HomeMy WebLinkAbout460 Rocky Grove Ln 18-1886; NEW SFHe I da
t,
2 —
7,
Z— CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
pplication No:
Documented Construction Value: $ 00
Job Address: A(0 Historic District: Yes [I NoEl
Parcel ID: _21- 19-30-SIO _0000- W 0 Residential ly Commercial n
Type of Work: New E Addition n AlterationEl RepairEl DemoEl Change of UseEl Move 1:1
Description of Work: NEW SINGLE FAMILy HOME - THORNEBROOK PHASE 4h
LOT NUMBER: 29S
Plan Review Contact Person: Daphne Clark Title:
Phone: 407-257-6940 Fax: Email: daphneBPermitsPermitsPermits.com
Property Owner Information
Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077
Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO
City, State Zip: MAITLAND FL 32751
Contractor Information
Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone:
Street: 151 SOUTHHALL LANE # 200 Fax:
uity,NtateZip: IVIAIILANU t-LJZ/01 State License No.:
Arch itect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: N/A
Address:
Mortgage Lender: N/A
Address -
407-257-6940
CBC1257462
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOtICE:'In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
of Owner/Agent
TAYLOR MORRIS(
Print Owner/Agent's Name
Signature of Notary-Stat6—of Florida Date
v P% (). A. CL"
4P My MUMISSION # FF 20910B
EXPIRE& June 27 , 2019
BOW Thru Bjdpi Notary Ser*e
Owner/Agent is _yES Personally Known to Me or
Produced ID N/A Type of ID
ignature "ofContractor/Agent e
JOHN ASA WRI x1t
Print Contractor/ s e
IV
Signature of Notary -State of Florida Date
Ay P&
D. A. CLARK
MY COMMISSION 0 FF 20910bA16 * EXPIRES: June 27, 2019
SWedThry BOW Notary Sery'-
Contractor/Agent is YES Personally Known to Me or
Produced ID NIA Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Er Electrical U Mechanical F!r Plumbingo GasE] RooflCi-
Construction Type: \16 Occupancy Use: 911> Flood Zone: Y--5C
Total Sq Ft of Bldg: Min. Occupancy Load: 49 ('1 # of Stories: 2—
New Construction: Electric - # of Amps ? Plumbing - # of Fixtures Z4
Fire Sprinkler Permit: Yes [I No R #of Heads
APPROVALS: ZONING: a5!, UTILITIES:
V
COMMENTS
ENGINEERING: wy—c C_ 4 --60 - I& FIRE:
Ok to construct single family home
with setbacks and impervious area
shown on plan.
Fire Alarm Permit: Yes [] No2
WASTE WATER:
BUILDING: 0, S;,31, R
Revised: June 30, 2015 Permit Application
AE I ib CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value (Soo !g
Job Address: Zgoo JL Historic District: YesEl No D
Parcel ID: _21- 19-30-SIO -0000-223 0 Residential 1 CommercialF]
Type of Work: New El AdditionF] AlterationEl RepairEl DemoEl Change of UseEl MoveEl
Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE
LOT NUMBER: 29 ?>
Plan Review Contact Person: Daphne Clark Title:
Phone: 407-257-6940 Fax: Email: daphne@PermitsPermitsPermits.com
Property Owner Information
Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077
Street: 151 SOLITHHALL LANE# 200 Resident of property? : NO
City, State Zip: MAITLAND FL 32751
Contractor Information
Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940
Street: 151 SOUTHHALL LANE# 200
City, State Zip: MAITLAND FIL 32751
Fax:
State License No.: CBC1 257462
Arch itect/Eng i neer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: N/A
Address:
Mortgage Lender: N/A
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, ITS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Notary-StatCof Florida Date
A- ignature "ofContractor/
Agen
t Z?rT
let
JOHN ASA WRI T
Print Contracto s e
Signature of Notary -State of Florida Date
wl P% D. A. Vt." -oRy Poe,
FF 209108 ip 0. A. CLARK
MY CJWMISSION MY COMMISSION 9 FF 20910b
EXPIRES: June 27 , 20ig EXPIRES: June 27,2019S" " vo, llorodgd UN- N01 Notary Serv p,
Owner/Agent is _yE& Personally Known to Me or Contractor/Agent is YES Personally Known to Me or
Produced ID N/A Type of ID Produced ID NIIA Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: BuildingE] ElectricalE] MechanicalE] PlumbingE] GasF] RoofF]
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: YesF] NoF]
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
of Heads
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures,
Fire Alarm Permit: YesE] NoE]
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Pennit Application
P
I I
P
I City of Sanford
Planning and Development Services
Engineering — Floodplain Management.
Flood Zone Determination Request Form
Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc.
Address: 2600 Lake Lucien Drive
City: Maitland State: Florida Zip Code: 32751
Phone: 407-257-6940 Fax: Email: daphneCa)permitspermitspermits.com
Property Address: 460 Rocky Grove Lane
Property Owner: Taylor Morrison of Florida, Inc.
Parcel identification Number: 21-19-30-510-0000-2830
Phone Number: 407-629-0077 Email:
The reason for the flood plain determination is:
FE-1 New structure E] Existing Structure (pre-2007 FIRM adoption)
F-1 Expansion/Addition F-] Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption finished floor elevation 24" above BIFE (Ordinance 4360)
qdW-
71 1 A" 7-- PIFFIC, V I L
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
F-1 The parcel is in the: 0 floodplain Ofloodway
F-1 A portion of the parcel is in the: 0 floodplain F-1 floodway
FEW The parcel is not in the: X floodplain E] floodway
The structure is in the: El floodplain El floodway
The structure is not in the: 0 floodplain F- floodway
If the subject property is determined to be flood zone 'A', the best available information used to
determine the base flood elevation is:
BP#18-1886
Reviewed by: Michael Cash, CFM Date: April 30, 2018
D Application for Right -of -Way Use
for Driveway, Walkway & Landscape
0 R I L),, Department of Planning & Development Services1877 —
www.sanfordfl.gov 300 North Park Avenue, Sanford, Florida 32771
Phone: 407.688.5140 Fax: 407.688.5141
This permit authorizes work to be done in.the City of,Sanford's right-of-way in accordance with the City's regulations n t e
attached construction plans approved as part of this permit. It does not approve any work within any other juris ic ion s
right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and Jul
location of the existing right—of-way and use shall be provided or application could be delayed.
Know whers below.
