Lwds(p10
Ven'.1-2-207,241-().1041-207.1 1-20=10
Conwntratu Loads i1b)
Van:15=353(F)12-,18 22 -353(F)20=19(F)27=19(F)20=19(F)
23)Reuenal:Dud+0.8 MIWRS"it(Nap.Internal)Right:Lumbo Inawse=l.W,Pkle InMi u=1.60
UnB LOads(p1)
VM:1-2=207.2@1-0,1621:207,11.8x10
CpnwnlnelM LOM.(Ib)
Vert:15.353(F)12=16(F)22�53(F)26=19(F)27=19(F)2 -19(F)
23)Rev>sel:Daad+0.6 MWPRS"d(POs.IManal)1st Pnllel:Lumber Inauu=180 PMte,amass-1.W
UMam LOM.(pU)
Vel:1-2--79,2-21-M,1621=79,11-20-fo
DdnwmrMad Load.pbl
Ven:15 357(F)12�20(F)22.357(F)26--23(F)27--23(1`)20=23(1`7
21)Ri,un ai:Dud+0.6 MWFRS Wnd(Pos.Internal)2nd PrYbl:WmBr InFinase=1.60,PIMe Inneeu=l 60
Unff.LOM.(pit)
Ven'.1-2=20.2-21=25,1621=78.11.20=6
CmwMlatM Load.Ob)
Ven 15--357(1`)12=20(F)22=357(1`120=23(F)27=23(1`)20=23(1`)
25)R.1 Dead+0.6MWFRSWnd(Poe.IMeme1)3MPr l'.WmbMirmue=1.60,Plate Innis»=1.W
UnObin Loads lilt,
Ven'.1-2=79.2-21=25.1621-78,11-20--6
ConmuniM Loads 9b)
Ven'.I 5 57(1`)12=20(F)22=W(F)26=23(F)27=23(1`)28--23(F)
M)Ravens,:Dud+0.6 M RS Wnd(Poe.IMM SI)LM PraIML Lumber Inveew-1.60 Plate Inaease=l W
UnHomi Loads(pIl)
Ven'.1-2<79.2-21-M,10-21=79,11-20-(i
Con...Load.pq
Ven:15=357(1`)12420(1`)U-M7(F)26=23(F)27=23(F)28=23(F)
27)Rem,,mi Dead+06 MMRS Wnd(Na,InbmW)1sl Pati WmM InaBesY-t 60,PWe Inaeaw-1.W
Uniform 1-md.i 0
Vena-2=207,2-21-0,1621--27,11-20=10
COnumrrad LOMB Ob)
Ven:15-453(F)12�16(F)22 MS(F)26=1%F,27=19(F)28-19(1`)
28)Roursal:Dead+0.6 MMRS WM(Np.Intemag ant Pamlkl'.Wmber Inrneau=160 PIMe Inveem-1.60
Uniform Load,(MI
Von,1-2-N7.2-21-D.lb-21--207,11-20-10
Con."W LOM,(1b)
Ven:15=3W(F)12a16(F)M-353(F)28=1S(F)27=19(F)20=19(F)
Q 741120120.W�b1u»rM'mr»..�W RFAONolE9w TIe.AW NGYYOEp MIE1r REFEI6YCE IIeEYe)nx m.f6W4afsaEEoxE usE
Oeel6n Wln kruu d1/NrNrtM-anneCpa llibenpn bbFr»ae/Wn plFmeNdYwn..M YNvi MLI.YLaI bulpinp wmPo.mi,nd
tuftb a..' By�brow,lvhyYgevemmmuY wlrym..pgmW ya.do»�nW.n.re pq»ya brrvsipralelbb asp^�mbme a..ry
9" 1� dY M;MwP YW MM1WaYtl ww y u b�dmm.� rdwmy �w� mbrwm MOW
.p
.
lalmsm,nnepe.ertmrv..rdldi.nb brvunaalrvfss:W Wsseyywm.ax eN9.rM GUIXFCnYn..Csae9.M BCS1aWlm nenpm.M 16x11`
T»9,IL>»ta IL.1.
»nglmdmWldr..ymbW earn Trya,lla.ma..m..reM,u.M.M.a.n.aa.W...ntw.va v.u_
Pk1- T. Tnas Tyw Oy Ply
i9aZ¢M13
.1. TWR MTGIPOFA
9MFn FYM9m4mi
eu , M ,Fla.. LibIOaMl a Ala.-....-11t Fn J.a U,M.Ala P.
ID:l33MATSVODYB3nTTNMZPY3i91T2neSIMJ9Xp%0_3pxMLyJOwanhfCFJJZQt2a
LOAD CASE(8) SIaIOVE
2S)Reverul'.Deaf+0.75 Rod LM(MI.)+0.)5(0.6 MNFRS NAM Me:p.IM)Le01'.WmMr Incraaee=1.60.Me Ilerease=1.60
Unilarm Law.
RnVan:1-2=370.2.21=&5,1LL21-378,11-20--10
C PlmleE LMEa(lb)
Vert:15=516IFI 12=M(F)U=-546(F)2648(F)27-ie(F)20 l l fl
W)R."m1.DME+O]5 Rad Live(Bal.)+0.75(0.6 MNFRS NSW(Nap.IM)Ri,M):Lumber Innen l.%Plate Inveese-1.00
Untlonn Loads(pa)
Vert:1-278,2-21-85,10.21=370,11-h 10
Cav:enmmo LME.(lb)
Vert:15=516(F)12=-35(F)M--6a0(F)20-d0(F)27W(F)2040(F)
31)Rev I:DME+O]5Rod Live(MI.)+0.75(0.0MNFRSNYIE(Nap.IM)1s1P.Ia 1) Lumbilh..=l.w,PlateM.ae=160
VeR:1-2=378.2.21=641031-370.11-20-10
CMwn11aME Lwd3(lb)
VM:tY-5a8IF112=M(F)22=516(F12648(F)2748(F)284B(F)
32)Revanal'.Dead+0.75 Rad Live(Mi.)+0]5(0.6 MNFRS Mand(NM.IM)2nd PamIWI)Lumber Increase=1.60 Plate InereaM=1.60
Unff..Load.(FW)
VM:1-2=878,2-21- ,1621--3]0,11-20--10
Con..ra4E LME.(Ib)
VM:15=516(F)12=M(F)22-UNF)2048(F)27W8(F)20-08(F)
Awaaww.vwyeugnwnmuua end-1--0a-AND I-L-EO W-K eaF[a[xcE aacaae 1411 m.lao 1aawrt[usa. �.
Poago naeW-oni,WM Mi wn—iota Enlgnu La oleo on,uwn penm,-5novn,aiw in M an EIod-I wlMna wmwMneM,M
nnoto
...N..an,anon .-.,oto onani oodoogoI olWwl wa v oendot,00%mN-..n,oatoI n.M 11-nooIt-eneMede0y
�nnwayeRLLM bde'no anoapnw."Innnnpnoe".-yont-n.M pmponYaal-PI e"c yr bt, MlTek'
My Mn .ane..1-HWn.ft..O Ne lee Soon Saolo112....lVR.y'uary CaW.aHedeeno BL&WNna CamNnnn iam .".1.
w,Fa amt.
Jab True weTpe ON PIy
Tm]}}Sa
91 R45 iNA MialRLBI Jl
alflMeFYL&um, ANWq-v.Fl]t]M ]Ftle1p/ M-?,M1klnautlb.M1t Fn JunNtAffiY M18 Ppe1
IO:T334e9rG5MDY6•rtT]NMZPy3I9EU1R wTBeMV09gOjBw1NN]4pCNLOd92Nh392r
t� SSd
1M Sa 4
YJe ,10.7
qJ- 11N II 43 -
t 2 3
PEI
B ] 4
3vI
4xe_ m II
LOADING(paN SPACING- 2.00 OSI. DEFL. F (be) PEM w PLATER GRIP
TCLL d0.0 PIMe GIN DOL 1.00 TC O.dS VeE(LL) -0.01 45 .999 390 LII20 21I11W
TCDL 10.0 Lunber DOL 1.00 BC 0.45 Vet(TL) 5.01 45 4" 240
BCLL 0.0 • Rep Siv ss Ina NO AB 0.18 HaM(TL) 0.00 p1 Na
BCD 50 Cafe FBC2014,TP2(O] (Mabix-MI W51d(LL) 0.00 45 .099 240 Axii 611 FT-20M
LUMBER- BRACP1G-
TOPCHORD 2x4SPNO.2 TOPCHORD Slwnumiw sheeeingdbda .Oppedar5550c Wrlins, exii
BOT CHORD 2x6SPNo.2 and vernols.
WEBS 2x4 SP No.3 BOT CHORD Rigidoiling Elredy applied or 10-09 oc braang.
REACTIONS. (Iblarsel 4=lWaAMIangffi5-2837iiii
Max UP104-145(LC 5).5-91(LD 4)
FORCES. (lb)-Max.Cwnp.Max.Ten.-Mfrs s250(b)orlessexmMix shm .
TOP CHORD 1d•527135.42=011319,25e11241
WESS 1-5-1611 2d-44093,S- --12800
Ni (12)
i)TOP wad io r emneas 1 theses,
2 wM Nee se 0-"
- A?I naib ea lolbvR'.
Topd/wdameemineEea as foil: s:M rowel090aw
MW samswnoedeaes x4-II:as Is ]owfslpgalM at a9a ac
Webs awnedM as vena eq'.2xy applied
mu M apo oc.
21 costeEaare
have Won
to 4 ae plies.exrepEnMed as W11(F)orbeA(B)beeinills LOAD CASE(5)aeaon.ON to ply
wnnegbns 7-10 been IStart,(SE WIWie gust)
bade 101E of(FI or(B),uNku othDLe .Dae n=lm;E.
3)Wind ASCE elond Vu8=13UmP1( expos E ;Lue tair DO0.1.0 TCe Ship D M:BCDL=.3.apM:M1=1811;CM.If,Exp C:End.,GCpi=0.1S',
MWPRS(enuate ca',drageW IMexpOSM;Lumbi DOL-1.0 pease gdP DOL=1.60
d)PmuiEeadequaten designed for
prevent waist hournc
51 Tllla trues has
designed fw 10.0 lead of 2 chord0nI bednonconarteM willany cream beds.
81-T111a Wss M1as heel designed a d an Other
lead erre 20.Ops1 on ibe botlwn MON In all areas Wtere a mdMgb 1891M by 2-0O witlew111
M hawses Me bosom Mato and any dela members.
])Rd.1.Mechani far onnetp Wss caNnedi0es.
S)4=145, mechanical"Ass
(Ey oMen)al"As to beann9 p11e spade MxllndmEinq 10O 1 upEfl alpiM(s)5 exwpl @=1U)
=145.
97 NO MaeMay2,3,4.5.E],B,9,t0.11, seis14.1E15,1],18 M1auTeve been mMPrE.Buiaing designer mud review bads to
vM Mail May are wks i fortheiNot- use MNis Wss.
101 Hargirmh rb w w rmtlW mg Not- pro fatly mMel was sell in the centrale end design No d Mass
11),-74 on910r NM1xms. %e a igrod)don beuchIonecionded suffitears
dal0aupyltereentlateE l0ad(s19231bEwe and 183 supe
3T-a on bMOm Mwd.product
Ectal gnede s an in wM connection deviR(ent. TI -u n a lllty W se dt
am
12)paiamanu utcang pMe re1Eealgwtlasan Ndlvloualigicingr ANSI Tnl. Theeamnlilyenduse Minacoti are/ry
pel]lvler bulling u Ne reepanaibildy INine buiking designer per ANSI TPI 1 as referenced by Me WIWng wde.
LOAD CASE(5) Standard
11 Lords
s(
Mai a-3-
(beMnwdl'.Wether lneeeae=l.OD.PINe lnueese=l.CO
WXaIm Mai 1-3-1 03.4110
.ryryee•gn Wn^/^�^a REPO;Ji ON-AND-11i Name� REFEay""uOE Mai-mavJ015aEFORE IRE
O uan�exice eenNmWimeus-r -1,i.i,lpnhmeeeenNapm,,vs- s1-n.anelem/......:-I Xulap aanpenent nm
.Nuirener.aekn u-N.Weeiea aeapne,mun veraY m.eppAWary el N11 pamm.e..napmpeNla mvNn IrxaegeM --m M
�We Nsgn.BruYg iNlWee rempmeM auWlrq eliMlWUNlrvuueE vna/act UON mmnaas WY... .ernn' uixii-exorava]
y NVMm9+RJbmaepeM le prawn aYpeevXX posse WrveJ NIryW MWMavreJl da^pvlau"Na'reyaNlnatXe
numv�IbnemaWeM1cm ine..tar W.]9 NiLro6ra6&ele N3.Abor V.t 99rIFyCXIW,O86e ens ae.Sl auIICMa OarM°^^I iemW.FL M110A
Jd Truss rvfa T)9e Ory PIY
e16605 TGfO MTdROFA m
&dcenF9Wurm, JxAmrM.v. )plO....ID1ass'ev' Ye.ln[Fn Junbt+]8b A18 M1pe3
IDT331e9.G5v00Y9hMIN YWLBWR wTBaxR04T01&u'1NM1epGLLOd512'tlr'1z132r
LOAD CASES) Standam
Ctmmoiratu Loads(Ib)
Vert 1-14M 7--923(B)
2)Dead+0+75 Roo!Lhe(baYrrmd):Lumber Inveass AD PWIe Increase=1.00
Untlmn Louis(pII)
V. 1.3-,80,41-10
Conmmmed Loses(Ib)
Val:1=1275 7=755(8)
3)Nod+UNde.l sable Ask 4M au Storage'.Lumber Increase=135,PMte massae-1.25
Uniform La. s(pin
Vert 1b=2046 0
Conmmraied Luds pq
Vere 1=833 7420(8)
43 Dead+0.6 MMPRS Mind(Pts.Imanel)Lu:Lumber Incmau=160,Plats Inrxass-1.60
Unilorm Loads(pll)
Ven'.1-3=25,56=17,45=13
CmmMrtled Luck,(E)
Vol 1-65 7-163(B)
5)Dmd+0.6 MMRS Nmol(Pas.IMeroal)RI21a:Lumber Irvseam=1.60,Plate Innen=1.60
unrcmm mme(pll)
Van:125,48-8
c oaanee Load.go)
Vere 1=65 7=163(8)
6)Dead+0.6 MMRS Wed(Neg.InkmN)Lu:Lumbo Increase=l.W,Plate Increase=l.W
Undorm Loads(M)
Val 13-0,58=19,u=m
cammrlmlM Load.(lb)
Vel 1-6897-611(8)
7)Dea]+C6 MMRS NMC(Neg.Intenad)RSIA:LumMr Inuease=160,Plea Inseam=160
UnHam Louts(pit)
Vat 1-3-046=10
CtmminVued Loads do)
VM 1 -869 731 1(0)
8)Dud+a6 MMRS NMd(Pae.Intends)Ist Parallel:Lumber Incomes-I.M.Put Inman-1.60
Unarm Load.N f)
Val:16=25,46-
Cmmnrrtled LOMa(lb)
Vee 1-657=183(8)
9)Dud+0.6 MMRS WSnd(Pas.Internal)2nd Parallel.Lumber Inseam=160,Plak Inouse=l 60
U.6 Loads(PIU
Vel 1-3=25,4fi--E
CmmnatW Luds(lb)
VM:1ds 7=163(8)
10)Diego+O B PAMRS Wnd(Pm.IMemM)Sod Rule,! Lumber Inseam-160.Plsie Inctud,l.SO
Logo.LOMB N11)
Val,"=25,
Caroadrated Loads(Ib)
Vat 1-157=163(8)
11)Dmd+a.5MMRSN d(Pos.IMema1)4NPamlkl'.Lumberhoragoe=160,PINe Increase=l.W
Unliona Loads,(pm
Vu:1-3.25,db8
Cmcemrued Laeda pb)
VM:1-6.57=163(8)
12)D¢W+O6 MN RS Wl d(N,.Intemal)1u Pamllel:Lumber Inseam-1.80.Plate Increem-1.W
Un'ltorm Loads(PIt)
Ven:1-34,46-10
Cmceniraru Laws 9b)
VM'.1=6897=311(8)
13)Dud+0.6 MMRS NMd(Neg.Inkmap 2nd Paralkl:Looter Imeam=160 PINe Invesse=1.60
UnHorm LoWs(pll)
Vert:1.3=046=A0
CtnmMreled Loads pb)
Vu'.1-1697=311(8)
14)Dead:Lumbar locomen =0.90 Plus Inae9u=090 Pa...K,W
Uneorm Loads(pit)
Vee 1-3=XI,48=10
Cmcemrelm Loves pb)
Vail'.1-6127=252(8)
15)Dud+O 75 ROMLW(Mi.)+0.75(0.8 MMRS Wool(Neg.Int)Lell):Lumber Inoue-1.W.Plate Increase=1.W
UnRtrm Load,(p8)
Vet 1-3-65,56=7,4=x-10
CmmMraletl Loads lb)
Ven'.1=13337-798(B)
16)Dual+O]5 Roof Live(MIL)+075(D 8 MMRS Wind Neg.Int)Rigid)'.Lumber Increase=1.60,Plate Incense=l.W
Unita L.".(pit)
Vu:1-3-65.46-10
Q w4nxrm-wmyampnpruv,uwraPlo ddl sao..wcsuoao..g,v usv", r.rosava esYOFEVsa
mywnwfaroruwandr unsuovoslnnthis ev,oanvue v avo ~
plenumvwm.enursra vi v.civaua nu
uryYm BNon un W GryGevq eeaPrmuvvMy uM vr5Evekyolcetlen yennum enc ymPccmonYaml<Ne attN^w,winegwel
dwea42n.does Indegoes pewaa,tlhryNmeNcul-ess.moses.rra ", .mpcnn,^c Po�manemeMp MiTek'
b.r..r.m....anra.eay.mmw.+.m.�r.wv.m w., em,Qn aP.a.ta Ponem a.nae..Fcrp.Mala.e...r.e„ems u.