VmWBO&V lor Z"IT _ Call befom you dig.
1 , Project Location/Address: 4&0
2. Proposed Activity: Vr Driveway F Walkway 0 Other:
3. Schedule of Work: Start Date Completion Date Emergency Repairs
4. Brief Description of Work: AICIWMAY Aw NARI &=?,
This application is subm
Property Owner.
Signature: 7ZZX___ Print Name: AM04 YA&VIO/i &UPS
Address: ISI M-YWA014 41MEA20' )"MUM14 6, 9XIS01 4 1
Phone: /477Z174 ?40 Fa.- 01aahne 6) Date: 44XZ1__
maintenance Kesponsiniiitiesiinciemnitication
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall
include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said
installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater
facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair
as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improve-
ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice,
restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employees
appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect
or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement,
and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use ofthe
City's right-of-way.
I hereby ur
40 Signature:
I have read nderstand the above statement and by signing this application I agree to its terms. Of
erstan Vale tp-pay all city fees related to this application as required by the city's adopted Fee Resolution.
Pre -pour Inspection by
Date:
This permit shall be posted on the site during construction.
Please call 407.688.6080, Ext. 5401.24 hours in advance to schedule a pre -pour inspection.
Date:
0
9
September 2010 ROW Use Driveway.pdf
SCPA Parcel View: 21-19-30-510-0000-2830 http://parceldetaii.scpafl.org/ParcelDetaillnfo.aspx?PID=2119305100...
ProoeM Record CardJOINIMCFA
P Parcel: 21-19-30-510-0000-2830me%
Property Address: 460 ROCKY GROVE LN SANFORD, FIL 32771
Parcel Information
Pa
Owner(
rcel 21-19-30-510-0000-2830
s) TAYLOR MORRISON OF FL INC
roperty ress 460 ROCKY GROVE LN SANFORD, FL 32771
Maiiii LN STE 200 MAITLAND, FIL 32751
Subdivision Name THORNBROOKE PHASE 4
Tax0istrict
DORUseCode
Sl-SANFORD
00-VACANT RESIDENTIAL
Exemptions
120
283
120
i inole County SIS
aI Description
lROOKE PHASE 4
33S 70-71
Taxes
ummary
2018 Working Certifi.d2017
Values ValuesV.lu
Valuation Method i CostlMarket 1 CostfMarket
Number of Buildings 1 0 i 0
Depreciated Bldg Value i
Depreciated EXFT Value
Land Value (Market) 40,000 1 26,050
Land Value Ag
J..tIMarket Value 40,000 !_.$26,050
Portability Adj
Save Our Homes Adj 0 0
Amendment 1 Adj 0 12,784
P&G Adj 0 0
Assessed Value 40,000 $13,266
Tax Amount without SOH: $336.00
2017 Tax Bill Amount $336.00
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority AssessmentValue Exempt Values Taxable Value
County General Fund 40,000 0 40,000
Schools 40,000 0 40,000
City Sanford 40,000 0 40,000
SJWM(Saint Johns Water Management) 40,000 0 40,000
County Bonds 40,000 0 40,000
Sales
Building Information
Permits
s' e crption Ag.ncy
I of 2
11
4/19/2018, 8:19 AM
I lollfl, 111111, U111, 11111811111 Ila if 1581 1881
I a 111111111111311
Parcel ID Number:,/—/L7— 30 —,5M—(-q0CV — Frs 0
Prepared By Kim Carter
and Taylor Morrison Homes
Return To 2600 Lake Lucien Drive, Suite 350
Maitland, FL 32751
NOTICE OF COMMENCEMENT.
State of Florida.
County of Seminole.
I -'.
11 4 - ... .1
A I I
T1.1: f* V fflF _:U It URI L ONPI R.f LLER
is V
C L E R K 201.804404-7
L1",[:.UUl% UJ
R. E 0 RD 11%-16- EHE I A F.il-JI
Efir' fi-.-. 1 1 1 - 7
The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
I Description of property :
41 Legal Description
Addresses
LOT 213
Thornbrooke Phase 44 according to the plat thereof, as recorded in
Plat BookS/ Page/0-7/of the public records of Seminole County,
Florida.
Sanford FL40
2. General description of improvements : Single Family Home
3. Owner information Name Taylor Morrison of Florida Inc.
Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751
4. Fee Simple Title Holder: N.A.
5. Contractor name and address : Name Taylor Morrison of Florida Inc.
Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751
6. Surety : N.A.
7. Lender:N.A.
8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may
be served as provides by 713.13(l)(a)7., Florida Statutes: N.A.
9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided
in 713.13(l)(b), Florida Statutes. N.A.
10. Expiration date of notice of commencement: One year from the date of recording.
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT
YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
11. Date Signed : bllq It I- Signature of Owner's Agent: '14 4, - (—
4n Asa Wright
Taylor Morrison of Florid4 1 c
Sworn to and subscribed before me this by John Asa Wri&Yho is pqsori'a
Notary Public DA Clark
My commission expires: 6/27/19
Serial No. FF 209108 VVN—bftary Signature:
AND -
known to me.
11 CIA
I
PUN 01?
Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that
foregoing and that the facts stated in it are true to the best of my knowledge and belief.
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100004 DATE: May 07, 2018BUILDINGAPPLICATION #: 18-10000444
BUILDING PERMIT NUMBER: 18-10000444
I __ I
453(
31 q!
UNIT ADDRESS: ROCKY GROVE LANE 460 21-19-30-510-0000-2830
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: TAYLOR MORRISON OF FL INC
ADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 3,50 MAITLAND FL 32751
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 460 ROCKY GROVE LANE / THORNBROOKE PHASE4 / SFR
FEE BENEFIT RATE UNITTYPEDISTSCHEDRATE
CALC UNIT
UNITS TYPE
TOTAL DUE
ROADS-ARTERIALS CO:WIDE ORD
Single Family Housing 705.00
ROADS -COLLECTORS 1.000 dwl unit 705.00N/A
Single Family Housing .00FIRERESCUEN/A 1.000 dwl unit 00
LIBRARY CO:WIDE ORD 0V
Single Family Ho 54.00SCHOOLS 'co"W'qDE 1.000 dwl unit 54.00ORD
single Family Housing 5,000.00
PARKS 1.000 dwl unit 5,000.00N/A
LAW ENFORC . E N/A 00
DRAINAGE N/A 00
00
AMOUNT DUE 5,,759 00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT,, OR OWNER,
TO APPEAL THE CALCULATION OFANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDARDAYSOFTHEDATEABOVE, BUT NO LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST,STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUED'WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
REQUIRED INSPECTION SEQUENCE
TAYLOR MORRISON SFR-DETACHED
Permit #
BUILDING PERMIT
Min Max Inspection Description
io Form board / Foundation Survey
10 Slab / Mono Slab Prepour
20 Lintel / Tie Beam / Fill Down Cell
30 Sheathing — Walls
30 Sheathing — Roof
30 50 Final Window
40 Roof Dry In
50 Frame
60 Insulation Rough In
70 Drywall / Sheetrock
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
Aflflvaec-
E , L ECTRICAL 9RMIT--'
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
Max
j: IEl
Inspection DescriptionMin
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
Min Max
l ;11-, m nil "T
Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
F's,
Application No:
Document ecl COIlStt*LlCtioii.,.N-alLi,-e.:,,S,,,-,,,,-I-.(-2c".O,,
J o Pica C, L_tJ msto b k d d r es ric District: YesP No ff
Parcel IT): '3 Incrt rmVP. ResidentLil E comuiercialFl
Type of Work: New P I- AdditionD Alteration El Repairn Demc)E] Chang, e of tTSr-
Description of, Work:
Plan Review Cofttact Person:
1) 1" o n c:
stueet:
F- a X: Email:
operty Owner Information
C I I( p ml y
P,
lk Y—C OAJ Plione:
itA.. State Zip:
Y
city.'Stat'e Zip:
Title:
Resident of properh' :
F
No.: State License
Archizect!Enciine-=r Inlorm-s::tIon
N' a I L 1'ce: Ph. 0, 1
C'itN. _St. Zip: E-mail:
V-1, '- 1 -1 (" k -.' Leader:
Add ress:
A R, N ING '10 OWNER: YOUR FAIIJ NE TO RE COPI) A NOTIC OF C())INI ENCEM ENT MAY RE, - :j I I ()L,
f1.kY[N'G 'I\\ICE FOR IMPPOVEMENT_12_ TO YOUR PROPI-,"J"TY. A NOTICE Oy- C0)1:\II_-NCE_)'LEN'1_ MUS-1 By -
RECORDED A Nf) POSTED ON TUE JOB SITE BEFOP-J: THIE Fflll'S_I [V__PI_(_1 ION. IF YOU INTEND -f()
FINANCI\G. co'SUIA' W11-H %OL-P LENDER OR AN ATTORNEY 11IFFORIE RIEcol-I'DING vw"R 01:
COM\IF
V"I
717
c v r,-d f r el -;c-fl N nrk P!U'-.C; o' i is,
fi!r'nvs' luoik rs. tallks,:md ',Jr concliti,,ila-rs. ctc.
c d -
IN6
NOTICEAn Wkidn to be requinmew of IN pum! No may be Mlitioral vsKaWs applicabre to mg 0, ,, be
found in the public records of this cmrnty, and too nay W WISH permAts re,liked hom olor govwunf no! enddes such as %vm2t
pumagement diMaq staw agenckv or Aderal agwirs,
Neceponce ofp nmiilis verif-Ication 031 1 All MAP, to 0"Mar of be pwpov,of be requ in non is of Flodda 1-0 L a "q FS 713,
he CiL pa vj-!!-_n Uh to me C 1pgrini z su, b'n-, i .11 A'cop y 0 1- th e x ec u, t t d c o r, i ac t- i -s-req, ,I I re d-
to"c.flculatt a [Aan ovVY, charge and wHI be considet-ocl !Ite esii-nated constwAn wN: of the jobst the tonc of submitt,l.
Thf acttial cons-rucchn %Quo M be figurci on 11)f cunum WC 0500 TOP in effect at to dmo we po±t y A,,j in,
acci)F-'Lncc vvith local o dinance. Snouli calcuki!d cliu Los figmd W Ae enwad cams ewwd 0; naW
moot WI be applicA E" your focs v'--hen thc pcT!ni is issued.
OWNER'S AFFIDAVIT: I cerdfv that A of the foregoing infonnndon is acouray and dwat aH myrk m9I
be done in conipliance with all applicable laws re2LI12tin
my,=: "Cam, Ann:
Praw Onion Anw:s Naml
Prodli,;czd fD-1 T'-pt of,'ID
STEPHANNE R:AUO
Commission# FF 175017
I Novem 20 8f2W8QiresovembMAWSOGGAARaI9
QW7 to Nit
Ty0e pf ID _
BELOW IS FOR OF FICE USE 0-N-LY
Punics ReclAred: Mechanical [—] P --1 G ,. 3E] pcj' — gL V_ iL17
Qnssuccipri Type: OccupancylAe: Mod Zone;
lowl Sq Ft of RM MaMccupancy Load: # or on as:
VVY Coust ruq[o n: Electric - #' of An,'Ps—_ Mumbing - I of Mama
We SprinUer Perniln Yesr—1 N 0 D T, 0 a n j h A I a I - i-, I P e rn t: Yc El No F—I
OPROV--\.I...,S: 7CY\'I-V-',: LAILITIES: WASTE WATER:
ENGPIEERING: FFRE: R ITILDIN(i
COMNIUNTS:
CITY OF SANFORD
3 PERMIVAPPLICATION
Ap plicatio# 6.
alue 4TA TDocumentedConstruction,V
Job Ad JJ.,Jstonp,,. ishOre=
Parcel ]ED: %R- Id -C-0- In-, -if Al,
Type of NyGrky, NeW, AdditionEl Alteration-0 Repair- 0 emo'El -_Chapge,'of.Usp0_, -Move,0
Description of
Plan Review Contact -person:
Phone: I
n A i,
Name:
Street:
City, St, Zip:,
OWner Information
Architect/Engineerinf6rmation
Phone: -
Fax:.