essec Mc nmrvibn'mYe'YremTrm�Nlvnu-i— nd1-11.ai]'e i1]� ooeis�
does,cMN,t36aa,ne god Bodies Cempwn eWI Pam Des,
Tamps FL We
JOC Trvp ruu T]ye DLY TNtIIS]
B10W] TfA] IAialPYFA Z
9iWe Flrv18'urm, JxbmWv,Fl]'!RM ]MOag10]n1a YRak IIWTBaR0 in JunN 74p H-WW
ID r33ie8rG5rODV&'4zT1NIIIxPYJ�E111R wTBasR09N0�6M1eTMA]MGtl.OE53M1+332
LOAD CASE(S) 6 ndaro
C nbVe4 LW.OE)
Ven:1=13337-7 WB)
to DW.D.75Raof Live(Eel)+0]5(0.6MN RSO1n6(Ne9.IM)iMP.IWWI)Lumber Increase=1.60.Plate Increase=1.60
Uni Loa]a(pIR
VM19-85,"=10
ConcanftW Lwds(IE)
VM:1=13337—MWB)
18)Deaf+DJS ROM Lw(Eel.)+0.75(0.6 MMRS WM(N",IM)Mol Parallep'.Lumba Inn aw-1,60,Plate Inmaw=1.60
Uniform Loads(pl0
Ven'.1-3=65.46-10
ConcemralM Lwas(lb)
VM:1_13337=799(8)
AwI very Wlpnrynmmsv vMRFda rn]as ov rYs uu wcLrMEpviart!£aaxca PlPEYe�]0IY]m.1W]/]arsaE00PE use.
on Wwl^Mirex¢mnnetlon.Txe cesgnneame uryupm pmmnm Nwm.enENWen�M uWYq emWnem,M
hNMin9 Jeegnermuuuenr9'Ne apppmadly INaea'pn pnmmen aMp�I grnrpernetlas J.s9n MCNe m'eNl �.
a,n,:.Y;'r. D��Ien�abp.,.nNNN��mmnMn..I,mm�e..Nm,rrmmmmreaap+F. il.mp,.ry.m�;�.emp.�p
IiryeNreprnn�vmpm rM yaWe rynenvl a9uryaM p�aCmryaernNe. oraenenlpuEarcergaNl
aoa9e.JNiO eMemeMMYvtlne ertnuun[Wueyaremt ue NIWRr 6rrvry CMW.wedvanE BCBI dIICInp GmpmwM aWdPab FY�.
s.rmlmm�marbn rve nam Trvm PNe lnWue,31aN.Lee 9ren.5uYe]r3,NmeLN,V.LO911 Tmp,FLY 10
JM Tva Trvu Typo Db PIY
iBYIDM
TpW FUT OIR[fR 2
a&IpenFM�u, JVJunit Fl]9M ].UO,"na an.MRY4WYYt It M.b1FAEM1a Pq,1
IOT&'MR.GSWDY69rtTR3iEYgCGUgFAn_YAOSH2 BkDTMmp[IFDNSfll2' q
t1]1q-12
5J5
ZL5O ]11d
I .aI 241F �] I �] I a"
Meas 14112
sin= cell ad= w11 ms= as4= ne m= 2M II am=
2 a e 5 0 ] 0 0 10
Pi
m 19 10 17 10 15 L 21 1a 22 12 23 24 11
cell
WE= 2.4 II >vs cell 2:4 11 sae= cell ems= cel l
F- `eta I Libj] ] F
P 011 0301 1 ]433
LOADING(pall SPAGNG- 2-00 CSL OEFL In (ba) We
W PLATES GRIP
TCLL 40.0 Pak Gtlp OOL 1.00 TC 0.4] Vel(LL) -0.4]1518 >5]B 360 W20 2441190
TCDL 10.0 lues DOL 1.00 SC 0.98 Ven(RI -0.611518 >44B 240
BCLL 0.0 ' Rep Strew lna NO AS 0.63 Hora1TL1 0.06 11 We we
DL 5.0 Cad.FOC201i/]PI200] (Matri wnlw(LLI am I&% > 9 240 Milli 249 to FT=20%
LUMBER- BRACING-
TOPCHORD 2e4SPNo.2 TOP CHORD Stmdural word McMshbg directly,applied a 454 m ardirs, exmq
BOTCHORD 22
P N-
.2 and vediml5.
VVESS 2.4 SP Na.3 BOT CHORD Rigid ceiling dtredly applied or80O m broso
REACTIONS. ith/else) 20=1240IMeMeninl,11-903N38
Mae UpYI@M-262(LC 4),11=1011(LC 21)
FORCES, Bp)-Mas.Chmp.AMx Ten.-Alfaces2W ry)abea-ring when sM1o4m.
TOPCHORD 1-20=108]141,1-2-28]2/5]6,2-}26]2/515,}4= M11376.43= M11375,
58-�i05911]00,&]=-593L1899,]d�832H899,e-9--214511695,410=214511895,
1011=90Ufi00
BOT CHORD 18-1P-1091N91 B,1]-16=1091 N918.1&1)=1]OOI6059,1518-1TOOI8659.
1415=1]16.9059,1421=15]0.45]B,1}21=15]ONS]6.t}22�15]ONS]8.
12-22-15]D/45)0
NEBS 1-19=5]4rzee3,318=-24011550.39=305/119),S9�]BN];e-1i=-130N10].
8-14=253'1448,8-13=2891139.&12-2&11085.10.12--163012159
NOTES- (11)
1)2-gyvuaato Xe mnneded togeN2.4-X 10E(0.13113')neib ea bll0wa:
TOD d,OldamnnMeOed as
1ruaa1A9Oad
Bp9om Mhks connected es x4-1:2se-2 yarn gpgarW q p9-0m.
WMs marded as red eq:2x4-1row'al o-a0 m.
2)Aossnec nehave Mredequelly applied WaF those,lypollmgif ed asdas hoot(F)arbmkralso G' dthe
ea LOAD CASE(6)Sealkn.PN to pry
connetlkna7-10 Wopmvidad(.egond sq IDed-mledea(FImIBISunbv DL-3.isebkimaed.
37 VtlM'.ASCE]40',WX mbar DOL-1.60
(}aemnd o grip
Vastl=101mga;TCOL4.2pH:BCDL.TDpaf:sh=18X:Cat 11;Erp C;End..GCq=0.18;
MWFRB(e,.clothes,
Lumber DDL-1.50 perp 9np DOL=1.80
it Provide ad-quab n deage to orprolverst10 ware pachnp
5)Trip Huss sus Madeugnetlfora live
pea a WMak live bWnolmnrdin are any other hibeds.
51' personal the
has Man designed a for adan liteload e bens fcn 1M1e heroin Matl in Wareaswfierea redan9le 3b4bill by 2-0U xlde vola
At torto8n iM1e for
Mok and any hear membela.
))Reldemeelta)far impala thus, =am) na.
8)11=10 meMmkdlmmedkn(by omen)ghuaatp beednB plate capable,otwilshsulWln9100auplM gpint(a)eempt(P=Ib)20=262,
=1011.
10)Hanilgk orM et of kdudln8eviod )thathmember ean fixity sumcxhal wee used in MencetraEnd
adi140to to as.
10)16-19-15)49atou st 18-i1- .and 49 to up
platldad hand492 to up 02m1-2 on concentrated! don 40th des ns ISS to upas
16-10-15,492 1begal Me nut,end 4921b uP ea 20-11-2,end 4921D up as 21-113 m BMwn Mad. The deagnbebgbn M such
chis mane adurdevee p i5 Me adesigeld arsontothers.
11)Tare manN-]ungi pMutl'p designed ea en i iditWUY building p mmpMeot T s effem Ry antl use of Ne uoce. fa any
paNmer building is the responsibility of Me bulking designer per ANSI TPI 1 as referenced by to building cWe.
Qsapead.VUXY b,lpn wremelw aneRuh Mrts Pt hxaaW INctaDEhw]ErcaFFEREN[E p4hEWIn]rw.1htlY.Nfs BEFORE U5E
M�MRM�1ony,nn T<sm ranneuon.*Mshsgn is Epee�mryu on pvremnert snmun,aM l¢lor rauelW�ry rampaneM,rM
¢As- mese.ln ILba ee¢'gnn man wMy... Mol devn mend -1 pm eM�mrwme lei¢ gn lino XzmNl
alae sego.anuna lnmoalea l¢ pmrm n.dohoo MNawRmss-1-1im NaN-ovi nF. IVmwnnaeewen,rrm dvwe M e '
w prtQene"_rvioMeeam pm.meur.pxvnn peWdeprona lnryryeN prope�eama0e- dw Md�naanwngeklnt Pe
nWk -broarNauuw¢Nwuswema.sx - hu,IM1ycM ,Deaae,M BCv amlmna e^mwa.m 0411 FMU F.a YA
vo lnlnm�alen'-1s1e .T-pga.1naIva 2-x1-ghho .hone N2 Ne,aeerx.111114. Terse"as o
YL Tw M»TyW pIY MY
i80(125C
BIRtly TCAI FIATGIRGFA I Z
OMen FYlbw, Adlendb,Fl]9Y ]610e Fp1YA?,ODDCGWL M1t ROS 1W MA18°epe3
Ip:T331ePG5gpV!\hTMIXr➢Y3i4iEYCGLyLFLm_'^AO6N2o9H9TMm9EGkpN9L1320
LOAD CASSIS) 9 daDl
1)Oaa6♦Roof LNa(EN d):Lumbar Inueax=1.00.Plate Inveau=100
un6am LDW.(q0
Vw:t-10•-t00,11-20=10
Ca ntralaE Loa6a(lb)
Vw:21=M(F)22-169(F)23=169(F)26=169(F)
QWp c-vu Xy Wlpnpvnnn,m ml READ NDR ON DAR AND MCLVOEO M.RERRENC�p�^aM)nl m.t60]20ra6EFORUSE
N M G ° eA iro K^°Imene owvl
a Yemr wl my e w �, p.�..ewen[.N 1 @k
N na N 6•�°AeeRve. s- e,e s na ame
"•w• "ie�:,eoim;m` oRmw See.....°ean s:Ae nen�SNp%11 D-Ift cmene,DSe and 9 W auaame mIPNDn w.Fy�IOA
rui lw" .R—1 em Nee ,
' m rmu rn,>S ryW av P1v
nMn
at. T(65 u]aNOEN + 3
9AMafiYSaau, .IvyN Fl.Lal 'Vi. —a Mliev l'a—h.FXJnN 1AAAM1e Pass
[I:T3'Magi.5vCOYB3nTTMKPY34<IfiBPCVR6Ynk0]st(£cNfONldPga0tlaJ_Mux392p
;d0 and
I zau 1-n-] ~ v11-] I 1-11-]
sm =izs.a
2H II x12= &4 rm= &4 &14 Mi2t15= am
1 Mr.= 2 9 a 5 a ] 1 q
IT
15 14 13 Id 1+ 11 10 ID
16 10x14= L110 ga= &to 1&12 = h4 e
48= h10=
plane Chase
LOADING(pe0 SPACING- 2-0O -1. DEFL. m (Wo) LMed tM RATES ONP
TCLL 40.0 Plate Grp DOL 1.00 TC 0.87 Ver(LL) -0.331?13 >522 980 MRO 2HI190
TOOL 10.0 Wmber DOL 1.00 BC 0.99 Van(IL) -0.5912-13 -290 340 k1T2M15 187/143
BCLL 0.0' Rep S.dna NO Vv5 0.60 rhmz(m) 0.08 9 n2 We
BCDL 5.0 Code FBC2014ffPI2007 (baabx-M) =WLLI 0.1412-13 M99 240 WbgM:2481E PT
LUMBER- BRACING-
TOPCHORD 014 SP M 31 TOP CHORD Bbuqural woad Me ng directly applied or 3.7SC W2ns.
BOT CHORD 018 SP M 26 BOT CHORD Rigid ceisog direly applied or 10U0 ac"mg.
WEBS 2x4 She M 31
OTHERS 2"She M 31
REACTIONS. (Image) 16=6932/&5-q 9=05861058
Mae Uplift 16=11](LC 4),9-444(LC 4)
FORCES. Sm-Max.Comp.dBu.Tan.-All forces 250(E)or leu stems amen shown.
TOPCHORD 1-16=398626,1-2=40101468,2.3=1281W400,34-2]351!1190,45-2]351/1190,
S6=26]04/1849,&7=26]04/1619,]3=1131/109.&P-41518]
BOTCHORD1318=3/19].14.15-90008 x101,1314> 23101,12-13=1500930194,
11-12-150020194,11-1]-153]1195231&1]--153]119523,1&18153]119523.
&18--1537/19523
WEBS 1-15� 13206,2-15=25TN,315--111651551,314-30922]1.313=39094]35.
513�300G38,5-12=2014345,&11=3]9SQ,6-11-3256,]-11=1252090,
]-10=19]1115$7-9=19717/153(1
NOTES- (14)
1)Ply W ply railin911udequale
2)3pfy truss be mnneded 1o,mer with 1 W(0.131W)have as folloxa.
Top dlords conneded as fclWms:2x4-1 haven 0400.
Bottom clads eonnddgd es fallow5:h8-2.slH29ered a1680 a.
Webs commoner as folbws'.2x4-1 ram at&9-0 ac.
31 AS Inds am canaidered equally applied b ab plies,eamt°noted as front(F)or back(B)faro in Me LOAD CASE(5)(lemon.Py to py
manedlons have been provided to distribute only bads royal as(F)or(B),unless athervnx iMiceled.
4)V✓nd:ASCE 7-10;Vu"Wanph(3ecand Sud)Vass—01 mph:TCOLW3p f,BCDL=30pp;b=1011:CM.II;Exp C;End..GCO.0.18;
1AMRS(enubge)I Lumber DOL-1.60 plate gnp DOL-190
5)Provide adequate dreina9a t0 prevem wader Parma.
6)All plates are MT20 phase unless he..indicated.
7)This Mr.s M1as bear designed fora 100 pt bottom mond live bed nonamamenl afth my the live Wada.
8)'This muss has been designed far a live vast of 200psf m the bot.dwdb all mass wMm a mdengle 3 hill by 2-0 she
M bdNreen Me bonam UaN and any tiler memhen.
9)Beenng Mjoint(s)16,9 crosidem pamllel W grain value uang AN51/IPI 1 aqW W groin famuk. Building designer should verify
capcRv t Peeing andi
10)Proves momentum correction(by o )twos W Pumg pulse capable of wiMeendllg 103 M uplM al jcbl(s)except((d-b)
16=11],9=]44.
11)Load msubm 1,2,3,4,5,6,7,8 9,10,11,12,13,14,15,16,17,18 has111ave been modand,Building designer muss many leads to
vergy met May em wreck for the intended use title buu.
12)'SamnBld plichite ksInduding httls'Member est fixity Rudd was used in Me analysis and design orris bud,
apMNa
pen,WN lel ua vary VN NRe�mrnclvrs.71.1 r.egn leL—.1 upas paI.—snore,--fie 1-1 an roll ;m lneer'
�n mPo�eMFn:KE.
eve Pakrew Ye WWMa angrermuA wary ue. auedl,aaals^p.lamHers hap Pepe'lrcvrpnle nu a '"''h—nu
uMna a.ea•.el.mnl��rry.eewa.�Mn.°u�.epn.e.eWllm::.en a.m°,amau memnea o.F. w pam�.M,n exam
.Nl.mien„m�.ewmrsymmaedn...p:e.el,waau°p.rsp.a.i�ry a.p pmwna.mas. dna rd e•�ap.u.e.m�.ame
4alvlemm.d.n .aYd.fimi Tu..F.l=IapilNe.318H Lxu5veel.suraW z.aa..ua.....ouaallycm.na.PSaee.ne xslewalaa c.nPwm raw P.r.F.n fire.
naw.FL amid
J4 Tom+ TrvY Type Ory RY
iNTQIb
"'as TCAS MTtlP�fi 3
9Jtbnlsousens. A4ms4Y,Fle'^ )AaarMlaTISB MITeFInMMe4 k[.Fe M341+]e'.8MI6 ipe3
IDT331e9Ma5LCOYB3RTRlMAY3R416BPCVR61TkO7edG&rM/JiN4dW WIOLMU xuN2p
NOTES- (14)
13)HWger(e)Orolbaconnx tl i*S)MallbepMvi&dfi centtosuppmlcmunbale6b (6)2193Edo andw61bupal 128Oohtopabortl,nd1237Ib EOMsend
2n Ib up N 4-0-1.9161E tlwm nE 162 p up at 2-14,116011,tloM4 nE 223 m up al 614,1260 b Comm and 2230 up al 0-14,12W Ib EwT&1d 2231b up M 1614.and
IM01bdomucin3lbupet 1af0-12.Wc I2600tlo,MMd223Ibupad 12-412MIOWan MON. Thedesignisa Oion Ol SuMwnnea ndM"(s)Is Oereepnsibluty
manes.
ul TMaman&l re pteduaisdwa nWaMiMN ue1Wild'ngmmpnam. Tne cudebuny and used the wmponehl 1n ray daNrukr Wilding IS Ilw RepnMbuny of the
WiMing desgMK per ANSI TPI 1 as Warenced by0e WiNing cede.