E-mail:
Bonding Company*: Mortgage Lender:
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR'IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUS . T BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH, YOUR LENDER OR AN ATTORNEY BEFORE RECORDING_YGUR NOTICE OF
COMMENCEML7fr.
irdkatc rti ha-iw, Ork
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code
Revised: June 30,2015 Permit Application
NQ-6C7E'-- 1n,,AdditionAo thereciturements of this permit, there may be additional restrictions applicable to this property that -may be
fibund in the public rdcor&-of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance,of permit is verification that I wi 11 notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The Cilyof'Sanif6rd reqdiieSkpdyriierit--df;iol",;d cw feeatthq,tiine: -,permJt,subrjiit6l. A -copy of thepiecuted cOntract is:re4uiredyi
inorftr'tocaWilAfeaplg(n mvi wrchark&,'afidwilt4e considered the eslirna;pO.construction value of thejob atthetir e,ofsubmittal.
the actuAl"ton 6601op vakio, will 156 f1gured'b'ased on,the_,eu;t,cjit ICC Valuation Table in effect at the time the p'e m isissued,inrmit
accdrdaficq.- With l6c4vordir td. hotidd`,calculpited charges,figqred,off the -executed contract exceed the actual constructioli'valbe,
credit will be applied t your'permit fees when the:permit is issued.
R, s APM xvIT: t ify. that all:of the 1bregoing-inforniation is accur.ate Tiat, ork will0W,NL
t . 9bedone 'in compliance with all,4,p limble.,lawsregullain, :ous ruction and zoP.
Signature of Owner/Agent Date -Si teottontractor/Ag6l,
APrinntOwner/Agent's Name -t Contr& dd jl Narne
Date Signature of ry- lorida DaSigna6ue.ofNotiuy-srate of Florida te
0401 CHERYL D AKERS
W
MY COMMISSION # FF998962
V EXPIRES June 05,2020
Owner/Agent is Personally Known to Me, or Known toMe or
Produced ID Type of ID, Produced ID Type of ID,.,
BELOW-I&FIOR OFFICE, USE. ONLY
Permits Required: Building[] Electfloal'o MechanicalE] PlumbingEl 'Gas 0 RoofEl
Construction -Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes[] No[j #-of Heads Fire Alarm Permit: YesE] No [_1
APPROVALS: ZONING: 'UTILITIES:. WASTE WATER:
EN-GR,TEERING:' FIRE: BUILDING:
Re-vised June
7 tff-i W: sp 111016
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RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
P roi . ect Name: Lot283ThornebrookAnastasia LE
Street: 460 le"i
Builder Name: Taylor Morrison
Permi Office: '54e)
11
0qw& City, State, Zip: FL , Permitt Number: 18' 6 SANFO&OOwner: Jurisdiction: 6#1500
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 0
1. New construction or existing New (From Plans) 9. Wall Types (3137.2 sqft.) Insulation Area
2. Single family or multiple fam . ily Single-family
a. Frame - Wood, Exterior R=13.0 1521.00 ft2
b. Concrete Block - Int Insul, Exterior R=1 1.0 1330.00 ft2
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 240.33 ft2
4. Number of Bedrooms 4 d. other (see details) R= 45.89 f12
10. Ceiling Types (1646.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1619.00 ft2
6. Conditioned floor area above grade (ft2) 2730 b. Knee Wall (Vented) R=30.0 27.00 fl,2
c. N/A R= ft2
Conditioned floor area below grade (ft2) 0
11. Ducts R ft2
7. Windows(391.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4
a. U-Factor: Dbl, U=0.34 319.92 ft2 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 252.6
SHGC: SHGC=0.31
b. U-Factor: Dbl, U=0.58 72.00 ft2 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.32
a. Central Unit 25.2 SEER:16.00
b. Central Unit 25.2 SEER:16.00
c. U-Factor: N/A ft2
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2 a. Electric Heat Pump 21.8 HSPF:8.50
SHGC: b. Electric Heat Pump 21.8 HSPF:8.50
Area Weighted Average Overhang Depth: 2.776 ft.
Area Weighted Average SHGC: 0.312 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (2730.0 sqft.) Insulation Area
EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 1467.00 ft2 b. Conservation features
b. Floor Over Other Space R=0.0 1112 00 fl,2 None
c. other (see details) R= 151.00 ft2 15. Credits Pstat
Glass/Floor Area: 0.144
Total Proposed Modified Loads: 74.25 PASSTotalBaselineLoads: 79.68
1 hereby certify that the plans and specifications covered by Review of the plans and If S74 J,
this calculation are in compliance with the Florida Energy specifications covered by this
Code. calculation indicates compliance
AUA;V& with the Florida Energy Code.
PREPARED BY: Before construction is completed
DATE: ___415/18--__ this building will be inspected for
compliance with Section 553.908 E,11111
I hereby certify that this building, as designed, is in compliance Florida Statutes.
with the Florida Energy Code. OD W-E
OWNE BUILDING OFFICIAL:
DATE: DATE:
Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2).
4/5/2018 12:22 PM EnergyGauge(@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2017
PROJECT
Title: Lot283ThornebrookAnastasia Bedrooms: 4 Address Type: Street Address
Building Type: User Conditioned Area: 2730 Lot #
Owner Name: Total Stories: 2 Block/Subdivision:
of Units: I Worst Case: No PlatBook:
Builder Name: Taylor Morrison Rotate Angle: 0 Street:
Permit Office: Cross Ventilation: No County: Seminole
Jurisdiction: 691500 Whole House Fan: No City, State, Zip:
Family Type: Single-family FL ,
New/Existing: New (From Plans)
Comment:
CLIMATE
Design Temp Int Design Temp Heating Design Daily TempVDesignLocationTMYSite97.5% 2.5% Winter Summer Degree Days Moisture Range
FL, Orlando FLORLANDO—INTLAR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 1467 13643.1
2 Block2 1263 11367
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
1 1st Floor 1467 13643.1 Yes 5 1 1 Yes Yes Yes
2 2nd Floor 1263 11367 No 0 3 1 Yes Yes Yes
FLOORS
y# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Floor over Garage 2nd Floor ---- ---- 13 ft2 19 0 0 1
2 Raised Floor 2nd Floor ---- ---- 138 ft2 19 0 0 1
3Slab-On-Grade Edge Insulatio 1 st Floor 147.4 ft 0 1467 ft2 0.37 0 0.63
4 Floor Over Other Space 2nd Floor ---- ---- 1112 ft2 0 0 0 1
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
V # Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Gable or Shed Composition shingles 1810 ft2 406 ft2 Medium 0.85 N 0.85 No 0 2&6
ATTIC
Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1618 ft' N N
4/5/2018 12 22 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2017
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Knee Wall (Vented) 1st Floor 30 Batt 27 ft2 0.11 Wood
2 Under Attic (Vented) Ist Floor 30 Blown 12 ft2 0.11 Wood
3 Under Attic (Vented) 2nd Floor 30 Blown 1607 ft2 0.11 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar BelowV-# Ornt---To-Wall-Type Space R Value-Et-In-Et-in-Area-R Value-Fraction-Absor,-Grade%-
1 E Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0
2 E Exterior Concrete Block - Int Insul 1st Floor 11 5 6 9 4 51.3 ft2 0 0 0.6 0
3 S Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft2 0 0.23 0.6 0
4 S Exterior Concrete Block - Int Insul 1st Floor 11 54 6 9 4 508.7 ft2 0 0 0.6 0
5 W Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0
6 W Exterior Concrete Block - Int Insul 1 st Floor 11 30 0 9 4 280.0 ft2 0 0 0.6 0
7 N Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft2 0 0.23 0.6 0
8 N Exterior Concrete Block - Int Insul 1st Floor 11 52 6 9 4 490.0 ft2 0 0 0.6 0
9 NE Exterior Concrete Block - Int Insul 1st Floor 4.1 4 11 9 4 45.9 ft2 0 0 0.6 0
10 Garage Frame - Wood 1st Floor 13 25 9 9 4 240.3 ft2 0 0.23 0.01 0
DOORS
V Ornt DoorType Space Storms U-Value Width Height Area
Ft In Ft In
1 NE Wood 1 st Floor None 25 2 10 8 22.7 ft2
2 Wood 1 st Floor None 25 2 7 8 20.7 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 E 1 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None
2 S 3 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None
3 S 3 Vinyl Low-E Double Yes 0.34 0.31 IN 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None
4 S 4 Vinyl Low-E Double Yes 0.34 0.31 N 39.1 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None
5 W 5 Vinyl Low-E Double Yes 0.34 0.31 N 45.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None
6 W 6 Vinyl Low-E Double Yes 0.34 0.31 N 58.6 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None
7 W 6 Metal Low-E Double Yes 0.58 0.32 N 72.0 ft' 10 ft 8 in 0 ft 0 in None None
8 N 7 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None
9 N 8 Vinyl Low-E Double Yes 0.34 0.31 N 5.3 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None
10 N 8 Vinyl Low-E Double Yes 0.34 0.31 N 12.9 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None
11 N 8 Vinyl Low-E Double Yes 0.34 0.31 N 39.1 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None
4/5/2018 12:22 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2017
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 455 ft2 455 ft' 64 ft 8 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EqLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000407 2917.8 160.19 301.25 .3662 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
I
2
Electric Heat Pump/
Electric Heat Pump/
Split
Split
HSPF:8.4999 21.8 kBtu/hr 1
HSPF:8.4999 21.8 kBtu/hr 2
sys#1
sys#2
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1
2
Central Unit/
Central Unit/
Split
Split
SEER: 16 25.2 kBtu/hr cfm 0.75 1
SEER: 16 25.2 kBtu/hr cfm 0.75 2
sys#1
sys#2
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
I Electric None Garage 0.95 50 gal 62.3 gal 120 deg None
SOLAR HOT WATER SYSTEM
V FSEC
Cert # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
None None ft2
DUCTS
V # Supply ----
Location R-Value Area
Return ---- Air CFM 25 CFM25
Location Area Leakage Type Handler TOT OUT ON RLF
HVAC #
Heat Cool
1
2
Attic 6 293.4 ft
Attic 6 252-6 ft
Attic
2nd Floor
73.35 ft Default Leakage 2nd Floor (Default) (Default)
63.15 ft Default Leakage 2nd Floor (Default) (Default)
1 1
2 2
4/5/2018 12:22 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2017
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cooling Jan Feb Mar Apr May Jun Jul A.
ug
Oct Dec
Hea JanH F eb Mar Apr MayII Junil Juxl AXj JXJ Seep Oct HNovNov Dec
Ven Jan Feb XX Mar Apr May Jun Jul Aug Sep Oct X Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) 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 78 78 78 78 78 78 78 78 78 78 78 78
PIA 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
4/5/2018 12:22 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 93
The lower the EnergyPerformance Index, the more efficient the home.
FIL,
1 . New construction or existing New (From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=13.0 1521.00 ft2
b. Concrete Block - Int Insul, Exterior R=1 1.0 1330.00 ft'
3. Number of units, if multiple family I c. Frame - Wood, Adjacent R=13.0 240.33 ft2
4. Number of Bedrooms 4 d. other (see details) R= 45.89 ft2
10. Ceiling Types Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1619.00 ft'
6. Conditioned floor area (fl:2) 2730 b. Knee Wall (Vented) R=30.0 27.00 ft2
7. Windows- Description Area
c. N/A R= ft2
a. U-Factor: Dbl, U=0.34 ft2
11. Ducts
319.92
a. Sup: Attic, Ret: Attic, AH: 2nd Floor
R ft2
6 293.4
SHGC: SHGC=0.31 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 252.6
b. U-Factor: Dbl, U=0.58 72.00 ft2
SHGC: SHGC=0.32 12. Cooling systems kBtu/hr Efficiency
c. 0-Factor: N/A ft2 a. Central Unit 25.2 SEER:16.00
SHGC: b. Central Unit 25.2 SEER:16.00
d. U-Factor: N/A ft2
13. Heating systems kBtu/hr EfficiencySHGC:
a. Electric Heat Pump 21.8 HSPF:8.50
Area Weighted Average Overhang Depth: 2.776 ft. b. Electric Heat Pump 21.8 HSPF:8.50
Area Weighted Average SHGC: 0.312
8. Floor Types Insulation Area 14. Hot water systems
Cap: 50 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1467.00 ft2 a. Electric
EF: 0.95
b. Floor Over Other Space R=0.0 1112.00 ft2
c. other (see details) R=
b. Conservation features
151.00 ft'
None
15. Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building
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 Code compliant features.
Builder Signature:
Address of New Home:
Date:
City/FL Zip:
14E S
S,
Vol
OL) W-B
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. Email EnergyGauge tech support at
techsupport@energygauge.com 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.
4/5/2018 12:22 PM EnergyGauge@ USA - RaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
rm% Manual S Compliance Report Job: Lot283ThornebrookAna
QDEL-Alm Date: 6/4/2014
HEATDIG - AIR CONIMIDNING ahu 1 By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FIL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
NO 01 gPt.jodtiffif f,
For: Taylor Morrison
Design Conditions
Outdoor design D13: 92.5'F Sensible gain: 17916 Btuh Entering coil DB: 76.5'F
Outdoor design WB: 76.3'F Latent gain: 3526 Btuh Entering coil WB: 63.2'F
Indoor design DB: 75.00F Total gain: 21441 Btuh
Indoor RH: 50% Estimated airflow: 840 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: SplitASHP
Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230*++TDR
Actual airflow: 840 cfm
Sensible capacity: 18947 Btuh 106% of load
Latent capacity: 3761 Btuh 107% of load
Total capacity: 22708 Btuh 106% of load SHR: 83%
Design Conditions
Outdoor design DB: 41.7'F Heat loss: 16674 Btuh Entering coil DB: 69.5'F
Indoor design DB: 70.00F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230++TDR
Actual airflow: 840 cfm
Output capacity: 22379 Btuh 134% of load Capacity balance: 35 'F
Supplemental heat required: 0 Btuh Economic balance: -99 'F
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airf low: 840 cfm
Output capacity: 5.0 kW 101% of load Temp. rise: 50 'F
Meets all requirements of ACCA Manual S.
Fk wrightsoft- 2018-Apr-05 12:28:11
1$ --.-, - Right -Suite@ Universal 2018 18.0.10 RSU24011 Page I
14CAC'k ... kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE.rup Calc = MJ8 House faces: E
For: Taylor Morrison
Design Conditions
Outdoor design DB: 92.5'F Sensible gain: 16768 Btuh Entering coil DB: 78.0'F
Outdoor design WB: 76.3'F Latent gain: 3053 Btuh Entering coil WB: 63.9'F
Indoor design DB: 75. O'F Total gain: 19821 Btuh
Indoor RH: 50% Estimated airflow: 840 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: SplitASHP
Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230*++TDR
Actual airflow: 840 cfm
Sensible capacity: 17533 Btuh 105% of load
Latent capacity: 3370 Btuh 110% of load
Total capacity: 20903 Btuh 105% of load SHR: 84%
N, n4m T
H "JI wAftw
ea ilgi,,quipph,
Design Conditions
Outdoor design DB: 41.7'F Heat loss: 13968 Btuh Entering coil DB: 69.0'F
Indoor design DB: 70.0'F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: SplitASHP
Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230*++TDR
Actual airflow: 840 cfm
Output capacity: 22420 Btuh 161% of load Capacity balance: 30 'F
Supplemental heat required: 0 Btuh Economic balance: -99 'F
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airf low: 840 cfm
Output capacity: 3.5 kW 84% of load Temp. rise: 13 'F
Meets all requirements of ACCA Manual S.
wrightsoft- 2018-Apr-05 12:28:11
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kAnast as iaGLE\ Lot 283T hornebrookAnast as iaGL E. rup Calc = MJ8 House faces: E
Component Constructions Job: Lot283ThornebrookAna
DEL-AIR Date: 6/4/2014
HEAHNG - JUR COHMMOIG Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: Taylor Morrison
Location: Indoor: Heating Cooling
Orlando Intl AR FL, US Indoor temperature (IF) 70 75
Elevation: 95 ft Design TD (OF) 28 18
Latitude: 280N Relative humidity 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4
Dry bulb (IF) 42 93 Infiltration:
Daily range (OF) - 17 ( M Method Simplified
Wet bulb (IF) - 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Cig HTM Gain
ft Btu h/ft-F hl-'F/Btuh Btuh/V Btu h BtuhW Btu h
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int
fnsh, ZW" wood frm, 16" o.c. stud
13A-7.5ocs: Blk wall, stucco ext, r-9 ext bd ins, 8" thk, 1/2" gypsum
board i nt fns h
16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2"
gypsum board int fnsh
Partitions
12C-Osw: Frm wall, r-13 cav ins, 112" gypsum board int fnsh, 2"x4"
wood frm, 16" o.c. stud
n 461 0.091 13.0 2.58 1186 2.34 1079
e 240 0.091 13.0 2.58 618 2.34 562
s 431 0.091 13.0 2.58 1109 2.34 1009
W 225 0.091 13.0 2.58 579 2.34 527
all 1356 0.091 13.0 2.58 3492 2.34 3177
n 433 0.095 7.5 2.69 1163 1.67 721
ne 24 0.095 7.5 2.69 63 1.67 39
e 51 0.095 7.5 2.69 138 1.67 86
S 470 0.095 7.5 2.69 1263 1.67 783
w 150 0.095 7.5 2.69 402 1.67 249
all 1127 0.095 7.5 2.69 3030 1.67 1879
e 29 0.032 30.0 0.91 26 2.38 69
220 0.091 13.0 2.58 566 1.44 317
Windows
2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, n
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 ft e
overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht s
s
w
all
2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; I ft
overhang (3.17 ft window ht, 11.67 ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n
1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium; 1 ft
overhang (4.2 ft window ht, 11.67 ft sep.); 6.67 ft head ht
30 0.340 0 9.62 289 10.6 317
30 0.340 0 9.62 289 30.4 911
30 0.340 0 9.62 289 10.8 323
30 0.340 0 9.62 289 10.8 323
45 0.340 0 9.62 433 30.4 1366
165 0.340 0 9.62 1588 19.6 3241
5 0.340 0 9.62 51 10.6 56
13 0.340 0 9.62 125 10.6 137
Fk wrightsoft- 2018-Apr-05 12:28:11
Right -Suite@ Universal 2018 1&0 10 RSU24011 Page 1
kAnas I as iaGLE\ Lot 283T hornebrook Anastas iaG L E. rup Calc = MJ8 House faces: E
2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 39 0.340
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 ft s 39 0.340