LOAD CASE(S) Standard
1)DeW+Roo LW(WWne ):LumWrinaease=l.W,PI Inme =1AD
Unflorrn LOWS(pl0
Van:t-]=240.72-1 W,10.16-148(F-13B).&10-10
catcenaeYd LOWS do)
Van 15-916(F)14=123](F)13 UESD(F)12-12HNF)11--1260(F)7-22931]=12M(F)18-126O(F)
2)Deed+0.75 Rod LW(1,alnced)+0.75 Aft RodI Wrnw Inaeaea-1.00.Plate Inaea5oml.W
wRonn LOWS(p8)
Vn:14=220.7-0.00,1616-123(F=113),9-10-10
Camm�bNed LOWS(III)
VM 15-749(F)I4-939(F)13--1031(1`)12-101(F)I1-101(F)7--187617-1031(F)18-IMI(F)
3)Dead+Urnhabiuble Atl0 VAOmt Storage:Lumbo Inaeaea-1.28 Plae Inasism 25
UnXOm1 LOWS(,F,
Ven:14=180,72=20.10.16-5$F�L 9-10=-90
Concentrated Loads(IE)
VW:I5 16(1`114-M%F)13 73(1`)12=573(F)11�Mfl]=10421]-5]3(F)18-573(F)
4)Dead+0.6 MMRS Wind(Pos.Imanna Lett:Lumear Inaease=1.60,%aY Inas a l.W
Unemm LOWS(p10
Vert 1.7--115.74-25,10-16=16(F•24),610-6
Conmmmled LAMS do)
VW,1y162(F)14=289(F)13=223(F)12423(r)Ii-223(F)740617-223(F)I6 223(1`)
5)Dual+0.6 MVuFRS Wind(Pos.Internal)Rynt:LUmEn Inaeaea-1.80,Plae Itwease=l 60
UnBam Leads(p10
Vn:1-0=115.72.25,1x16=18(F•24).9.1 0-5
CncnbalM LOWS Ob
Vat,15 162(F)14=269(F)13=223(F)12.2 3(1`111=M3(F)7�408 1]-223(F)IB-223(F)
6)DOW+0.6 L(WFRS VoMd(Neg,Inlwnaf)LM:Lumbo Ittaeaea-1.80,Plate Inaeax=1.60
UnBam LOWS
(Off)V W:1-7=1w,72-0,10.16-i8(F=46),&10-10
Concentrated LOMB(0)
VM 15--308(1`)1 M2]3(F)13N24(F)12-424(1`)11=424(F)1--T711]-424(F)18-424(F)
7)Dud+0.6~RS Mod(Neg.IntemaO Rlpnt:Lumbo LnaaSe=1.60 Plae Iveue•1.W
Und.LOWS(pH)
Vn:1-]-1w.7A�,1a16=58(1`.46).3106-10
C ntreYd LOWS(lb)
Vn 15=308(F)14=2]3(1`)13424(1`)12--121(1`)11-424(F)7--A1 17-424(F)10,-424(F)
B)Dewe+0.6~RS Wind(Pos.Internal)in Parallel:Lumber Inchau'l.W,PYIe Itwnaea-1.60
UnBotm LOWS(pin
Ven:14=115.]2-25,10-16-1 e(F-24).9.10-8
COncenaated LOWS(Ib)
Vn:15-182(F)14=289(F)13-221(F)Ib213(F)11423(F)]4061]=n3(F)18.2 S(F)
9)Dead+0.6 MN.FRS NAM(Pos.lntema0 206 ParnWl:WmEn Inaeeee=1.60,Plate Inaeeae-1.60
UnBonn LOWS(P#)
VWL
Veda-0=115.]2-25.1016.48(1`=24).410-2
Concentrated!nLOMB Ob)
Van:
VAMRS1�162flWind=268(1`)13=223(1`)12=223(1`)11=223(1`)7-4061]=223(1`)10=223(1`)
10)Dead MV.FRS Vrfnd(Poo Intame03rd PeMel LunEer Intteaee-1.6D.Plate Inaux=l.W
Undotm Loads(pl0
Vet-]:115.]-8=25,1616=18(1`.24),410=8
Concentrated Leads Ob)
Van:15=162(1`)11=269(1`)13=1)4th
Lur 11423(1`)]4081]=223(1`)18=223(1`)
111 DOW+O 8~RS Nentl(Pos.Internal)IM PonM:LYTEn Inaeeee=1.80,Plate Inaeaee=l.W
UndRm LOaa(pl)
,ant,1-9=115,7245,1x16-18(F=24),410-6
cn[nwled Latae Ob)
Vert:15-162(F)14=269(F)13=233(F)12=223(F)11.223(F)7-4061]=223(F)10=223(F)
12)Dual+0.6 MW4R3 Wind Neg.nYtna9 let Parallel:Lumbi Inaaem0.80,Plate Inaaate=1 W
UnEorm LOWS(p1)
Vett 1-7=140,7-8=0. 410=10
C darft at d Loads(E)
Ven:15=306(F)14=273(F)13424(F)12424(F)11424(F)]--]]11]4248 18-424(1`)
13)Dead+0.6~RS VYIW(Nag.Intemal)2nd PmWel,WmEn In ssaea•1.w.Plate Inaseae=l.W
Un80rm LOM.(ped
Vast:1.7-140.74-0. 410-10
CarenireYd LOWS ft)
VdL J5 )(F)14-2]3(F)13-424(1`)12=424(F)11424(F)7-77117-4241`)18-424(F)
14)Dead:Lunbn Inaeeaa=0,80 Plate InaeassI PC mNaI=0.90
UrI LaMe(pl0
Vn:1-]480.]2-20,10-1648(F•201,410-10
Q wMaMtulNO.varny e..Nnwnmawaaneauoaesef ox ixrs.uo ttl6tuom wrax asr[x[xcs Plosao-en1e taoveofsnsoRF aSE.
Aqn le for use onlu w>tAhMPMOwnntlua.lMedneniYWanNu on penmemn Nom,ase Mlwan eqn u0- uMmq wmpanenl nal
Yl.va.W�mpn Morey YeeppayavoleeMgn parvmae�ease pmpeNapwaorvl.ul:ees,gn Mlame e.ear
m'assre�ea..�a`p�a�la uwr-+a aaeealmMa.alrve..e6anetoruem ma�aa.ry i. ll.mpor. ..epmm.nem eRwv RBS(
reu lNyvNlo predusshgf WN-a'.emMmI. WpeM dM?h mµmalN,DSB4 .dYWMs, hQoeeSW-t aa]a Patl Fla OA
en -to. xl Yabkhtm7mn RaeelnteabaS l6NaLrvah-n SSAsee eVA 314 rhe ,p ui
tVlMarmalbn an rvu e e L3.Ne N.V4]3fl1. TnMRetl1E
' 3pb rlwe wer)me On PM
euuu
stem FwnlRpei 3
BMvn Fatl&uq, JeµvnNb,FISIIH )pW VIp1BA161iiM lrpuYW,he.F BGpFS
IDr3w9.cwoor9srlNnr:Pr3x<M9Ponavremaececxean±aYwoiouau_wva32P
LOAD CASE(9) Sla)drd
Cn..m LOws Ob)
Vert15=250(F)14=195(F)13>;3U(F)12-3N(F)11 6 (F)7-62517= (F)10= (F)
15)O.d.0.75 Roof Live(b.I.)+0.75(0.6 MMRS NNd(N,.IM)LMI:Lumber lnm..e=1.69,PWe Inoeaze=1.60
Un0omr Lows(pMl
Ven 1-7=m5,76=65, P10-10
ConxMWeol Leal.(le)
Ven 15=793(F)10.171(F)13-1091(F)12--IMI(F)11=Ml(F)7=199617=lMl(F)i6=10 Ml(F)
16)D.d.0.75 Roof LNe(b.l.)+0.75(0.6~RS N'od(Ne9.IM)Ri9M):Lumber In.ea 1.W,PWe Inm..e=160
UnMam Loetls(p10
VM:1-7=205,76 5,1x16=139(F-120).9-19•-10
Cancenbelen LoeCe(lb)
VW:15—M(F)1h171(F)13—IMI(F)12—INI(F)11=1091(F)7=198617=1031(F)18=to91(F)
17)C +0.75ROSELlve(bY.)+0.75(06MWFRSWd(Ntl+IM)1etPMIIelp. -=WInverse=1.80,Plate Inmam-1.60
unmo�LwES(NN
VM:1-7=205,74�.1x16=13D(F=120),&10=10
Concentrate!LOW.(lb)
VM:1�793(F111=171(F)13—IMI(F)12=lWl(F)ll=1091(F)7-19M 17-1091(F)10--1091(F)
18)De"+0]5 Roof Live(bLL)+0.75(0.8 MMRS NIM(NW.Int)2nd PamMl):Lumbi Inm.5e=1.60 PWe Inm w=1.60
Un6 LOWS(p8)
VM:1-7=205,76=-05,1a16-1AF=1 ML 9-10 -10
CanwnO Load.(lb)
Ven:1A-093(F)14-171(F)13=1091(F)1 A1091(F)11-1091(F)7=190817=10 I(F)18=1091(F)
Q,Ill,d vam 11e. n wnme�me anNxFao xoiFS ox iwsaw mctuoeopnieee5F56wc.Fae5w7m m.lavi2ms.[sou E. u:r
pY9ev ooyunn Nneu.a000enors.* 'ea:woeeaeee onN apmo warners sown,ervnwr an mpiNpual puipmp ompanenl,na m N_Y■■{
.eNma „pam ..a PpxmmapmpmemnaSY�Mpm.p,.m
eY °.s a=rn•ee :`mpewprn an inmopwNam Ymma..m emerrY MT@K
nrpttMpvmpe,Fa9eemw19Npa�ru ipw�w
4prczswn�x�oraga pe ua11ryCMN,bSBNanp BC81 BYY.Iy Canyrcm
bfnylm rma ren osis a om wa a na a ee ne u e amp�.V1C�
xb rMv Pas
TYPe Dy Ply
mer
edw,s iom ial,Der4 2
.i I'MBwiM, YFemW.,Fl]IIY ).810sIp I8A181ATM InOuebbe,At[. FB YnNt.]BPMIBPpI
ID T331 G5vODYM3r NMZ 3TY3i2tl 41apbiH91ep9PDFEMIH YmkN XSadV'10
>rae
1-L-t '
Saaft 1.7
W 3M 4a)=
1 2 ]
ae ) 4
2M It
4e= 3
tine
LOADING(Pan SPACING 2410 CSI. DEFL in (inc) least Ld PLITES ORP
Tea 40.0 Me Chip DOL. 1.00 TC 0.51 Verl(LL) UA1 4d .W9 300 wtal 21TCDL 10.0 Lumber DOL 1.W BC OA2 V tcrL) -0.02 " .W9 240
BCLL 0.0 ' Rep Sprees dna NO M 022 Hors(m) OAO Na Na
BCDL S. Code FBC2014/TP12007 we--w VAnB(ILL) -0.00 " .998 240 vftm:61 b FT=20%
LUMBER. B ciw-
TOPCHORO 2x4 SP Ni TOPCHORD swaunlwoatlanea ingdimayepgetlars mPuhins. except
BOTOHORD 2x85P Na.2 and verbi
N£BS 2M SP No,3 BOTCHORD Rigid calling directly applkd or 1000 ac Mtn,
REACTIONS. (W.") 4-2aVlA55elanin1.5=251M"
Max UPIR4�5](LC 15)
Mu Gov 4=2]4(LC 14),`+2518(LC 1)
FORCES. (lb)-Mm.0 p.Max.Tan.-Allfa 250(1b)erbssexceptwfiSn MM1 .
TOP CHORD 16--412N1,1-2-M1811,2.1-N1530,3db292
YVEBS IS Igfi25-15lr)Q, -15709
NOTES- (13)
1)2yey Wu to be connected bpeber wib 1 W(0.131k3')nails n fallowf:
Tap chords carbides as blloves 2x4-1 rmv,at 0M o,
BoHom chaNa cmnetled as lolbwi'.2x8-22ws Ap9ered at 090 ee
yobs mmleCed as Maws.2x4-d row M 0-9-0oc.
2)M I.ds are canside0d elualty applied to all p1'es,a cspt snared assets(F)er bed(B)/ace b be LOAD CASE(S)sada n.Py b pry
aAnd ASCE 7-10bMoprovided istli dg sh bademIMes(F) Le4.2unWeM3.0aeiMlceft;
31 Nina. Sher aloa -.hMa D (3-sewed gun)V OL::1. mDM1;TCDW.2Pa/:BGDL-3.ODY;tI-1011;Cal II;ExpC,End,GCPi=0.10:
MNFRS(env,rto M Lumina DOL ant s pale p DOL=1.60
41 Conine adeautle is bothpab Prevent waterdancing.nt iLe
5)C3canlM Wed
M1cm Irywut are bolpresentin JVwFGse(e):(P Dud
rrab Right,
X6 DeaAffid
0.6IF$brS W1al Dead+08
MNFRSNNtl(Poe.Interval)LeftMe,.Internal)
Dead)Rig MN Don Nbd6 Abl temai Right:e6Denal Ista61FR5 WMd+a IMemeq Loll;
Y]Dead+0.0Isfelii2n Mara(Ne#IMemal Ri.5l',MBDSVAnd6MV.FRS VAnd(Poa Imem811 D d+0 a 99OeW+00RIDAIRS
(Pas.
Mai (Pm.IMamN),91 Dud+a10VAIRRS .8M gen.M�rn(Pas.Ieme)#1 Dead! :0.6 Dad+0.6 MRI'RS Hind(Pas.
Inbnn #1 parallel,4 p12 Dead Li OA MNFR$N1ntl(RAMRSema01e1,+Ind)Persian, d); 19 Dead.+MNFRS N1M(Nap.IMgnaf)20
Rea1AMRl:#18 Dud Int) Front ht);*e(bap+0.]5(08n'_rie 1,),Wind(Ne1 RAM F19Deed+0.75 Real Live(b 121Dead+
MNFRS NMtl(Nag.Int)Right);RS DOOR Ne,l Roo/Uve(ball+0.]5(0.8 MWFRS`Mrd(Nel.lnq tat PaMb,:Y21 Oeetl+O.]5
Rod ra a(bat.Wen designed
MNffRS ViA0+0 9 O,Int din Persianload
81 Tbis stat hasWenbeetle8gred/or ra b ped 0MI daN live loan nancanwmmt aftare any aNa Ire bels.
]I•Thb thanhasbeendenpneddanliwbed M20.Opq on iM1e bonam cttorEb Yareae wTerea rectapb 3-80W by 2-0-0witle will
81 toMnan inn bobam coots and any oNa member.
BI Rotor to giNer(s)for nn tooh( Otherstlone.
9)Conineassi 1.234,5.6,7(byelven)aNmxlo4,15,1 ,17,18 ableates of Woandbp IDO baker,tlpint(a)most U=141 basis
to
10)Lou watts)t. r 3,4,5,Q], e in en ed use c13attle 14,15,16,17,18 M1esTeve been masiGW.Bulbinp tlesipnamun review bale to
vaMy gklpyaremrtettluding Mendeduurend Wea.
11)-3dninpM oth,ea rieetion 9heels)MembenMfixity nasalwee supp in Necentranalysis ed lodi8al MeaMas
nnaW
12)H pta, Ir)w aUerwiedson n devices)aM1aA be pre idedattan snifficlent
Sala auppon concentrated 13tl(a)60914 down al 1]-1 on bonen
dam. The dere pmd don of suMed a a n i devluM b Ne oapanaibllsy M omm.
13)Thia manNadured pmdutl is tlesgnetl as an iM'rviduL WMEIn1 ccmW,eM. RIe wilabiltly entl use o/Mrs 3mponen(M anY
Q.resed evwbn penmelva WRE4,Maiae dl MS4Ha WCLWao Yrta nafEFEHCEYIoa MlT4)l m.taWRptsiver. IRE
0 a, asroxrcrlywN MRmeW wnngpe.mq Me4naeeme mN upon parenwn.Lwn.WutaniMlvatl Wmiry wmponem.nN
and 4espner mvn wryn.egpYwelm4de.®a^WM�a^+4d prvpw� NTuwelMa YSN^^Io1M4wrM
a.moma.°..n°eiM:mu w:.+�w o'b�newn Pormu:•lo.m••`,rn orri , l de .° ri,s:ie'R "`mmore mak•
aimrlnunsi.en eamm erne urzan°ontuewMWn w,mmr.... viFn,u.erycXduY.Ov!Sade.4a6uleullm7en^^Wmm Ypallb Ftl 9�LL
Mr=44.no4 ori 4,a.Pm.me.w..z�eu.d..sa.a.sa.nz.u...Ma"'.vnmu 1ww.PL aNta
Ju T. Trim Try Oty Its,
eN %
BiRW Tab MTCIfT4R 1 ea
BI6w I..- LWvnW.n] 1-].10 III 01n16 MTMIrWaI "-Fa Jun N r AIDT SIe Vpe]
ID T33N8e ODYn3r NMZPY3P-Y3,ZdyV4p ?Hg1OUDFGM1 YmKKSOIISp331a
LOAD CASE(SI &ended
1)Dead+ReN Lee(betencult WmEer InIXease=l,CU,Plate Inveese=t AJ
Uniloml LOWS roe
van:1-3 Im 4b--to
cMCOMeIm Loans(Ib)
Ven:t-1498 T�213(F)
2)Dud+0.75 Root Live(baanced)+035 Attic Floor:Wether Increase-1.00,Pate Increase--1.00
Uniform Wed,(pin
Ven:1aII4B0.46=t0
Concentrate]Laws(lb)
Vena-12]5 7�60(F)
3)Dead.Unir n l"'Able Atlk Mon St..,.:Whalen Incha ae=1.28 Plus Inueaa=t 15
Undalm Loops(Pat
VM:1.3-20,46=-3a
Cmcantraled Loads(It)
Vert 1=633
l)Dead+0.6 UMRS Wind(Poo.IMemal)LM:Lumber Inaease--1,6D Pete Inveese=l 60
Ul dam Lows(PH)
Van 1x25.4-6 A
CmxlmMea Load.Ph)
Ven 1-0
5)Dead+0.6 MWFRS VMC(Poo.IMematl RqM:Lumber Increa.e-18D Plate Ineneese=L60
Undolm Loads(an
Ven'.1-3=25,45-8
CmmMleted Lands(a)
Ven'.1=G5
6)Dun+o.6 MWFRS Wind(I Intends)Led:Wmbrc Inaease=l,6q Plate Increase-1.W
Uhg.Load.(plp
vert 1a-o,4N-ia
ConceMlned Leads(lb)
Van:t=669
TI Dun+a.8 MWFRS Wind(Ned.Mtemen RI9M:Lumber Inaease=t W,Plate Inclaeae-1.60
Uniform Lows(p)
Valaaro,lb-10
ConalMaled Leads(lb)
Van 1 89
8)D W+0.6 MK RS NMd(Pas.IManap l9 PaNel'.Wmb d maws,=160.PM1e Inaeaee-1.80
Unrtam Laws(IYn
Vert 1-3=25.48-8
GmcentreleE Loam M)
VML 1=85
9)Dun+0.6 MWFRS Wnd(Pox Imenal 2nd Paullet Weber Increase-180.Plate IncreaseI
Leiloml Laws(p1n
Ven 1-345,48-d
Conceran ed Lowe Ph)
van'.1w
10)Dud+0.6 MWFRS Wad(Pas.Internal 3ld Pa2Ik1.Lumber Increesr1.60,Pule Inaaaae-184
Unllam Laws(pin
Van:1a-25.4-6=5
concenealed Leads(lb)
V. 1�
it)Dead+0.6 M AFRS NMC(Pas.IMeman 4N PaIaIMI:W mber mueas l 60,Plate Inaeex=160
Undam Loads(pHq
Vert 1-3_25,48-6
Calcantrtlea Loads Ph)
Van 1-65
12)Dead+0.8 MV S Wnd(Nap.Intemen 1st Pamilel Lumbi Inoeeae=1.60,Plan Increase-1.60
Undoml Leads(pltl
Van t-3--0,6th=t0
CmbMtralM Loeda(Ib)
van:1=669
13)Dead+0.6 MWFRS Wind(Nep,InI 2nd Panlbl:Lumbo Incmase=l 6D Plate Increase=1.60
Unnoml Lows(pin
Ven:10-0,4 -to
conaanvated Leads(lb)
Vert:189
14)Deed:Lumber Inuease-0.W,Plate Inaeese=D90 as maul-0.90
Untlam Leeds(PIn
Van 1-3 20,"-10
Calnntrtlea Lows(Ib)
Ven'.1=612 7=808(F)
15)Dead+0.75 Roal Live(Mi.)+0]$0.6 MWFRS IMM(Nap.Intl Lefty Leather lnaeew-1.60,Plate Indene-1.80
Untlmm Laws(pin
van:13--65.45-10
Oonwnlnle]Low.(lb)
Ven:1=1333
Qwlmaxovwryarp+e+ uua ane Gana carts ox ixalwwczvo[owrt✓xa/aaaxca/.aaaaazn....roe "'Pah/o8[rs[.
wwlu mY.nn xnelm rvnnedars.*nu eexgn.a eawe mry uponyerartnenrmn,wawren na�wwai euiuina rcnpanemnn
.them.e. .meeuw.aearerw-mva wny6r.alpi..-t-t-1. an, %o.Pmw.1a,d imome owau
.°'.°na`eme�vi a'�;,nM,.niA1. mnm..m,.i m,e,.eu.ne,e.mo.a�w„enn. emwarv.ne wnn.mawar ns M17ek'
,.dei-, a^Iwam wp•ma.n.0a.asen, ..In.ee�o Itae
rv.eaneai I..e.I aa,::a.L- nna,:se wyarrn.,oeer.ae aeM emiaa.ee,nw�m eew/we.F.aa.e.
eu'In�y mroa..non a.,aaee anm.a,ee Rae inxa...zra x.L..srsn.Suu Nz.a...w�ax"v"�va°1'i. T.ia.,a dmto
P.