overhang (6.3 ft window ht, 11.67 ft sep.), 6.67 ft head ht w 58 0.340
all 136 0.340
2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 72 0.580
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32), 10.67 ft overhang (8 ft
window ht, 0 ft sep.); 6.67 ft head ht
Doors
11 DO: Door, wd sc type ne 23 0.390
n 21 0.390
all 43 0.390
Ceilings
16CR-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1619 0.026
gypsum board int fnsh
Floors
20P-1 91: Flr floor, frm f1r, 12" thkns, r-19 cav ins, gar ovr 13 0.050
20P-19t: Flr floor, frm f1r, 6" thkns, r-19 cav ins, amb ovr 138 0.050
22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989
Fp- wrightsoft- la t= Right -Suite@ Universal 2018 18.0.10 RSU24011
CCA ...kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE.rup Cale = MJ8 House faces E
0 9.62 374 10.6 411
0 9.62 374 12.2 472
0 9.62 561 30.4 1769
0 9.62 1308 19.5 2653
0 16.4 1182 16.8 1213
0 11.0 250 12.0 272
0 11.0 228 12.0 248
0 11.0 478 12.0 520
38.0 0.74 1192 1.15 1863
19.0 1.41 18 0.71 9
19.0 1.41 195 0.71 98
0 28.0 4126 0 0
2018-Apr-05 12:28:11
Page 2
jQDEL-AIR Component Constructions
HUFING - AIR CONIJIT1101111,10 ahu 1
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY. SANFORD, FIL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: Taylor Morrison
Job: Lot283ThornebrookAna
Date: 6/4/2014
By: FJF
Location: Indoor: Heating Cooling
Orlando Intl AR FL, US Indoor temperature (OF) 70 75
Elevation: 95 ft Design TD (OF) 28 18
Latitude: 280N Relative humidity 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4
Dry bulb (OF) 42 93 Infiltration:
Daily range (OF) - 17 M Method Simplified
Wet bulb (OF) - 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
ft BtuhV-*F ft-'F/Btulh Btuh/ft2 Btu h Btu h1h2 Btu h
Walls
13A-7.5ocs: Blk wall, stucco ext, r-9 ext bd ins, 8" thk, 112" gypsum n 433 0.095 7.5 2.69 1163 1.67 721
board int fnsh ne 24 0.095 7.5 2.69 63 1.67 39
e 51 0.095 7.5 2.69 138 1.67 86
s 470 0.095 7.5 2.69 1263 1.67 783
w 150 0.095 7.5 2.69 402 1.67 249
all 1127 0.095 7.5 2.69 3030 1.67 1879
16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" e 29 0.032 30.0 0.91 26 2.38 69
gypsum board int fnsh
Partitions
12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4"
wood frm, 16" o.c. stud
Windows
2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft
overhang (3-17 ft window ht, 11.67 ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft
overhang (4.2 ft window ht, 11.67 ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, n
1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium; 1 ft s
overhang (6.3 ft window ht, 11.67 It sep.); 6.67 ft head ht W
all
2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w
1/4" gap, 1/8" thk, NFRC rated (SHGC=0.32); 10.67 ft overhang (8 It
window ht, 0 It sep.), 6.67 ft head ht
Doors
11 DO: Door, wd sc type ne
n
all
220 0.091
5 0.340
13 0.340
13.0 2.58 566 1.44 317
0 9.62 51 10.6 56
0 9.62 125 10.6 137
39 0.340 0 9.62 374 10.6 411
39 0.340 0 9.62 374 12.2 472
58 0.340 0 9.62 561 30.4 1769
136 0.340 0 9.62 1308 19.5 2653
72 0.580 0 16.4 1182 16.8 1213
23 0.390 0 11.0 250 12.0 272
21 0.390 0 11.0 228 12.0 248
43 0.390 0 11.0 478 12.0 520
F_ vwrightsoft, 2018-Apr-05 12:28:11
Right-Suile@ Universal 2018 18.0.10 RSU24011 Page 3
kAnastas i aGLE\ Lot 283T hornebrookAnas I as iaG L E. rup Calc = MJ8 House faces: E
Ceilings
16CR-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 112" 12 0.026
gypsum board int fnsh
Floors
22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989
38.0 0.74 9 1.15 14
0 28.0 4126 0 0
4 - wrightsci-ft- 2018-Apr-05 12:28:11
1
1 .."
111-11 Righl-Suile@ Universal 2018 1M.10 RSU24011 Page 4
ICC I ... kAnas I asiaGLE\ Lot 283T hornebrookAnas t as i aGL E. rup Calc = MJ8 House faces: E
Component Constructions Job: Lot283ThornebrookAna
JQDEL-AIR Date: 6/4/2014
HFATMG - JUR CNOMM11118 ahu 2 By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: Taylor Morrison
Location:
Orlando Intl AR FL, US
Elevation: 95 ft
Latitude: 280N
Outdoor: Heating Cooling
Dry bulb (OF) 42 93
Daily range (OF) - 17 M
Wet bulb (OF) - 76
Wind speed (mph) 15.0 7.5
Indoor:
Indoor temperature (OF)
Design TD (OF)
Relative humidity (%)
Moisture difference (gr/lb)
Infiltration:
Method
Construction quality
Fireplaces
Heating
70
28
30
1.5
Simplified
Average
0
Cooling
75
18
50
46.4
Construction descriptions Or Area U-value Insult R Htg HTM Loss Clg HTM Gain
ft Btuh/ft-F ft2-'F/Btu h Btu hV Btuh BtuhV Btu h
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 112" gypsum board int n 461 0.091 13.0 2.58 1186 2.34 1079
fnsh, 2"x4" wood frm, 16" o.c. stud e 240 0.091 13.0 2.58 618 2.34 562
s 431 0.091 13.0 2.58 1109 2.34 1009
W 225 0.091 13.0 2.58 579 2.34 527
all 1356 0.091 13.0 2.58 3492 2.34 3177
Partitions
none)
Windows
2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 30 0.340 0 9.62 289 10.6 317
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; I ft e 30 0.340 0 9.62 289 30.4 911
overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht s 30 0.340 0 9.62 289 10.8 323
s 30 0.340 0 9.62 289 10.8 323
W 45 0.340 0 9.62 433 30.4 1366
all 165 0.340 0 9.62 1588 19.6 3241
Doors
none)
Ceilings
16CR-38ad: Attic ceiling, asphalt shingles roof mat, r-38 cell ins, 112" 1607 0.026 38.0 0.74 1182 1.15 1849
gypsum board int fnsh
Floors
20P-1 9t: Flr floor, frm f1r, 12" thkns, r-1 9 cav ins, gar ovr 13 0.050 19.0 1.41 18 0.71 9