Tntx Tyye Ory PM
Y
TG98 FIAT GIPLEP Ie2
BI]m FYYEwu, JnbmaY,FleLN TpW+IytgA Y3x 4x05.l"c.FJJuDRWH.Ymk6O +>
ID:T39NAGSMDY&HTTHMlVY3zy31ZLyNJtspE'+X9gp9]OFtlMt H_Ymk%20D%SKx33b
LOAD CASTS) Standad
13)Dead+0.75 Roof Lw(bal.)+0.75(0.6 MMRS WM(Ned.IM)RIOM),Lumber Inmase=1.30,Plele Inareue-1.W
Unddr Loeds(pll)
Ven'.1-3=&5,46-10
CenLelaraad Load,Ob)
Ved'.1=1333
17)Dead+0.75 Roof L.(bel.)+0.75(0.6 MMRS WM(Ned.IM)IV Pmalle0:Lumber It ase-1.60,Piece Increase=1.60
Unlrotm Loads(pll)
VM'.1-3-85,68=10
Ctntemtaled Lro]v Ob)
vat 1=1313
16)Deed+0.75 Roof Live(bel.)+0.75(0.6 MMRS Wnd(Ne0.IM)and Pa IMI) LumbarIncrease=1 60 Plae lnd,ea,e=1.W
Unkm Loads(PIN
ved 18=65,"-10
ConteMreled Lwda 0b)
vVt I--IMO
Qweapp.Vxayeryipnmvmuw Puoxot[s ox rlrrsarAactuoaowrtlt Pa FaP[xc[vna[sxln,m.favnaf5easaRE vsa
Ce+'gnxlEbuxafy vM NrtYemnneows.TryseeAgnumeee�enyupm wramners alwn.ene lsMm neMeuN uxn nenl np
edam BRm we WYNYp sure"ee muX x"ry NeapN %"teeugn wmm�ers vna pnxM�VeurP+ee Yxynlmowlne oanY
'm:Ines":�e�,°"��M"°,emt�IPor�':J�oogel;a . ..aopo.mx�or9�9We m�:b��,nme,.xM MiTek'
n.pape,e4lwry,nemm en0 enunp NlrvSiu vAW v.e 1 Gway LlnxY,D6BN+M BCa BUMIM exlpxea pvrFe F+YgW
6+1xylMumnbn av+JaEYMmTrvu Pxe lnsONe.lONLee 6ba..1nu.aWe]R,/lmNnv PV ID11. f1 Maf0
JM Tuna IusaOTyp pry Ply
ID5]
1.
T" MTIROER .a
6LferFF%rlBpua, ,brpmM,F1aIIN L'alo. pfl Ale.Rea'...", "Po ,.U.23bla Ppel
I0.T33.e9vG5 Y8YxTTNMEPY32-1GGxRM1eMSdNUNWgOns] HHODhy_mz332n
inuirsis 17
3i8 zd13z.?15 ?].13 1.11] Iz.T13 z.T13 zie '
sw =I a
qa= LI 3xa= aM 11 3w= ax.= sed 3.9= m M=
1 3 3 . 3 a7 8 R 10
p 18 18 17 1. 15 H 2i 13 .0 12 29 11
aH As- ax. II >m= aaa II h4 II %b= 2x4 4x6= �.
s asu
PER!O6ada lXY r rl)'0+00881
LOADING(ps0 SPACING- 2-00 CSI. NFL in (bc) /MMI W PLATES GRIP
TCLL ID.O Plot Grip DOL 1.00 TC 0.28 VeH(LL) 4M 1516 -M 360 MTN 244/190
TCOL 10.0 Lumbd DOL 1.00 BC Ge] Vent -0.33 16 a740 240
BCLL 0.0• Rep Sims No NO INS 0.46 Hors(TL) 0.03 11 We marR
SCOL 5.0 Cade FBCWI. PI303] garmil ) Wort 0.12 15 x889 240 Wight:U2 le FT=20M
LUMBER. BRACING.
TOPCHORD 2.4 SP No2 TOP CHORD Stmtlural Wood Neamr,diddly aDDlbtl d 58]«pdNs. excial
BOT CHORD 2x6 SP No 2 and vessels.
WEBS 2x4 SP Nc3 BOT CHORD RiN«ifn8 dir«dY applied or6U-0«breun9.
REACTNLIS. (Ibhve) 2810 I1 ,11=650I
Mn Uplift k-256(LC 4),11--830(LC 21)
Miss Gran,2(M1021(LC 1),1 I�SWLC 2)
FORCES, (p).Max.Canp.RAax,Ten,-Allldtee 250(bl mlea%eewpt wTm Noun.
TOPCHORD 1.20-80.1234,1-2--19234%,2-3-18 2 349 8.3.44211/1224,4 54 2 41/1 22 4,
56-�fi1]I1564.6]�]24/16H.]9JM41644,68=1365923.51 0=13 6 59 2 3,
10.11 -850158)
BOT CHORD 14-19 -158949),1]--21-14949), 1121
8 21-14/461),15162-156NW2
141541564/481],1421-1469(11416,1121414882888,1}222-1469/2868,
12-22-1488/2888
WEBB 1.18-50]/1950,}18-1]12/4W,}1]-2801109.5-1]85539/0,8-14-1095N,
114-1 WI1 W3.112-1855902,10.12-811/13W
NOTES- (10)
1)Top IruutobedwnMJed tcpelaer4-11,(0.131'19 naik 831CbuR:
Top NONawnnede(ins blbuz:2x4-12,16-2 M0.9O«.
%AdenBeftealNobsconneded asb4-1 aven2 esb00ered 140.9-0«.
Webs wore tandoon as red equally
ap mw al G90«.
31 All bensare have been equally appliedball pliedaxwpl6da as(F)
ban)(F)le b«k(B)leve in be LOAD CASE(S)aeabn.Fly to py
wnneclbns neve been Dmvidi(amdbNgst) loe(e notedaeT d(B), id,BODN10pis,rIM;
31 W,: S(di LIP,v;L= bar DM1(}gawp plane gigVaW=I 160 ;TCOLM.2PM;BC0430pa1;M121611;Ctl.11;Exp C;Entl.,GCpIb.18;
MWFRS(mvebeel:Lumbi DOL=1. anster9Np D0L=1.60
4(Provide has been
drainage b nor a 100Wa p«dn8.
6)Thk muss;M1ea been naai8ned nor a 10.0 p1 bdlpn Ndtl live,ba nendnurreM atilt any other I'rve ba(%.
6)-This tluu has been(dgd a darilother mdsters. fwtM10bWcm NON in all area%where(IednBle SB-O tall by 2{YG H(e wlll
Fn�Iwem de boXan oboe end Eny dbar membae.
71 Provide TlEheniCal«nn¢dion(by duel%7 olpress to beenn8 plate caters Me alwM%IenaIng l W Ib uPIHI e1piM(s)exwpl(1'Ib)20=256,
��.
81•Samilgia PtlNbrestr IedW M9 Haab"Member end fixity medal dao used wpp Ma alutysiedna ds)2 of mi.W as.
91 Henger(s)or 92Ib up d 17- Mail NMI be provided colieM to wppan a e desgle(I«d(a)286 b doom mond 1b up(tl
1 appon an(4921b er d 1]Q-t2.an(4921b up et 142-12 w NM1am NON. TM1e(e%pnlwlx40n al wN wnnec4an(evvx(s(is Pe
reap manlft,of d=uO re.
10)TabmanNaduro]proudpaesilary a%anulism,designer pwmponml. as %istrict and useti Nia wmponenlld any
paNculal buWJinB is Me re%ponsiblldy IN IM1e bultlilg designer per ANSI TPI 1 as districts by Ne Wikinp wde.
QWIRMNa.Vvhdav prunuveemaEAd NoiEs oR his s.IM ..tarot FERENCE MOEYFNh m.16 ,a BE FORE e.
pewnmada--N.W M.mnn.ann.7-dean1e e.aed-1n onp..--n1-....b. mnmvvl[ullelN umpdmm.nnu
Mbm Feb.m.,W eiI4lN Gamer mu 1-1 ine.ppl-lacy omealgn P.-en and Ilnem�Ircvrynne lMa MIntr ery the-he
eaM.NG.q enMdre wR.isa bmP...n w�aW mmdmd..id�m.,ed,nen�Unm n�e,nnen.1 �m.nem w.ero MRek-
isawayanwHm MmIM•n Mep>.ow lni wpem a.m.ae. nalne
ouw PmiWu.ose«.paefsa,wnpaompomm and
mem,lmnGn...w.Bann T-pu u%.iw.ae rv.di«m'y snisi(.nm..n"davV.11
.We rw] Tmu rima Dlr PIY iwms]
fileePs iao] rrrwP6n ' y
oWWVFIT6ouru, .VLoniv.Fl99M ibWaMIBA1B YReYINubbv,ln[FXJu.L 1AR0]d AtePp]
0 T331eBUG6vO0Y&tnTiNMZPYIi-1GGryMMArSERIUNM_pOru]R2HH50ncptl_mntln
LORD CASE(S) BYaneaW
1)D&W+Ro LiveWmW InaaaW=1 W,PWeInxase=l.W
UnHmm Laeea(PI)
VW:1-10=100,11-28=-10
Ctnrenea L.W.(W)
Veli:21- W(B)22=16&B)09=169(B)
nwxc nmYaslvnwnmerenen Haifa �gxalHcluoa manom ane eloe na]Iv-eua�nm.fawxleaawwa.
�agu vVonr uve Dory MN MTeW mnneCea ID' eagnuE ony upon pan an Mop wmpaMm,N
eg011 aee x—�v ,e.YRageryarceggn penma.rs enc vrope�e omametna Xesgem o rY ��MR��1111���Ilk
WngaEes�9u axvnlaXY rneMC ar pe Me Wen eXrtleapemnq tiltsVM prtWtYdemePs iarpeneree NPorvr<rganng eN nem EnXip
4 vys reobe�nYereXlon eM Dnan9binaua�anoWUMlem.aev gFYLIMI GnIIrytXxrY.OaBYvnX aC51 BUYCInv ComOenvM T pil dYl�
yhyliRoaima bn evalNele Rom inn PNe Inunme.ire N.W eIM,Sub]12 NeuMna,V/.YG11.
Jet, Tw wS TZ
ON PN
RM Y
HAWS TGIPOFA 1 1
.I.- Jp[[nWe,FlSIIM J'an-Aa ou—shMIMnabs. FpMN111aXM18 Ppe1
10 T331egsG511 Y3
z1NM+PYT-VSyKtdXKOT3JFM2xEN]OM07eem0\kglpeN9z332n
z4n zstw 1 5.x3 1133 1
9415 33i 33t 331 3S1 311 x413 �
6we=1:a1..
2xa II 4m= got II 5x8= ea= sins= as II
Me 2 3 a a ] e
t514 13 12 11 10
15 .2= Sn.M1TM15= ]m10= M 5x13= 3411 5
3B Su=
o- eew woe
u1 9w1
3Yte ORatla fX YF sl6'03110301 f14'D]L 030
WAD ING(pan SPACING- 2.0.0 CSI. DEFL. in (kc) !Hell LM PLATES GRP
TOLL 4DO Piano Grip DOL 143 TC 0.95 _Is_ -0.3112-13 x81] %0 sti 2"1TCDL 10.0 Lumber DOL 1.00 BC 0.85 Ven(TL) U.85 12-13 #gi V. Mi 187/143
BCLL 0.0Rep Stress 1. YES N.B O.N Horz(TL) GAS 9 nh n/a
BCDL 5.0 Code FSC201417PI2007 (M W) S11M(LL) OA112-13 >461 240 VhigM:236 So FT=2099
LUMBER- BRACING-
TOP CHORD 2x4SPNo.2 TOP CHORD SOudunl uvN Heading daidN applied or 2-2L oc Wtlyls, excem
BOTCHORD 2"SPM31 and vemral•.
WEBS 2x45P No.3'Exder SOTCHORD Rgld cen,directly applad or&f 08 oz traWg.
1-15,315,S13,S13,511,7-11,74:2x4 SP Ni
REACTIONS. (IbhUe) t8=52151038,9=5315N310
Mex Uplift 16=488(LC 8),9-488(LC 8)
FORCES. (Ibl-Mar.Camp.Mei Ten.-Nlvus 250(El o'Ieu exropi wfien Roan.
TOP CHORD 1-18�-488]/2352,1-2�-948914]M,2-3•-B469N]58,3d=180939482.45=18663910'1.
55=-15T]e 23,47=15777/ 3,74�196.69=6M3 M
BOTCHORD 1516-21111440,14-15�O6W160B1,1314=8060/180&,12-13=-9&919322,
11-12=9815119222,10-tt�61]9880,410=404>9580
N£BS 1-15=499899H,2-15=-1109923,31Y-]203,5-1,114W207.6-11 3-1588(!105,
0.13-1083(119,N3�1]3/180,54=-118/403,511=,1]93/189],8-11-108]lSt6,
]-11�-331I89Y!],]-11439119],]-9-10XD/5121
NOTES- (10)
1)3gly buss to be a medeb bgdher w8h IOd(0.131'13')polar as falea s:
Top BONS WnnsaM as follizIs 2x4-1 rowot 07-o ori.
Bottom theme Wnnaded as follows'.2x4-t rider at 09c
0 o
Webs wnndYN as folbxs'.2x4-1 mw at O90 oc.
2)Al bads are considered souelhon
y-I' ird to all plies,except it noted as !(F)or beck(B)few in de LOAD CASE(S)section.Ply to pry
mw
derned •neBeen prodded to distribute only leads nora d as(F)or(B),unless odelwi•e scudded.
3)Wind:ASCE]-10;W 1-13 ph(1• d gust)VeW-101mo;TCDD .2W BCD--30pot;h-18ft;Cat.II;Exp Q End.,GC,,> A8;
MWFRS(mvebpa)and CC ENehbh(2)zone',dantlbyerlNlexpose]',pr (Hand M12Mexpo•Bt Iwmembmsandlorries6
MRFRS fer readims order:Lumber DOL=160 plate gpp DOL=f 60
4)Pmyide adequate arae.,.to pmy.water ponding.
5)All pales are MTX plates unless othem ise Indicated.
6)This and,hes been tle5ignetl for A100 pef Mllgn id.Ilse load nuhdmWrtgX wean any oder live bans.
7)'Thi.Lu..hes been tlesgnetl for a live lead of 20.O1 on este bot!—dhi in YA... Tam is rectangle 3441.11 by 244 ends will
Po deaden de dozen MOM and any other members.
8)Prial medhanidatr hnedion(by Mu.)of Waa,to bearing plate capable of vfdstanding IW le uplM at joints)Addend(Klb)1611
Si
9)"Saari pOGibround indud ing heels"Member ear fixity model was used in the analysis and dei ofthIs Wu.
10)numanNadturedprMudkdefignMasanandNMualbuMingz pent ThesuUbiliNandusealdMdanyxhemlwary
PahliWler building Is the responsiblliN M de building deriii per ANSI Tel I es rNerencepbyde building dare.
LOADCASE(S) Stai
Aagn I eru�nlyr�u MTe1®mn fmaon i�la eern9�e aeeea onH xpu[L�E meter aAmn,1dI1u E
Asu evnem, en ,este eW Ing aeegner—In *th-uri tIa, tred,mra—aria prop Md lnGmpo
Ills-1g,Praa.9.�n Mu, w d6 h,a,�al�e�etheieee�e,oarh1rJ'I' 'WIN MOW
eawevrwWr.e mr.aehM+ ropemmm.5[.
steal., aaS..waren..^a en me aeerg miu :ewllaMeme� OPI queaM Crxn[,Datti Biardi rg day-wat Der[>vp Fuera.
.a.,!Hamann evaaep.c 7...Hielnvew..t11lu.hee even...I 111].uexm-111111. Tmw.I Sadta
yp Tnm rvpsTy» 0b PM1' Tntp2aB
slams Tone FUTa6o6x 1 3
&iWse FYYSum. .MMamW,.FleRM ]6a,.WIpAlb WLM trIw, ec Fe JunN70nA eGpa]
ID T33pe8,G5'.OOY6YZTTNMaPV]i-VSaK1�KOMT31FUyEPfN1aK1]aem�1 KMNA�m
LOAD LASEISI Slntlre
t)D ♦Rauf Lipo(WW ):Lu.W Inaeeee=l W,Plat Ines I.W
Uni LwEe(PH))
Van',1-6=N0,416=1 MF=110)
AwI rJa-perry Ntiyn ynnwevnrN nuo Wits OMaws aw Mctw[o—Ka6Fx[r/cE PnaFsn.IJlaiev.low9else[FORF�sc
onry++n MTesdmnnmm.TM1hcesgn ie ea bh nYo�dsennv¢rs sM1om.da rs Baan MPeual^wl p wmgmm M
::"wp e�getipnwm�„semyiM1.. a elpnf^�aM✓anpoMMMl�vvTatlbe�rs MRs '
N ,e:�ds:E6unpsinau�a �aM..M emmm oFpe�:ei ::�1a�`�rvry.mmw"aem:e•m.o�s•�=rfi.�nan�rearoi
�S rpulrea ro.sunliry.n ie mwnap,aran PµarrynO jn,cme a.oe ane BCe aulbep Canpara EWa Fab Fm E1Q
rvei�s`e:"s•.,•au®mxa.vnvJ�a. Miw.n Jm�o
JM
Tests
mfFTyye Dry Ply
9
etxM TG6 MTf9RCBi 1 ea
BJden FYtlBwro, JWvmAe.R99M L]A10aIp1aIDI6NTMIMaeNn.Inu Fn 3mN 1.AH som Peal
ID:T33YBuG5vO0Y83rtTMffetri wgghl XKOTLFbld-7V0500 lKeADi
4 n-3e F ase thea
� iba 118 110 SOI 343 3310
Sale.1'.dog
se,= z4 II 4m= aH 5.0= Ld II see=
d]I 1 I 3 a 5 9 T
1
15 13 13 10 16 a 17 8
Ya II aav0= sID= um= 3i II 4.= 31I
Icer II
OB IX
LOADINGpdr) SPACING- 200 CSI. DEM. F (bo) VOM Us PLATES GRIP
TCLL 40.0 Plate Chip DOL 1.00 TC 01 vi 0.03 410 +998 300 MTM 24x190
TCOL 10.0 Wa0x DOL 1.00 BC 0.'
Ved(RI OA4 8-10 a998 240
BCLL 0.0 • Rep Sness Ina NO MB 0.33 HoddTL) 0.00 11 rile Na
BCDL 5.0 Code FOC2014rtPMlp] (Mebk-M) WM(LL) 0.01 9-10 499 240 V:egm 19410 FT-M%
LUMBER- BRACING-
TOPCHORD 2x4SPNh.3 TOPCHORO SbucNnlwmd atheemnp direly appM ar 80Ompunne, erupt
BOT CHORD 3x6 SP No.2 end nacW.
WEBS 2x4 SP No.3 BOT CHORD Ripa miFB directly applied or Si m aadeg.
REACTIONS. $ache) B=]BSA1-1014=2188N58,11=10IIA}e
Mev UPII00-140(LC 4911=242(LC 4)
FORCES. gb)-Ma.Comp.Mex Ten.-Ntacea 250 ry)akn mwepiwM1en MBAs.
TOPOHORD 1-15=2319,1-2b/1]]8,2O911]07.} I M4,46=103?24,56--14]x265,
6-]=1<]41265,]6�686/112
BOTCHORD 1314=880.0,12-1Y989Po,11-12=-QS ,10.11--1]6N56.10-16=17$955,
9-16-1]fi956
NEBS 1-14-20]9/9,2.14=390)10,}11--]45p,}119(!01,4-11-08199.511-1]&V293,
59 MhHH.88=29WS.]0424x1385
NOTES- (12)
112-p orNcato n chrineae0 ingatler4-1100(0.131513-)nab nlah0x:
Top MBMamnnMMessoll0ildwas 1rower0.9-0oc
BMpn MOMa mnneded es X4-1s:new
W 2 rwn aty9ered rt0.90 bc.
vleba Warded el red d '.2X4-1 mw a1 a40Oe.
PM`
2)All connections
are mnsaeard egually topper ow ad onlyhis,Uexmp RMbd nRant(F)or beck(B)command
i In Na LOAD CASE(5)eedlm.Ply b per
cgW ASCE M1BM been prodkedI Wmph to sidond g st) bade hoped n(F)x(B),unksa DLeGin eight;
3)WW ASCE]90;VM=1 Lumber
D (}sa0pl Bon)Veal-101mpM1;TCDL=4.2pN;BCDL9 OpEF,h=1011:Cat IL Erp Q End.,GCpI-0.10:
MNFRS(envdape);Wmbx 0OL=i60"a sending.DOL-1.60
4)Provided has ben design to Prevent weld Amar d.
5)-hiss tunnbeenn designed
rota 10.0 pasbMom MOMIvabedom add alwrM1any oNxw ipada.
fi)dThiEimaa has beentlesgnedd a of IgMe b OPn on the bonds Moro Yi an areae aides reaaneb 3-601aII by z-09 WdeW
LIeeddhe rich bosom MOMantlad,here)members.
T)Povae maMntrsl command
ind(by others)01 muse to bnnn8 plate npable g.
3)Povae mdTmkal mnnedion(by others)of muse to bnnnB Plate upMle 0viernendin81W Ih uplift atjhlnIXa)mtcepl @fib)3=140,
n=zea.
9)WBY unlg1,z,3,4,en 6.],g,5,m,11, ae0 is 1s,iBn,ton.Emave beenmMiFle1 Betaine deelgnermuA review Inde 10
vxierNat May am xrteq fix the Im an M em eNiairvn.
11)-a nems) rHMbrcakz indon ca them'Member end horrid
mode was espp support Ne Weyate antl ods)I aerarand s.A
it)I Mg4.anaane)conManan doupArmai 1Mbe and 195o dower t to and35touconcentratedg-5-4a rooms)195Idloan AM 35eaupio
12Sd,and 195 b Mean end 35 b is a 1b5<,and 195 to down and 351b up at 1&S4 an babm Maly. The design/sebMm a
EUM cmnedm device(e)is ere reapmasan iaaM1en.
tz)TM1'n manaxtwed theua'ndnlBnMeae intlmg designer Per
-s wnMlciry eM unathis com, Iw any
peNmler bulking Is iM1e responnbllny of Me banking dngnx per AN51 TPI 1 Be referenced by ere bulamg uMe.
�� µf ly 'n xeeg NpnyEm re enwEER ,P, aW2xroa=,.RE mE hi
�•
t
ronewriN Iry a pnNmm�eneanJonaa Ivry mlame awn
se"eo, br9an0iryanaiememcorav+mpsWaepemnminryryaneP�eWMd +geForgm.-gutleelaw memend-re MITek
M1wu�lon. rope tli
Me
enelmeNMuyolinaveneMuw Mems, ee elXyf.M+N,pB6xme nOUMIry Cempwwnl eN PVYeEM
Nrder-n- ed'e klnaninm HNelnneW,ltaN.Leedae.w--uwwswd-.Vn1111 . Teye,a 3eeth
JcE 'm. It.TySe DN PIY rOBtfRaa
B1BW5 Tedi iOInDER 2
Bien.FllelEwu, JVAomM,Fl]9H ) T;IWI BN18 MM\NNM41a Fa.An2i leXNAtB P1yR
ID:TAtLeAGSVODY6]nTTHMZPV3t-VF9K193(OT31FEpvFADDeILOa]BhplpeNOa3t2m
LOADCASE(S) SlandaM
17 Deva+ROMLNe(mlenaedl'.Wmber Inaeau-1.00,Plele Inoeew=1.00
UnINaml Lal)
Val,-1-7-0=10D 8-15=10
Le"
Con«MVrt 1-14 (lb)Veda=t Lima g_195(F)tfi vmWrftemaasa )
2)DOM! 0.75 Live(IVMrceE):LumMrInaedse=L00,Plate InGeaee-1.W
WMarm Lma1-7
VBn:1-0-{0,6-15>10
LanceMVan Leads(lb)
Ved:1=1 able Mic 6GF)16=16GF)1T-180(F)
91 DOM+Uninbabpv) Adic Nfi1wul51arage:Lumber Increem=135,Plate Increase-135
UntlCnn Vaed9 7=
Vast:1-7=M, -30
6(n«MVan iLeads81(D)
V6 MIW SWnd(Pom In-09(F)P>991F1
q Deea+0e MKFR6 Nnntl(Pos.IMemep LM:LumOa Increase-1.80,Plate Increase=160
Unilam Lavas(WI
Van: -0= id) -6
Cmca�Valea leads did)(IG)
Vert'.1-&5 dams( 15.36(FIaT•Right:
51 DOM+0.6 MWFRS NMa(POs.Internal)RI9111:WmEer Increase=t 69,Plek Increaee.l.fi0
Un6ortn Lore 7gn
-t
vaa-u
ta ,&1s-6
GanceniVart Load.
Vent 1- 91(11 17=M(F)
6)Dead+O.fi MNRS Nna(Nag,IMa .I) ieMLu
mM Inveme=1.60.Plate Increase=1.80
Unilonn Loads(PIf)
Van:1-7-0,&15.-10
Concentrated LDeds(Ib)
Van A99=66(F)16--66(F)17-EGF)
])Deed+0.6 MV.FRS 4MM(Net.Insetted)Right:Lumber Increase=169.Plea Incream=1.80
Urgent LOWS(M)
VM:1-1�,8-15=10
Can.mraled Loads(lb)
Vert:1=8099�GF116=6GF)17�(F)
6)DOM+0.6 MNFRS WM(Pm.IMemep tY Parallel:LumMr Increme-1.60,Plea Incrmse=1.89
Unlleml LOW.(PM)
VMV 14-25,8&15
Concentrated Laura(IE)
Van I= 59.35(F)16.3GF)17�5(F)
9)DOM+0.6 MNFRS Wind(P«.thermal)2nd PaNe[Wmaer Inaream=160 Plate Inmace=1.60
Unloml L«ds(pf0
Vert 1-0=25,&15=6
Ccn«rated LAWS 0b)
Ven:1-E5 9=M(F)I S. FI 17-35(F)
10)DOM+06M RS Wna(Pm.amemph Yd Parallel:LumEa Inseam-1 W,Plane Inueaze=160
Un6am L«d.(Pll)
VW:1-0=25.&15=6
c«oamated Laws that
Ven:1-659=35(F)l6=36((71]-35(F)
11)Deed+06MNRSV d(Pas.IMa ONIIPBR lLumbermamas=l6q Plate Inareem-1.60
UnMam Loads(pM)
Van 1-]-25.&15•E
GmceMraiea LOWS Ob)
Van 8 9=35(F)I8 (F)1T-35(F)
12)DOM+0.6li Wind(Net.Oriental)1st Parallel Lumber Inseam-160,Plate lmt aM=1.80
UnMam Leads(Pat
Vert 1-0-0,&15=10
L«oeMMad Leads(A)
Van Ie,a69&6GF)16=68(F)17�(F)
13)DOM+0.6 MNFRS"d(N".Internal)2nd pmes:Wmber Inn M=160,Plate Inermm-1.60
Unit.Lm0s(pll)
VW:14�,&15=10
C«oentreted Load.Ob)
Vert:t�9--66(F)16- F)17~)
14)DOM:WmL Inwae=0.9D PMte la.-D.90 PR meIakO.M
Unilam LaM.(ql)
Van:1 7-20,&15-10
Concentrated Loeda that
Veit 1-6124 53(()18=53(F)17-63(F)
15)Dmd+O.TS Rcol Live(bal.)+0]6(0.6 MNFRS Wma(Ned.Int)Left):Lumber Inaeaae=l.M,PIY,In..M=l W
Uniform Wad.(PIN)
VM:1-]-fi 8-I!i-1D
G011«Iwaiea
Leads(lb)
VM 1-13339-169(F)16-169(F)17=169(F)
La --
wnm.nnmaameoaoim oe lws.wa metuomwiaK aErtxaxca/.taE.oina m..,a�v wrte.eeeevors.mnemn..eme wm.ate.n..ermm.mvme:oonvolp.avnylen� n PmeaeR.
me� YW..Om IRale n.-eeeeerd aeiee�Sue:]ta0lvaMµ VAP 3tRWe.ImeMnl..oaBY.n.aCa OUWIN GnPnnne Ta. -1
3m rwe lose rime atr Pry
worse
elwm rur rmpm 2
weuxarx�.«, ,.wmwe.Rvzu ao.ro,femrawxlwm..ar.Fnaopuumamre vy.x
IO:T99N9eG5 W OY&NTiNMIDY3i-V SyK1�KOTSJFEI9KEPDOa1L6QW apt pe WM333n
LWD CASES) S ae
191De .0.75RmltN ( .)+0.75(0.6MW RS\MM(Ne9.IM)Ri9M):Lumber Inve -1.50.Plate Inas -160
Untlwm WO .(pn
Ven:1.7=65.&15=10
COnp WLoads(lb)
Vm:1=13335=169(F)16=159(F)17=189(F)
17)Dead+0.75 Roof Live(b L)+0]5(08~RS WM(Ne .IMI 1st PeMlep:Lumber Ina ase-1 60,Plate Inrrmm=160
Unibnn LOeds(pin
Ven:1-7=85,&1 t10
cvnlanVeled LOa]e Qb)
VeM 1--03359=189(F)16=169(F)17=169(F)
18)Dmd+075 Roof Live(bel.)+0.75(0.6~RS WW(Ne .IM)Mo Pamkl):Lumber Inve ,I.W,Plate Invreese=l6O
Unrtorm Loads(p5)
Ven'.1-7=85,&1A10
Commnwted LOMB(lb)
Vel 1=13338-189(F)18=189(F117-169(F)
Q wlawm-wrrty aagnvrramereraa+f a[noxa,ex ox mrsaxorxcwc[oarrxEK REREFExeE pI6Eb e[!w[usa
esunwaaroru»orryrm xneMwnngora.ins eeae�laeaw enry.pan wnnieun xwn,enebb pnmt nd
asyabm.BXae uu lM1e WbNp peagnermm rcMy ea YUEYUV eleerlpn penmwneM pignl nmp
mpagpo 6mc.p�:mulva aropwmuuealnpml.emeirrva...e.rewarxa m.mena«F. K Mrrow
aNrya npulne rar naEYilya pew WapaerN raaLLW pewv'FryryaM prcwnyEmµ a
vrmn,arp¢y,dxiarypernm7ane enengarrvaveaeneuuaarynnaw argyrglyallry CXnN,O5ed9 mY BC51BWCIry Cenw«M 9W1paIEa l
ino.mnmo aw om maaps.I.xwr..xrex.t«awr.ae.en.w.,MM.vaxxer+ nmw.rL aea1b
JM Twe wsT1Te ON Py
X
a1a0.V iG10 FlATGIPGEP Z
&YbaaFM3cum. JVYgisY.Fl3P]M ]bWFMla AIa MTeF InMNMe.M1C Fn Junb112B'.3]A1BPp1
ID:T3NRrG5eODy03rcTTM1zPV3]-x0.FxVyJnB9aIIlV1M16N6BEIN3.¢G 583h3V1
usi +est
lA1f ?].ts 3-]-ts l-].0 3-]-1s ?at+
srel.=fsN+
m II 3x+0= m II 5b= 2w II the=
- 2 a
12 t3 11 +a fo 9 3
we- w ass
14 13
mil e=
2-7-15
Palms as X 1201
L0AOING Iw9 SPACING- 2-00 CSI. DEFL in (pc) 9de0 Led PLATES GRIP
TCM 0&0 PBk Gnp DOL T. TC O.de Ven(LL) -0.0]1611 x999 900 MT20 20090
iWL 10.0 Lumber DOL 1.00 BC 0.18 Vol 4.11 1611 x998 200
BCLL 0.0 ' Rep Sheu Men NO WB 0.05 Hearl 0.01 8 net We
BCDL 5.0 Code FBC2010RPI200] IMeukatl VVIl ) 0.0310.11 >998 200 Might.1808 FT=2o%
LUMBER- BRACNIG.
TOP CHORD 2e0 SP NDS TOP CHORD SWtluralwwdaM1UMing Olrery apded OrB-09«porins, exodi
BOTCNORD 2x6 SP No.2 and vert«Is.
All 2x4 SP No3 BOTCHORD Rigldrellingdiyethapplkdorl -0 oold ing, Except
6-0L ve bracing 1314.
REACTIONS. All level 2- ebvicep1(jt=ki Sir 1-10.
(Ib)- My Uplill All uplift 100 to w kss W FRMS)boom 14-661)(1-C 1).Y-16](LC dL 13�385(LD 6)
Mm Grey All reaMons 25010 or kss al James)14 except 0=Bl21LL1),is=21]B(LC 1),1Y21]&LC 1)
FORCE& Bb).Maz.Comp.Alex.Ten.-AIIMr s250(lb)«Mssex«piw Mawr.
TOP CHORD 1-11-]9/195,1-2--29L1819,2-9=29211619,3a=NS]Id35.03=205]/035,
52--1]80011,S]=1]6001 3T/130
BOTCHORD 12-13--110883,12-15ii-T1&'6M,&1.11-111-15-1101fi63.11-08ir,50N20]d.10.16-5D9rzBTd.
L10-�`OBI28]l
WEBS 1-13=1629(190.2-11841153-9=2&067.7-311=33]/190],S11=W3/]9.
510-29rz]B.SA=f180rz10,81=2515],]-�0OSI1]2B
NOTES- (11)
1)2-pywe obeoubminedmgetMrwM1Dd ID.131'xs')nails as rollowe:
Topomch issnarededlasVfollo2x goo-2 ets stage
00es annldawaftedea .4-I goo mays staggered elaA-0«.
Websdeam tod a.id Idlows:2xd-t mw et OBO«.
2)paba0sm mnabeen equally applied toall plies,except ad asO hostSit 0rbeck(B)Breeh Me LOAD CASES)eetli«.PywPly
wmari«e 7.10 been pmviri to aeslnbute only loads n01M u(F) L(B),unless 131--&as Mehemet.
m;
3)Wbld:ASCE elft V Lumber
L=I W plate
gust)Vasd=101mg1',TCDL4]psl;BOOL=3.OpY:M1=1811;Col.11;Exp C.EnM,GCpi=0.10:
MRnds (dTuate a;LumberDOLent eplateenp DOL=160
d)PmWde adequate drainage to for a 10 water ponding.
5)Thls Wu has been designed fora 10.0 pesf ado f 20 chord live load n«mnrunMl wilM1 my other live leads
6)am.has been designed bread lernmem 0.9ps1 on the botlan MON in all areas WlenenxBn9k 3£0tall by 2-09 aides T
B between Pe bottom MON and anMom)members.
])PmWde meM:mi,el«nnection(by mom)Waves belong plate capable
0.
0)andWde nnManiuj eMn3Mon(by olM1an)olirvuto beetnp plate tapable a(wBM1atending 88016 uplM Hjoinl N,tq to uIMMI al Joint B
BM 3850 uplift et joint 13.
10)Hmillgid orothe9ksinRJdingseals'Memberendvi ie mnar ares used in Bementranalysis aM del 95toof arms.
10)Hamill oroNawnneMm devicels)shall bete M,d and Mnttuauppon on
lhord heerdwmend 35 B up at &9d.
eM 1951E dawn and 351E up, TO9i,and 195 0 down and 351E up tl 831 m bottom chord The dealpn/aekdion M a«s
This
manufactured
)ie Me iu onsign iii aMo1M1ers.
11)parmenukdure0pMe re is designedase lulkingu ebuilding correlation,TPI Thesurshrovy endure W0b ccmpanenl for any
penbJly Wildng is Me teaponsibiliry of Me bu Wing designer per ANSI TPI1 as Merenced Eytse pull cMe.
LOADCASE(S) Skndsd
QwaeMrA vwryee.in tx.m+v,wxeao tares ox msacro uclvaeo Mrtx e[.[nFMcsradswins m.marNe+s Morreaves.
rgn vlldbrvs;bny MMNIM�M en,Tni,o<59'M1e epplubieryd�Eiw ewersMsnmm,e Mulw MrcbvL eulMlnp¢mpnenlnm
=q..,m.,,ve . r.m «.. ptlm.e�.de,gnlmolbeoaae MITe '
uainere�eea�ee�'^eluMe Pe..rJ bnwep dlneme.alwsswa,ne�mom m.mllaaam lampnan,ne penn.m.IbaM.p
w - oneee.r�.m'"aw PT+emmMpm rnn poa,lwe pwSmN mw wwerewmae.Fde.nw+e.Naw r.pwee me
.A rsV ry.er.tlblaManon9^1 w..n.na irvsssynum.tee saaymt yuenamn+a.G3aM.na«N eWTp cmmpbrMM e6WPW en19W
1sum,IM n--m.Irwn Tw,RTe mueue.Ia N.Lee oree.sue.311.NVMIx V-"es" ieny.R sm.
P Tw wn Type Ory Pry
dtl
e1BBC5 T410 FlAT fNGEA ae
LRI
&iYVFM&uin, JVYvnmM.Fl]II1a L]61nePprB hl PYeklrWNrei loci ]3uzG S3
IO:TitleBaG5u00YftnTlNM1hPY3'+-zeOIFZYy9nB9sIttVyR31R99E1&SuzG SBYz33]1
LO CASE(S) SIneW
1)MW♦RW LM�Ee)e ):LumE Inue -l.W,Plele Ina w=l.M
Uni LOW.(pX)
Ven:1-0=100,S14=10
CenmMM a Loetla)L)
Ven,10=195(B)15=195)0)16=195(B)
Qwe w.wrayavgnpaxmrrre..eauO.. .UTxsexo rxc.unnwrt�e[.[x[xcEr�cF.w� ll-.rse .a[.
Ia v�N MieaWwnnwxa iMaMvg�evYC onryuon peramelere Nuun,am�v reran Jlnp mman
ulY4q Ma'gnx mun wMy Tyol Jerpn panmelers anO prepinwq
'.."�a nee rd�s�iFwxxmu w��n m�m�ww°Ilrmae nee..aro�rnon m.ma�.x F. x��nra in^ °"I`"° MITek'
wraWXWY. p,nMnvnarvY. m<;WxCaq lrxeeMa
NaMbXrM'em'lim end ervn9 ar`irv:w NNU N+rene�seae uaN%I ou�M cm.n..osBde.nanvauWlN exnpxxm Fl
.>w1.1 p
sr:ryi'mmrmnmo awiml.rom Txx wie moons.zle n.r..so.n.s�..arz.ae.aae,,..vnmra Txe., lo
Jm T. True in Oy IT, raaz]TI
et i]s LOII
FLAT: 1. Z
&MM e
IB
A
NXBauM. JedmnWe,Fl]aaM ].610eIp1eAla MrtMIrMYMe.IZ MJun3111R9]1 Pg1
IO:T33MP.G5vO0YdhT1NnI]PV3'IAOVSJVas'SJOUv33Yq]13PHLebr' to eBIb5x33M
ria s10- a eba
ypy 1-161] 1-+69 41619 xA9
1&A
U4
L4 11 an= byee II 5iw=
gg_ 3 a sn _ 5 0
is
p 1nblD
1a +0 B i
Svtl- x.1011 0 x=
a andII
and II
Ld Pi GRIP
LOADING(paid SPACING- 2.00 CSI. DEFL. an (yon, me
TCLL 40.0 Plate Grip VOL 1.00 TC 0.64 VeNLL) 8.10 310 x989 380 MRO 244/190
TCDL 10.0 Lumber DOL 1.00 SC 0.55 Vai 4.17 310 s688 240
BCLL 0.0 ' Rep Sbeae Ma NO veB 0.82 Hai 0.02 ) We We
CDL 0 Coo FBC204gP11001 (Mable-M) WSnO(LL7 004 10 .988 240 NapM:1050 FT•20%
LUMBER- BRACING-
TOPCHORD 2S4 SP No.2 TOPCHORD S =mlw Me ingdlr MyaDpbedor3 l4a pHins, except
BOT CHORD 2x6 SP M 26 and verbcoM.
WEBS 2x4 SP NoS'Exrept' BOT CHORD Rgld calling directly applied or 1000 ec becing.
1-11311,4-0.68:2x4 Be N0.2
REACTIONS. (Events) 12.34)01118,]=281&0.30
Max UPM12 -WLC4),74 LC4)
Max Gm 12-311),)=2092(LC 2)
FORCES. (M)-MMC.Comp.Rday.Ten.-M forwe250(Ib)orla�e axcoptwMm Morn.
TOPCHORD 1-12-28121498,1-2=553)956.2-]•S52]988,34-8814/1515,45-41221]85,
Mier-4722ni 61=2423i0
BOTCHORD 12-13=65567,it-13-6598),1111�1515Po814,1114-15158814,314-1515]0914.
315-15458914,8-15-15158914,618•J8806,]-1fi-48808
WEBS 1-11-100915780.311-3184849.110•-2591168449=32111843,4848%852,
88.82514958
NOTES. (10)
1)2-pymussto disconnected nbgMherwen IM(0.131Nr)nails slanginess:
Top Mm
OMe cneged asfulowe 2x4.1 mural0174 M
BMW troutmne ted as milovls commented as
2x6-2 rant Maggefed M 160 cd.
Max xnneaed as fdbws'.2x4-1 raw st IN"ac
ro
2)M beds aconsidered sour,,applied to all plies,di d noted as Mann(F)0r beck(B)fawn Me LOAD CASE(S)moon.Ply to py
comedians haver been provided b distribute only beats noted re(F)or(B),where addresses released.
W rid:ASCE bio;Vub=l Sgurm(3senc nd gust)Vasd=181moln TCDL•4.1pef BCDL=3,(g d,h=1M;Cat.11:Exp C:End.,GCpWde,
MWFRS ye vebpe)',Lumber DOL=180 plate grip DOL=180
4)Provide adequate drainage to prevent water ponding.
5)no Must has been designed fora 100 an bottom MaN Use load n011mnwrt0nt sen any sots IM belle.
6)'This muse has bean designed for alive bad or 20.0101 on the batlam dwN an A areas wfiere a rectangle NM WI by 2O wide will
fit between the bMan dwd and any caner member.
7)Proves meMenital mnnMlon(by oMm)of Max to box,g pleb Capable M whnstending 648 to uplift M joint 12 end 460 M UPIM at
pint 1.
8)-Se r rgld pnMbmke Including hi Member end May model was used in the analysis and dough antis tensa.
9)Hari or aN«mnneabn devices)Men be provided settle,to wppon concentrated bedp)1087 M amen M 8-44,1248 to
dorm and 221 M up M 1-7-12,12"to dawn and 221 M on st 17-12,and 12" le dwn and 221 Ib up M d-5.4 and 1248 M dcam and
221 M up M Bi an boom Mad. lee desgnlselMion of such connetlbn devire(s)is the responsibility 0f other.
10)not manufactured product is designed as an individual building component. The sunabNly and use MMis wmponentla any
peHpda Wilding is Me responMvliry M the bu ld'mg designer Per ANSI TPI+ae rMaencee by Me building rode.
LOAD CASE(S) Standard
Qexpense.si enw P+m+•s+Reas Mora oe rely Aro lrxcwpso unax mays ecce rabe.11,-Isomers Moicamwa.
91 krue.xi qN green cnMm This mqn a been ri upm Pmemners uwm.soda e,min ov inu Me Iii,ne o'wrrl
ws¢ is, .bneee Wl--vinxmutlsore Neggxs"o,Oeepn rereenssev " nv
inv e..vir Braana lnaimee 1.r.9re mew0igarlmNevunrue..eb.narorrPnm ma e.s>+a.weiwm Nnuu�nppemurem Mtlm �Y1!
is were rm.lree wr a.buM.m �+emr.we.rn v�rms«wn.I�n�.y.m ornbem aM.9.. orv.n.�, a ewe
wveyesnw.wmerw Ainx-eve smml auew em.anu..osen.na eau eiaame eumPwia T Pent and
rei"abons roo zvvi'ae'k err 1.PWe mode Nem lu scan.Aube 11 Avossevnmv.
JM Trvee nua Type Ory Ply
RCe]Yt
8tBeM t fUT4WEA 1 as
au.ncausatu. J.wonH.,FlapEaa TYOeM IF.11 MLLIk 1.ueNea.I-1n Jun 2411.11 Ale Ppa3
ID TAMePfav0OYflYxII PY31-Rg $JYew OUvS33 13PHLtl R7LVBIGfi3
LOADCASE(SI ftnEerE
11 Deaq t Rauf Live(belenu0):LumMr Inveeewl.CO.Plate Increase=1.00
unHorm Loads(ptD
vert:14-100,7-12=10
CmOeMAW Load.(le)
Vert:I0 l248(a)13-1249(6)11=1 0(R)I 1348(e)1E-3a9(8)
gagv aYIEf REEEREMCEPRIEROOI BEFORE t
My mM xeeg N yaraMen Ywn.W'o lu IGry Pon YE
.BB,
B Me q eerily % pn paraMenxM pquy ryo p4 4 rn
.RE.;R,�n&w�aaMY"a:mr.pa""m wao:W
mld. oaaI.IeLI—psea..gti m:n�e:spe 'oRmwBRI er �F" lMc.naul OR.
eamma -.1.1,,1. rvss IBIIFw ,,IulNivv "w�...ba.arecranee�`"Ilan"i.
prampemm
.kd IT. nw TYTe Dy Py TrvaMx
eta0.15 T41x N TWggh Z
&e]av FYalapum. YWmab.Fl]]2M 02016WTMIMUWaIne.IiiInb le]elq A10Pq,
DT911e9.43e0DV8]nT1NM1frPY3't-v1N592GOR1821FMjacQ N1NADNGIMYN21
4pe tN-x ,6P10
zstz ?s12 x-s,z ?r,z zSd
sw.-bu.T
m l l be s m l l aN= m l l bas m l l .12=
14.2 2 ] • 5 e ] e 0
17 19 ,5 rt ,] ,x
10 U12= roto= $10= m 410= m atx= e
9W= Y9
ilia
ase
Plak fl I 1 116 7O It 81
LOADI "b" FSPA 24W C81. GEPL. 1 (bcl >Me0 t/d PLATES GRIP
TCLL 40.0DOL 1.00 TC 0.9] VE0(LL) 0.91 14 host 300 MT20 GRIPTCDL 10.0OL t00 BO080Veri(IL) -0.90 16 h24] 240
BOLL 0.0 ' In. NO Am 0.91 Harz(IL) 0.09 19 Ne ne
BCDL So201411PI2001 (Mah0t-M) Wn0(LL) 0.1] 14 >99B 240 Alegi.21511, FT-20%
LUMBER- BRACING{
TOP CHORD 2x4SPNo.1£xmPl' TOPLHORD SmaM.i.daheerhblgdiMMeyapplIWer1-7-12.NHina, ni
]A:2x4 SP Nat am In .
BOTOHORD 26SPM26 BOT CHORD Rqb III direMy applied or 1000 no bradng.
REBS 2x4 SP NA3•Exeepl•
1-1T,&1],3l 5,&l 5,5-13,]-13,]-11,&11:2x4 SP No,2
REACIRONS. ON.") 10=3346Ib5A,19U0181(0.sA0♦boring bbG) (rp.1,t-15)
FORCES. On-Max.Comp/Mex.Ten.-All ares 260(Ib)or leu erred when shnAn.
TOP CHORD J-18-2820M,1-2,-6367M,23=8]8]10.34=1]]9]0,4-5=13]9]0,58=139550,
6-7=13B55ro,7-8-6501M,&S-6501M.9.10.0544
BOTCHORD 1]-189140,1&1]1,111]55,15-15-0111]53,14-15-0115002,11140115]02,
12-131,111899,11-12=W1188],10-11-N894
MEBS 1-1]1,10415,2-1]--440.0,117>51!9 3-16=0/126,3-t5=012212,4-15-40010.
5-15=2W310.5l,I8MS9,513=19690,& &-
14010,]-13.0211],]-12- 50,
]-11--50410.&1143110,9111,18205
NOTES. (10)
11 Top Wu to xh cannd as i Lagar 2tul-l 1 W(0.131'13'1 nalb eslolbu'.
TaP MtorCs mnnedeE as rolbaa'.2x4-1-2 atb]-0oc
Bdldn MVEa eonnedW as2X4-I.2116-2"balpgaetl ffi 64o ec.
1Veps ynne con as kcm eq:a4-prow at 690 oc.
2)All becs we wrmbeen equally b to plies,axroq 9notes ) pant(F)ior m Wh(B)la¢in at LOAD CASE(S)WaHon.Ply to ply
mePNo bWbeenpk1Z'ItotllnrlbNe only loess nob0 as(F)n(B),unless (O.l3ltae I)naAstl.
3)Per SP Na.3 beannq Mock 12'bnq mp. atMUeE b exll lace wi1M1 2 mAa o110tl(O.t3T'z3'7 naAs apesetl 3"o.c.0 Trial Hatenen
pard AS Bearing is assume]to be Bp No.2.
q Wfna ASCE 7-10;Vull=l3Gnph(lsetxnd guM)Vud=101mph;TCDL42Pep,BLOL-J.Opst,M1=181t;Cel.ll:EzP F End.,GCDia0.10;
gnp DOL-1.60
O (envebpel entlCL Ee1erv4(2)zone;Ct ror menwera antfomesd NfWFRS MreeGroneMwm;LumDsrDOL-1.E0 pile
qnp DOL
5)Provide adequate e.the tlninagn l0We 10wIn ponding.
6)Ttlbiluu Ilanbeen delgnM lar 10.0 paibaftean d of200pid Ywballt.bMeumnl wren ea81er IIVeleads
angle
])•Thisirvsa Ilu been oeaigneE for a INe beo a120.Opal on the bollam MON In all areas Mlme a uclengle 3dOtall by 2-00 wbe w9
Or between Ne III.MON and any mM1x members.
B)Bearingal IOM(s)18,19mnsdemPmiMltograinVWeushg ANSI"I1al Wtograin%muWa BuibilgdulgnersM1mMVeMy
dipwity of bearing W iaee.
9)-S="gW DdMOleaks m Wding babls"Member and holy mMN wu used in 1M analysis and dealgn of Nis buss.
10)The manNxWred antiques Is deegi as an IndvAual Wilding cemWnML T e adabilby and use al Nis mmpmenlfa any
panid lar Wilding is Ms respambdM1y of the bulbing designer per ANSI TPI 1 as referenUd oythe Wilding bode.
LOAD CASE(5) SlandaN
Q WxaatWVVXry WIyn PannelmuMRFxUAtl rt50N1XSIMaXICLIpEO M1Ex REFEFENCEFIOEWelF]m.faPVNfE BEFORE USE.
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nw"aW:seee:g�ae a.os��elvlm l.�a Rewm eawlWM meMeawwe.w�aro.mpm memde,oay..m.l pna.e o-aero
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9alerylmeimniun aeaiWAelmm iruu Rne Inavw,]10 X.Lw8uw.8uAe]12.NenMv.VA2R]Il TvmPo.R]MIO
m
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i F- 2L wr
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an.�s
aa� 2,
f a ZM
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12.
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z
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fil
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as I i F , C.)
11 -H 11 .0
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ID T33hAG5v00Y8N MxPY3i-v1N3gaCOM831 FMJWgGYMNADNGIIdTj
LOAD CASE(S) B ndr
1)DmE r Ra Lwe( BWnr ):LumE r Il M=1.00.PIMA Ina ae 1.00
Unff: l Lc ds(FA)
VM 1-8-3/0.1618-1=F-110
Q W�aMw�VMry NLynpnmermvne PE.vONOTE50NT6IlID PCWOFOYIEIt PFEEKNLE yI4E m.MwrzoI56EFORE Y]E
yqn valleloruse onryawMnMrtekLeonzvors.lrtf eeYgn YOm]oryy p>n pennienve�.vM4Man In ipinq ramPoaem,nW
ew�em.Pa a eruieng eevpnermuS w0ryuevFWuYryWMelp. vNprYMnru eeegn lmorne overall ��
Wildry �e. enunylMiezree lemrememwn.w�.y aYaw+lm.swe.wle,e°�qa m.m�o.F. m ..aewarva.e pm�..wreaare
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YpY l uMion nelwry nmlmvne mune ...21. wvs gbl0m.r µOyrpl GUllycMn..osRaS arae ecF 6Yllalnq cempmn aWvhrNE..B.tl.
8]wylnlmnYme awiPwlmm rnwFmN.anN..]IexwsnY.n�..v].ew.mn.vnmu. rMew.Ft]ealo
August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2
��Q OMFTek USA,Inc. Page 1 of 1
Note:T-Bracing! Bracing to used when continuous lateral bracing
is impractical.
I-
.T-Brace/ Brace must rover 909/6 of web length.
=Fa Note:This detail NOT to be used to convert T-Brace/I-Brace
MiTek USA,Inc. webs to continuous lateral braced webs.
Nailing Pattern Brace Size
T-Brace size Nail Size Nail Spacing for One-PIy Truss
2x4 or 2x6 or 2x8 10d 6"O.C. Specified Continuous
Rows of Lateral Bracing
Note: Nail along entire length of T-Brace/I-Brace F Web Size 1 2
(On Two-Plys Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace
2x6 2x6 T-Brace 2x61-Brace
2x8 2x8 T-Brace 2x8 I-Brace
Nails
Brace Size
for Two-Ply Truss
Specified Continuous
+ ' Rows of Lateral Bracing
SPACING Web Size 1 2
2x3 or 2x4 2x4 T-Brace 2x4 I-Brace
+ 2x6 2x6 T-Brace 2x6 I-Brace
WEB
2x8 2x8 T-Brace 2x81-Brace
T-Brace/I-Brace must be same species
+
T-BRACE and grade(or better)as web member.
Neils / Section Detail
Eso T-Brace
Web
Nails
W° I-Brace
14.01)�
FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND1
MiTek USA,Inc. Page 1 Of 1
QQQQGENERAL SPECIFICATIONS
00 1.NAIL SIZE-3'X 0.131'=10E
D=D LIQ 2.WOOD SCREW=3'WS3 USP OR EQUIVALENT
DO NOT USE DRYWALL OR DECKING TYPE SCREW
MRek USA,Inc. 3.INSTALL VALLEY TRUSSES I24-O.C.MAXIMUM)AND
SECURE PER DETAIL A
GABLE END,COMMON TRUSS 4.BRACE VALLEY WEBS IN ACCORDANCE WITH THE
ORGIRDERTRUSS INDIVIDUAL DESIGN DRAWINGS.
5.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING
EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
6.NAILING DONE PER NDS-01
7.VALLEY STUD SPACING NOT TO EXCEED 4B"O.C.
BASETRUSSES
VALIEYTRUSS TYPICAL
VALLEYTRUSSTYPICAL GABLE END,COMMON TRUSS
B 1z OR GIRDER TRUSS
SEE DETAIL
A BELOW(iYP.)
SECURE VALLEY TRUSS WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH
W/ONE ROW OF 100 WIND DESIGN PER ASCE 7-10 160 MPH
NAILS 6'O.C. MAX MEAN HOOF HEIGHT=30 FEET
ROOF PITCH.MINIMUM 3/12 MAXIMUM W12
ATTACH 2x4 CONTINUOUS N0.2 SYP CATEGORY II BUILDING
TO THE ROOF W/TWO USP WS3(1/4'X3') EXPOSURE
WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE:1.60
MAX TOP CHORD REDUCE DEADTAL AD-LOAD O 6 P
MAX SPACING=24'0.C.IBASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF
ON THE TRUSSES
DETAIL A
IN O SHEATHING)
N.T.S.
° �JANUARY 28, 2015 LATERAL TOE-NAIL DETAIL ST-TOENAIL SP
MRek uSA.lnc Page 1 Of 1
NOTES:
1.TOE-NAILS SHALLUL DRIVEN AT AN ANGLE IL 45 DEGREES WITH THE MEMBER
n_ AND MUSTHAVE CK CORNER OF THEL WOOD ME EREN ST AS OWN. THROUGH AND
LJVL Ju EXIT AT HE BACK EDGE
ISTN E,AND SEND AS SH OWN.
2.THE ENO DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
MITek USA,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES
FOR MEMBERS OF DIFFERENT SPECIES.
THIS DETAIL APPLICABLE TO THE
OE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) THREE END DETAILS SHOWN BELOW
DIAM. SP DF HF SPF SPFS
Zp .191 98.0 80.6 69.9 88.4 59.7
p .135 93.5 a5.6 74.2 72.6 83.4 VIEWS SHOWN ARE FOR
AU 108.8 1 99.6 1 86.4 81.5 73.8 ILLUSTRATXINPURPOSESONLY
i .128 742 1 67.9 589 57.6 50.3 SIDE VIEW
.131 75.9 69.5 80.3 S9.o 51.1 (20)
ry .148 81.4 1 74.5 1 84.8 83.2 52.5 2 NAILS
NEAR SIDE
VALUES SHOWN ARE CAPACITY PER TOE-NAIL. NEAR SIDE
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3)-i6E NAILS(.162'Oism.x3.5')WITH SPF SPECIES BOTTOM CHORD
For load Oure00n Increase of 1.15: SIDE VIEW SIDE VIEW
3(nails)X 84.5(11Vmail)X 1.15(DOL)=291.51b Maximum Capaoty (2x4) (2AILS
3 NAILS
NEARSIDE NEARSIDE
NEARSIDE NEARSIDE
NEARSIDE NEARSIDE
NEAR SIDE
ANGLE MAY ANGLE MAY
VARY FROM ANGLE MAY VARY FROM
30°TO60- VARY FROM 30°TO 60°
30-TO 60-
45.00. 45.00°
4500°
FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK
LATek USA,Inc Pape 1 of i '
^ / TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2x6'STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET
ALONG A FLOOR TRUSS.
MiTek USA,Inc
NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY
ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW.
NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF
THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD,IS CONTINUOUS FROM END TO END, CONNECTED
WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED,BY OTHERS, AT THE ENDS.
ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE
USE METAL FRAMING ATTACH TO VERTICAL SCAB WITH(3)-1WNAILS FACE OF CHORD INTO EDGE OF STRONGBACK
ANCHOR TO ATTACH WEB WITH(3)-IOtl NAILS 10.131'x 3') (DO NOT USE DRYWALL TYPE SCREWS)
TO TOP CHORD (0.131'z3�
ATTACH T (3)-1W A
WEB WITH(3)-10tl NAILS
(0.131'x 3'1
BLOCKING BEHIND THE ATTACH 2n VERTICAL TO FACE ATTACH TO CHORD
VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND WBHTWOtl12x3•
RECOMMENDEDWHILE BOTTOM CHORD WITH(2)-IW WOOD SCREWS(.21T DMM.)
NAILING THE STRONGBACK NAILS(0.131•x 31 IN EACH CHORD
USE ANCHOR T FRAMING WEBATTACHWITH
TO(VERTICAL ATTASCAB W TO H VERTICAL FAINSERTOF CREW HORD IWO GH EDGE O OUTSIDE
ANCHOR TO ATTACH WEB WRH(3)-10!NAILS SCAB WITH(3)-10tl NAILS FACESTROOFCHORD IMO EDGE OF
TO BOTTOM CHORD )0.131'x3') (0.131•x3•) DRYWALBACK(OCREWS)0 NOT E
DRYWALL TYPE SCREWS)
TRUSS r 2x8 —0 WALL BLOCKING
STRONGBACK (TYPICAL SPLICE) (BYOTHERS) (BY OTHERS)
THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT,
DESIGNED BY OTHERS.IF SPLICING IS NECESSARY,USE A 4'-W LONG
SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-1 D NAILS
(0.131'.3')EQUALLY SPACED.
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-W AND FASTEN WITH IT 2)-10d
NAILS(0.131'.3')STAGGERED AND EQUALLY SPACED.
(TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL)
FEBRUARY 14, 2012 STANDARD PIGGYBACK ST-PIGGY-7-10
R TRUSS CONNECTION DETAIL
��u O Mitek uSA.lrlc.
MAXIMUM WIND SPEED-REFER TO NOTES 0 AND OR E
MAX MEAN ROOF ING=24 30 FEET
MAX GORY 11 SPACING 'O.C.
_�_I` CATEGORY II BUILDING
E V F1 EXPOSURE BarC
ASCE 7-10
DURATION OF LOAD INCREASE:1.60
DETAIL 6 NOT APPLICABLE FOR TRUSSES
MITBk USA,Inc. MISTRFERING DRAG LOADS(SHEARTRUSSES).
ADDITIONAL CONSIDERATIONS BY BUILDING
ENGINEERAESIGNER ARE REQUIRED.
A-PKiMACK TRUSS.REFER TO MNEK TRUSS DESIGN DRAWING.
SHALL BE CONNECTED TO EACH PURLN E
WITH(2)0.131'x3S'TOE NAILED.
B-WE TRUSS,REFER TO MNEK TRUSS DESIGN DRAWING.
C-PURLINS AT EACH BASE TRUSS MMIT AND A MAXIMUM 21 O.C.
UNLESSBPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. A
CONNECT TO BASE TRUSS WITH(2)0.131'X sE NAUSEAM.
D 2X—X64) SCAB,SIZE AND GRADE TO MATCH TOP MORD OF
PIGGYBACKTRUSS,ATTACHEDTOCNE FACE,CENTERED ON
INTERSECTION,WITH(2)ROWS OF 1131'X3 NAILS@ TOC,
SCAB MAY BE OMETED PROVIDED THE TOP CHORD SHEATHING
3 CONTINUOUS OVER INTERSECTION AT LEAST t FT.IN SETH
DIRECTIONS AND:
1.W IND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR
2.W IN0 SPEED OF tt6 MPHTO160 MPH WITH A MAYMUM
PIGGYBACK SPMOFI2X.
E-FOR WIND SPEEDS BETWEEN 126 AND 160 MPH,ATTACH
MITEK 3M 2O GA Nzi PLATES TO EACH FACE OF TRUSSES AT F% `
72'O.C.W/H)1131'X 1.5'PER MEMBER.STAGGER NAILS FROM
OPPOSING FACES.ENSURE 0.5'EDGE DISTANCE.
(MIN.2 PAWS OF PI-Ai REO.REGARDLESS OF SPAN)
B
D
WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS:
REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Rossi
PLATES AS SHOWN,AND NSTALL PURLINS TO BOTTOM EDGE OF BASE
TRUSS TOP MORE AT SPECIFIED SPACING SHOWN ON BASE
TRUSS MITEK DESIGN DRAWING.
CONNECTOR ONNECTK)N PER
SCABNOTE OAirVE
This sheat i5 provided as a Piggyback connection
FOR ALL WIND SPEEDS,ATTACH MITEK 3XB 20 GA Nal PLATES TO debal only.Building Designer i5 responsible for Ml
EACH FACE OF TRUSSES AT 40.O.C.W1(610.131'X 1.5 PER MEMBER permanent bracing per Standard engineering practices or
STAGGER NAILS FROM OPPOSING FACES ENSURE OUT EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint
and diagonal bracing requirements.
VERTICAL WEB TO FOR LARGE CONCENTRATED LOADS APPLIED
EXTEND THROUGH
BOTTOMENDTH CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB:
OF PIGGYBACK I VERTICAL WEBB OF PIGGYBACK AND BASE TRUSS
MAST MATCH IN SIZE,GRADE,AND MUST LINE UP
AS SHOWN IN DETAIL.
2) ATTACH 2 x_x 4'TO'SCAB TO EACH FACE OF
TRUSS ASSEMBLY WITH 2 ROWS OF 105(0.131'X3')NMLS
SPACED d-O.C.FROM EACH FACE (SIZE AND GRADE TO MATCH
VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.)
(MINIMUM 2X4)
3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM
CONCENTRATED LOAD 01 USS(01.15). REVIEW
BY A QUALIFIED ENGINEER IS REQUIRED FOR LOAM
GREATER THAN 4000 LDS
4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS,
NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS.
5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH
THE PIGGYBACK AND THE WE TRUSS DESIGN.
FEBRUARY 14, 2012 Standard Gable End Detail 7ST-GE130-001
MTek USA,Inc. Page 1 of 2
Typicalerfuns W/I On NaMd To
2x_ amw13-Bece Naih,b"o.c. Vertical Stutl
Vertical Stud (N{')ireNak mmy e
MiTek USA,Inc. 16tl Carmen
Wire Nale
SECTION B8 Spamd e•ex.
DIAGONAL BRACE /—�
{'d•D.G MAX (n-led Common SIW or
Wke weird. Stud
SHOWuss ME FORYAND.101ONS
SHOWN ME FOR KWSTMTKIN ONLY. 1'yp'py Hyjxmly Bray
Nalwl To 2x_Verkala
12 SECTION A-A w(4)-1m Commw Naga
Q VMMMW Common Truss zvb
• UALMITEK PROVIDE 2x4 BLOCKING BETWEEN THE FIRST
SEE DRAWINGS
FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING
DRAWINGB FOR DESIGN CRITERIA TO TRUSSES WITH 1 Od NAILS AT EACH END.
A ATTACH DIAGONAL BRACE TO BLOCKING WITH
(5)-1W COMMON WIRE NAILS.
B B 3xd=
(4)- W
NAILS MINIMUM,PLYWOOD
SHEATHING TO 2.4 STD SPF BLOCK
or-Diagonal Fred, so -L-Bradog Refer
Refer to SaMen A-A to Seon B-B
zd•Max Roof Sheathin
NOTE: y
1.MINIMUMGRADE OF x2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
CONNECTION
2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1,�.
WALL TO BEPROVIDED BVPROJECT THUM ONLY.
CONSULT BLDG.
(2)-1U�'
9.BRACING IS FOR FOR
LTRAR ANDPERMANENBLDG. MaX. / / .//(2) 10d NAILS
BRACING O OR OF SYSTEM.FOR TEMPORARY AND PERMANENT
BRACING OF ROOF SYSTEM.
{.4•BRACESSPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB OR 2x1 STUD OR BETTER WITH ONE ROW OF 1 O NAILS SPACED D-
6'O.C.
S.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF iTruS $ `@
24" ox.
DMPHRAM AT P-0'O.C.
6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A /
2x4 STUD AS SHOWN WITH 1ad NAILS SPACED b'O.C.HORIZONTAL
BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD.
ATTACH TO VERTICAL STUDS WITH(4)1 Od NAILS THROUGH 2x4. / 6 DIAGONAL BRACE SPACED M'O.C.
(REFER TO SECTION A-AI Diag. Brace /ATTACHED TO VERTICAL WITH I4)-1 Be
7. GABLE STUD DEFLECTION MEETS OR EXCEEDS Wal at 1/3 p COMMON WIRE NAILS AND ATTACHED
8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLESIf Teeded - TO BLOCKING WITH(5)-100 COMMONS.
8. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR
TYPE TRUSSES.
End Wall HORIZONTAL BRACE
(SEE SECTION A-A)
2 DIAGONAL
Minimum Stud Wahout 1x4 2xq DIAGONAL BRACES AT
Stud Size Spacing Brow L-Brow L-Brow BRACE 1/3 POINTS
Spades
and Grade Maxtmuro Mud Length
2q 6PF s,",tl 12O.C. 40-7 4-3-2 6-04 8-0-15 12.18
14SPFS1O5tud 16.O.C. 5-7-0 384 5.2-10 1 7-1-15 108-15
2w SPF StdSNd 2O.O.C. 2-11-1 3-0-2 1 4.3.2 1 5.10-3 8-Si
Diagonal braces over 8'-3•require a 2x4 T-Brace eltached to
one edge. Diagonal brays over 12'-8•reulro 2x41-braces
allChO to WBI edges. Fastan T and I Mays to narrow edge
of web wiM 1W common wire nails Sin o.c.,with 3m minimum
and distance. Brace met ever W%of diagonal lengm.
MAX MEAN ROOF HEIGHT-30 FEET
CATEGORY II BUILDING
EXPOSURE B or C
ASCE 7-98,ASCE 7-02,ASCE 7-05 130 MPH
ASCE 7-10 160 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING
DURATIONOFLOADINCREASE:1.6O CONNECTION OF BRACING IS BASED ON MWFRS.
FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2
_ MneK uSA Inc. Page 2 of 2
��❑ g ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
Trusses @ 24" o.c.
HORIZONTAL BRACE 2M DIAGONAL BRACE SPACED 4B'O.C.
D=F (SEE SECTION A-AI ATTACHED TO VERTICAL WITH(4)-1N
COMMON WRE NAILS AND ATTACHED
MITBK USA,Inc. ROOt Sheathing TO BLOCKING WIRI(5)-10J COMMONS
t•a"
IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR F NAIL DIAGONAL BRACE TO
THE PROJECT ENGINEERIARCHTECT TO DESIGN THE URLIN WITH TWO 1SE NAILS
CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE
TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT
MAY RESULT FROM THE BRACING OF THE GABLE END6 \
2X 4 PURLN FASTENED TO FOUR TRUSSES
WITH TWO 160 NAILS EACH.FASTEN PURLN
\ TO BLOCKING WI TWO ISG NAILS(MIN)
Dia/. Brace \ � PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES
at 1/3 points SUPPORTING THE BRACE ANO THE TWO TRUSSES
it needed \ ON EITHER SIDE AS NOTED. TOENAIL BLOCKING
TO TRUSSES WITH(2)-IW NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO BLOCKING WITH
(5)-Ind COMMON WIRE NAILS.
End Wall ILI
CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL
METHOD 1:ATTACH A MATCHING GABLE TRUSS TO THE INSIDE CABLE TRUSS
FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAILING SCHEDULE.
METHOD2:ATTACH 2% SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL
NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SGE,GRADE
AND SPECIES AS THE TRUSS VERTICALS
NAILING SCHEDULE:
FOR WIND SPEEDS 120 MPH(ASCE Tda,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL
MEMBERS WITH ONE ROW OF 1W(.131-X 7)NAILS SPACED T O.C.
FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-9a 02,05),1W MPH(ASCE]-10)NAIL ALL
MEMBERS WITH TWO ROWS OF 10d(.131-X T)NAILS SPACED r O.C.(2X 4 STUDS MINIMUM)
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1.
ALL BRACING METHODS SHOWN ON PAGE 1 ARE
/ VALID AND ME TO BE FASTENED TO THE SCABS OR INLAYEDSTUD
VERTICAL STUDS OF THE STANGMD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST
GABLE TRUSS / 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 VERTIC TUDS ONLY.
NOTE:THIS DETAIL ISTO BE USED ONLYFOR /
STRUCTURAL GABLES WITH INLAYED
STUDS.TRUSSES WITHOUT INIAYED
STUDS ARE NOT ADDRESSED HERE. /
STANGMD /
GABLE TRUSS
I
TECHNICAL BULLETIN
April 2010
Bulletin TB-300
Multiple-Member Connections for Side-Loaded Beams with Concentrated Loads
Table 1: Maximum Concentrated Load Applied to Beam-Bolt or Nail Connection (lbs)111
Hanger -X"a or%"#Balls 16d(0.148"x 311W)Nails
Beam Configuration Bolt #Bolts #Nails
Type Diameter's -2 -4 6 8 6 12 18 24
I05
2,100 4200 6300 8400
2,125" 4,25011
3-ply 1'•" FACE 6.3]01�1 8.495"
(51/."Beem) 0.]5 3,060 6,120 9,180 12,240
TOP 0.5 760 1,525 2,285 3,050 1,080'°1 2,125"' 3,185M 4,25C`o
0.75 930 1,860 2,790 3,720
FACE
3%"+1%" - - -_
(6/. Beam) TOP 0.5 1,050 2,100 3,150 4,200 1,060 2,125 3,185 4,250
0.75 1,530 3,060 4,5906,120
0.5 2,100 4,200 6,300 8,400
FACE/ 2,12501 4250�1 6,37001 8,48501
(51/4"Beam) TOP 035 3,060 6.120 9,180 12,240
0.5 1,400 2,800 4,200 5,600
FACE 0.75 2,040 4,080 6,120 8,160
(7"Beam) TOP 0.5 675 1,355 2,030 2,710
0.75 825 1,655 2,480 3,305
0.5 2,800 5,600 8.400 11,200 2830'1 5,88501 8,49501 11,33001
FACE 075 5,025 1 ,600 8,400 1,0950
(7"Beam) TOP 0.5 935 1,865 2,800 3735 94511 1,8901`1 2,83014' 3775°'
075 1,360 2,720 4,080 5,440
0.5 1,720 3,440 5,160 6,880
2-ply 3%rrFACE/
(7"Beam) TOP 0.75 2,480 4.960 7,440 9,920
0.5 1.015 2,030 3,050 4,065
2-ply Y/."+3%" FACE/ --
(7"Beam) TOP
0]5 1,240 2,480 3.720 4,960
05 1,720 3,440 5,160 6.880
FACE
2-ply 1%"+3%" 0]5 2,480 4,960 ],440 9,920 - _ -- --
(7"Beam) TOP 0.5 875 1,355 2.030 2,710
0.75 825 1,655 2,480 3.305
0.5 2,800 500 8,400 11,200
51/."+1'/." FACE' 2,830'1 5,613551 8,495'1 11,330P1
(7"Beam) TOP 0.75 5,025 10,0% 15,070 20,095
1. See page 4 for table General Notes,connedion details aM beam tlepm Ilmitalions.
2. Washers required,Bolt holes to be 9116-mavmum for'/fballs, 1Y16'maximum fora/.-bolls.
3, Minimum end distance for bobs is 6".
C Drilling bob holes reduces Ne section of the beam and thus the load capacity of IM supporting member.Shear and moment
capacity of the beam must be checked at the location of each raw of bolls.
5. Number of required nails shown must W installed from side opposite hanger.
6. Number of required nails shown must be installed from hanger side.Additionally,install had the number of required nails from
side opposite hanger.
Page 1 of 8
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TECHNICAL BULLETIN
April 2010
BLlletin TB-300
Table 2A: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (lbs)1'I
Fasten erType
Hanger Wood USP WS Simpson SDS
Beam
Configuration Screw
Type Length #Screws If Screws
2 4 6 8 2 4 6 8
T� FACE lot 3M' 1,435 2,870 4,305 5,]40 2,040 4,080 6,120 8,160
3-ply 1%" I ..',. V
(5'/."Beam) 1 TOP trf 3%' 720 1,435 2,155 2,870 1020 2,040 3,060 4,080
FACE 3%. - - - _._ _
(51/4"Beam) TOPI°I 3W 720 1,435 2,155 2,870 1.020 21M0 3,060 4,080
3Y"+1'/." I FACE/
(3 "Beam) J TOPIds 3'/" 1.435 2,870 4.3G5 5.740 2.040 4.080 6.120 8.160
FACE Vi 6"P 1,055 2,110 3,165 4220 1,360 2]20 4080 5.440
4-ply 1%"
(7"Beam)
TOP GO 6"jsl 705 1,405 2,110 2816 905 1,815 2720 3625
FACE 13) 3'h' 1915, 3.825 5.740 7655 2,720 5440 8.160 10,880
2-ply 1%"+3Y" 6 °' 2,110 4,220 6,325 8435 2,720 5440 8,160 10,880
(7"Beam) TOP 121 3X' 640 1,275 1,915 2,550 905 1,815 2,720 3,625
6"Isl 705 1,405 2,110 2,810 905 1,815 2,720 3,625
2-ply 3%" FACE
(7"Beam) TOP 121 6'11) 1,055 2,110 3,165 4.220 930 1,880 2,785 3,715
2-ply 1'/."+3'/:" _...,,,, FACE
(7'Beam) TOP Or 6"01 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440
4
2-ply 1/."+3%rr FACEl41 6"s 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715
(7"Beam)
TOPI41 6'111 705 1.405 2.110 2.810 905 1,815 2,720 3,825
5'/."+1W, FACE 3•F." 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880
(7"Beam) TOP Of
1. See page 4 for table General Notes,connection details and Were depth limitation.
2. Install screws from both sides of beam.
3. Install screws from side opposite hanger only.
4. Install screws from hanger side only.
5. 6-SDS or WS screws can be used win Pamllame PSL and Morelli LVL,but are not recommended!for TmberStmn le LSL.
Page 2 of 8
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! _ _ TECHNICAL BULLETIN
April2010
Bulletin TB-300
I;y waa.,....-
Table 2B: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (lbs)111
Connection Name
Hanger Wood Tmssl
Beam Configuration Type Screw
Length #Screws
2 4 6 8
r iI FACE 100 3'/.^ 1,600 3.205 4.805 6.410
(5'/."Beam) i TOP or 3'h" 800 1,600 2,405 3,205
FACE 3°G' --- -- - -
(ww'Beam) L TOP 141 3W 800 1,600 2,405 3,205
( t
FACE/ 340 1,600 3,205 4,805 6410
TOP 1'1
1J
t FACE no !T 6'/.' 1,160 2,320 3,480 4,640
4 ply 1'/."
IT'Beall) I TOP in 5',6'/.' 775 1,50.5 2,320 3.095
L 3'/.' 2,135 4,270 6,410 8,545
2-ply 1'/."+3'/:..
.` FACE 101 5'.6'/.' 2,320 4,640 -F960 9,280
(7"Beam) TOP 1OI 3X' 710 1,425 2,135 2,850
T/5 1,545 2,320 3,095
2-ply 3/" j FACE�1 5°.6'/.' 1,160 2,320 3,480 4.660
(7"Beam) TOP
i
2-ply Y/."+3%" FACE
01 5",6'/.' 1,160 2,320 3,480 4,640
TOP(7"Beam) ((
FACE(4) 5',6'/.' 1,160 2,320 3,480 4.640
2-ply 1'G"+3'/::••
(7"Beam) TOP I°) 5",ii%. 1,160 2,320 3,480 4.640
5%"+Y/." FACET 5',6'/.' 2,320 4,640 8,960 9,280
(7"Beam) •I, TOP an
1. See page 4 for table General Notes,connection details and beam depth limitations.
2. Install screws from both sides of beam.
3. Install screws from side opposite banger only.
4. Install agrees from hanger side only.
Page 3 of 8
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TECHNICAL BULLETIN
April 2010
Bulletin TB-300
Table 1,2A,26 General Notes
• Connections are based on NDS°2005 or manufacturer's code report.
• All plies must be the same material and grade.
• Values are for 100%duration of load. Increase 15%for snow load or 25%for non-snow roof load conditions,
where code allows.
• Rotational effects should be considered for 7"wide beams loaded from one side only.
• Capacities shown for face mount hanger conditions are based on led common(0.162"x 3W)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 iLevel software or other methods.
• See the iLevel Trus Joist®Beams, Headers,and Columns Specifiers Guide(#TJ-9000)for required connections
for uniform side loads.
Bolt or Wood Screw Connection Details
• '/z'bolts-a/1s'a maximum holes
• a/a"bolts-'3/19'a maximum holes $$
• Lead holes not required for wood screws s g
Cont Load Cont.Load m°m° Conn Load Conc.Load
m
is
EE
bh
E . E .
M (ryp)
2 Fastener 4 Fastener 6 Fastener 8 Fastener
Pattern Pattern Pattern Pattern
Min,Beam Depth: Min.Beam Depth: Min.Beam Depth:
d=7'/.'for 8"a bolts d=9W for W a bolts d=117."for M"atolls
d=97.'far 1/."e bolts d=14'for Y.'a bolls d=16'for•/."m bolls
Conc. Load
Nailed Connection Detail
E �
*STAGGER NAILS TO
PREVENT SPLITTING
1 �" 16d Sinker(typ)
Typ. I (t/-1") I (0.148"x 3'/.")
L6 Nail Patterd
12 Nail Pattern
18 Nail Pattern Page 4 of 8
24 Nail Pattern
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TECHNICAL BULLETIN
March 2010
Bulletin TB 300
Table 3: Allowable Capacities of 5'/4" Beams with Bolt Connections
Bolt Cann. Beam Depth
Dia. Loa 7'/4" 974" 98" 11Y4" 11%" 14" 16" 16" 20" 24"
Max Y" Sit 6235 6,545 8,]55 9,560 12,345 15.005
>
Sid 10150 10,500 12,950 13,825 16,800 19.600
Shear <r� 3.995 4,260 6,210 6,940 9,510 12015
Ubsl >5d 8,750 9,100 11,550 12,425 15,400 18,200
to 2 10,605 15,295 15,685 23,905 32,760 42,265
4 9.355 13,4]0 13.]30 20,915 28,725 37.250
>° 6 9,350 13,470 13]30 20,910 28,725 3],245
T Max 8 13,510 20,575 28,275 36,685
a fitment 2 10.600 15.290 15,685 23,900 32,755 42,260
E (ft-Ib) 4 9,900 14,215 14,195 21,490 29,020 37,225
6 29,015 37.220
8 36,655
<Sd 2,745 4445 4,665 V23,99026,730
6,810 8,]95 16690 12.610 14,545 18.440
>6d 5,235 7,230 7,480 9,850 11,970 13,965 15.960 17,955 21.945
Shear <ad 1,455 2.845 3,035 4,945 6,775 8,560 10,390 12250 16,040
> (lbs) '/•" >5d 4,240 6,235 6,485 8,855 10,975 12,970 14,965 16,960 20,950
2 9.%0 16,220 17,105 26,]30 36385 46,670 58,130 ]0,740 99,375
4 9,025 14,305 15,065 23,385 31,905 41,130 51,535 63.100 89,67014,305 15060 23,385 31,905 41,125 51,530 63,100 896]0
o Max 8 23,010 31,405 40,510 50,795 62,250 88590
Momenl2 9,950 16,210 1],100 26,]25 36,380 46,665 58,125 ]0,740 99.370
(ttbb) 415,145 15,895 24,030 32,235 41,105 51,120 62,285 88.015
6 32,230 41,100 51,115 62,280 88,010
8 40,4]5 50,335 81,335 88,745
Max Y" 5tl 4,520 4,745 6,350 6,930 8.950 10,880 12,830
>5d 7,360 ],615 9,390 10,025 12,180 14,210 16,240
Shear <Sd 2895 3090 4,505 5,030 6,895 8,710 10,575
(Ida) �" >5d 6,345 6,600 8,375 9,010 11,165 13,195 15,225
d 2 18,090 19.080 26.760 29,815 40.740 52430 65.495
® 4 15,960 16,805 23,420 26,085 35725 46,205 56065
E �" 6 15,955 16,800 23,420 26,080 35,]25 46,205 58,060
Max 8 23,045 25,665 35,165 45,510 57.235
A Momanl 2 18,080 19,070 26.]55 29,810 40.735 52.425 65,490
6 (ttdb) 4 16,890 17,730 24,215 26,805 36,095 46,180 57,600
�� 8 36,085 46,170 57,595
8 65,470 56,]15
Table 3 General Notes
• Connection location refers to distance from face of bearing to centerline of connection,where d is the beam depth.
Less than 5d refers to connections located less than five 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 are for 574"widths. Multiply by 1.33 for T'wide beams.
• 974'and 1174"TimberStrande -SL are 1.3E grade, all other depths are 1.55E grade.
Page 5 of 8
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TECHNICAL BULLETIN
March 2010
Bulletin TB-300
Connection Design Example
Given the floor framing shown below,specify the necessary connections for the a 3-ply MicrMlame LVL beam supporting
a 2-ply Microllam°LVL beam on one side and floor joists from the other side. The floor joists apply a 500 plf load to the
side of the beam while the 2-ply beam reaction is 5,000 lips. See the following page for the solution.
I
Brg (TYp)
Additional 3-1'/." x 14" Mlcrollam`� LVL Beam Flush
Connection
Required for
Concentrated Load Face Mount Hanger with 5,000 lbs Reaction
2-1%"x14"
Microllame LVLT 14"Floor Joists @ 24"o.c.,Typ.
Beam, Flush
4'-0"
E 3q 15.0..
Partial Framing Plan
Page 6 of B
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TECHNICAL BULLETIN
March 2010
Bulletin TB-300
Solution: ......
• Use the iLevel Trus Joist®Beams,Headers,and Columns Specifiers Guide(#TJ-9000)to select a connection for the
uniform loading.Multiple options exist that meets or exceed the 500 pd requirement:
— 2 rows of'h"diameter bolts at 15"on-center(570 plf)
— 2 rows of USP WS35 wood screws at 16"on-center(540 plf)on each side of beam
— 2 rows of SIDS%'x 3'f."at 24"on-center(510 plf)on each side of beam
— 2 rows of 5"Trussi-ok wood screws at 24"oncenter(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 It,load requirement
— 1W diameter bolls in a&bolt connection (6,300 lbs)
— 16d(0.148"x 31/.")sinker nails in an 18-nail connection(6,370 Itis)
— 3%"WS wood screws in an 8-screw,connection(5,740 lbs)
— 3'h"SDS wood screws in a 6-screw connection(6,120 ll
— 3W'Twssl-ok wood screws in an 8screw,connection(6,410 lbs)
Note that the allowable applied concentrated bad is dependent upon the type of hanger used and f 6d common nails
must be used for face mount hanger installation to achieve the capacities shown.
2. If the bolted connection option is chosen,the 3-ply beam must be checked for the effect of the bolt holes from
the 6-bolt connection. This task may be accomplished by utilizing the location analysis feature in iI-el
software. Per the detail oro page 4,the bolt holes will be located approximately V to either side of the
concentrated load location. After inputting the span and load information,choose the two locations
corresponding to the concentrated load location(*q 1'. Upon completion ofthe 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 Fortes"software output on the following page for results of this analysis. The 3-ply Microllam®LVL
beam works for the given loading. Refer to the highlighted values for the results at both bolt locations(Von
either side of the load). The highest calculated shear at either location is 6035 Itis. The highest calculated
moment is 25,215 ft4bs. The connection is less than 5d(48"<14"•5=70")from the end of the member.
From Table 3 of this bulletin,the reduced allowable shear for the 3-ply 14"Microllam®LVL beam with the 6 bolt
pattern located less than 5d from the end of the member is 8,795 Its;while the reduced allowable moment is
31,905 ft-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
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nNbyMueuw.ILe,W.Mivdm,ixYsrt Tnb5tl•M mq mus Jdrw�ssAsftaM FOM is a tlsB We sssmr NR.0MOWryMwu•a NRWnpem'.Al NgMv nsawd.
' 1 TCP° V1,111" Al C111 1 CT1 \I
1 Forte MEMBER REPORT Level,Floor Flush Beam
3 PIECE(S) 1314"x 14" 1.9E Microllam®LVL PASSED
crerm l�s+n 1.
0 1 0
19
u P
At Dimemmas are Haizmtac Drainni;mmouwal
Design Ramnalts Actual Q Locaton A&owed Rewe LW 5prem:Floor
Member Reaction(Ib) ]595 Q 2- 7609 Passed(97%) Member Type:Flush Beam
Sswr{los)
03701'S12' 13985 Passed(49%) 10 Building Use:Realdenti°I
Mmnmt ll`- ) 2 15Q4'117R' WW7 Passed(69%) 16 Building cod, Bc
Lives Laid DeO.(4D 0356 Q T 113(16' 0489 Passed(1-14%) Design Methodology;ASD
Tob1 Load DO.(s) OA%Q T 1716' 0733 Paved(u386)
• Deflection atria:LL(f r360)and TL(WO).
• Design manage assume a 1u0'1 brach condtion when as canrysassiwh edges pop aid botlan)am roseM braced to pmvide maral stability.
Bram,(La):All van venin etlgee Qop arM bdMn)must W bawd al1]'151ifi'o'c uhlese tlabietl otherwise.Pmper atlaMment and posit miq
of metal bracing a required b achieve member seblity.
Saris Total Available Requeed Suppol Rear9ma less) 4cceoMes
Bearing Bearing Bearing Deadi Floor/RooflSnow
1-SNdaall-Spruce Pine Fir 3,50" 350' 1 340 1 1641159551010 Beaking
2-Saud wall-Spruce Pine Fir 350' 3.50' 1 233' 1 1164/404 5 10 1 0 BI«king
Blocking Panels are assumed to carry to mads app!d directly abore drem and she NII Iwtl is applied m the member being designed.
Loads Location Tnbumry Dead Fluor Live Roofuve Snow Comments
Wild
1a.9t1 1.00) irmmoa l.t
1-D°fl0mhP9F 1 1' 100.0 400.0 00 00 10'F-
2 Poinvib; 1 4' NIA low 4000 0 0
Location Ana a s' Pea) MGdbnl{fl-len) comments
Actuell ABowedllDF AaaMiAbwW(LDF
1-3' 6035113965110 191M IMM7110 JBOLTS LEFT OF HANGER
I-5' 39/125691 D9 25215136307110 801-TS RIGHT OF HANGER
Fmmm SdMdR 0heashe Jep Ncte9
3852010 9 02 21 AM
— iLevela FCdew vt.Y.Design Ergirhe:V400.1
Paye t of t
Page 8 of 8
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