20P-19t: Flr floor, frm fir, 6" thkns, r-19 cav ins, amb ovr 138 0.050 19.0 1.41 195 0.71 98
Fp- wrightsci-ft- 2018-Apr-05 12i28:11
14= -::..-'--_.'. Right -Suite@ Universal 2018 18.0 10 RSU24011 Page 5
ACCK ...kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE.rup Calc = MJ8 House faces: E
Project Summary Job: Lot283ThornebrookAna
Z-ADEL-AIR Date: 6/4/2014
HEATING - AIR CONDITIONING Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: Taylor Morrison
Winter Design Conditions
Outside db 42 OF
Inside db 70 OF
Design TD 28 OF
Heating Summary
Structure 23347 Btuh
Ducts 7296 Btuh
Central vent (0 cfm) 0 Btuh
Humidification
pipigg
Equipment load
Infiltration
Method
Construction quality
Fireplaces
Summer Design Conditions
Outside db 93 OF
Inside db 75 OF
Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 46 gr/lb
Sensible Cooling Equipment Load Sizing
Structure 23452 Btuh
Ducts 10973 Btuh
Central vent (0 cfm) 0 Btuh
0 Btuh Blower 0 Btuh
0 Btuh
30643 Btuh Use manufacturer's data y
Rate/swing multi lier 1.00
Equipment sensibe load 34425 Btuh
Simplified Latent Cooling Equipment Load Sizing
Average
0 Structure 4300 Btuh
Ducts 2278 Btuh
Central vent (0 cfm) 0 Btuh
Heating Cool in
Area (ft2) 2730 27A
Volume (ft3) 28169 28169
Air changes/hour 0.41 0.21
Equiv. AVF (cfm) 192 99
Heating Equipment Summary
Make n/a
Trade n/a
Model n/a
AHRI ref n/a
Efficiency n/a
Heating input
Heating output 0 Btuh
Temperature rise 0 OF
Actual air flow 0 cfm
Air flow factor 0 cfm/Btuh
Static pressure 0 in H20
Space thermostat n/a
Equipment latent load 6579 Btuh
Equipment Total Load (Sen+Lat) 41004 Btuh
Req. total capacity at 0.70 SHR 4.1 ton
Cooling Equipment Summary
Make n/a
Trade n/a
Cond n/a
Coil n/a
AHRI ref n/a
Efficiency n/a
Sensible cooling 0 Btuh
Latent cooling 0 Btuh
Total cooling 0 Btuh
Actual air flow 0 cfm
Air flow factor 0 cfm/Btuh
Static pressure 0 in H20
Load sensible heat ratio 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Fk wvirigI"t::sc3-f1t:- 2018-Apr-05 12:28:11
11-111-1- Right -Suite@ Universal 2018 18.0.10 RSU24011 Page I
ACCK ...kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE.rup Calc = MJ8 House faces. E
4,DEL-AIR Project Summary
HEATING - AIR CONDITIONING ahu 1
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax. 407-333-3853 Web: WWW.DEL-AIR.COM
For: Taylor Morrison
Job: Lot283ThornebrookAna
Date: 6/4/2014
By: FJF
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 46 gr/lb
Heating Summary
Structure 13768 Btuh
Ducts 2907 Btuh
Central vent (0 cfm) 0 Btuh
Qone)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 16674 Btuh
Infiltration
Method
Construction quality
Fireplaces
Simplified
Average
0
Heati n Coolin
Area (ft2) 10 17
Volume (ft3) 13706 13706
Air changes/hour 0.40 0.21
Equiv. AVF (cfm) 92 47
Heating Equipment Summary
Make Lennox
Trade MERIT
Model 14HPX-024-230-19
AHRI ref 10258598
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 35 OF
8.5 HSPF
21800 Btuh @ 47'F
24 OF
840 cf m
0.050 cfm/Btuh
0.30 in H20
Backup:
Input = 5 kW, Output = 16909 Btuh, 100 AFUE
Sensible Cooling Equipment Load Sizing
Structure 13670 Btuh
Ducts 4245 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiplier 1.00
Equipment sensible load 17916 Btuh
Latent Cooling Equipment Load Sizing
Structure 2689 Btuh
Ducts 837 Btuh
Central vent (0 cfm) 0 Btuh
pone)
Equipment latent load 3526 Btuh
Equipment Total Load (Sen+Lat) 21441 Btuh
Req. total capacity at 0.75 SHR 2.0 ton
Cooling Equipment Summary
Make Lennox
Trade MERIT
Cond 14HPX-024-230-19
Coil CBA27UHE-024-230*++TDR
AHRI ref 10258598
Efficiency 13.5 EER, 16 SEER
Sensible cooling 18900 Btuh
Latent cooling 6300 Btuh
Total cooling 25200 Btuh
Actual air flow 840 cfm
Air flow factor 0.047 cfm/Btuh
Static pressure 0.30 in H20
Load sensible heat ratio 0.84
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Fk 2018-Apr-05 12:28:11
Right -Suite@ Universal 2018 18.0.10 RSU24011 Page 2
14CCN ... kAnastasiaGLE\Lo(283ThornebrookAnastasiaGLE.rup Calc = MJ8 House faces: E
jQffEj%EL-A1R Project Summary
HEATING - AIR CONDITIONRIG ahu 2
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-38 53 Web: WWW.DEL-AIR.COM
For: Taylor Morrison
Job: Lot283ThornebrookAna
Date: 6/4/2014
By: FJF
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 46 gr/lb
Heating Summary
Structure 9579 Btuh
Ducts 4389 Btuh
Central vent (0 cfm) 0 Btuh
Qone) .
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 13968 Btuh
Infiltration
Method
Construction quality
Fireplaces
Sensible Cooling Equipment Load Sizing
Structure 9957 Btuh
Ducts 6810 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multi lier 1.00
Equipment sensible load 16768 Btuh
Simplified Latent Cooling Equipment Load Sizing
Average
0 Structure 1612 Btuh
Ducts 1441 Btuh
Central vent (0 cfm) 0 Btuh
Heating Cooling
Area (ft2) 1263 1263
Volume (ft3) 14463 14463
Air changes/hour 0.42 0.21
Equiv. AVF (cfm) 100 51
Heating Equipment Summary
Make Lennox
Trade MERIT
Model 14HPX-024-230-19
AHRI ref 10258598
none)
Equipment latent load 3053 Btuh
Equipment Total Load (Sen+Lat) 19821 Btuh
Req. total capacity at 0.75 SHR 1.9 ton
Cooling Equipment Summary
Make Lennox
Trade MERIT
Cond 14HPX-024-230-19
Coil CBA27UHE-024-230*++TDR
AHRI ref 10258598
Efficiency 8.5 HSIPF Efficiency 13.5 EER, 16 SEER
Heating input Sensible cooling 18900 Btuh
Heating output 21800 Btuh @ 470F Latent cooling 6300 Btuh
Temperature rise 24 OF Total cooling 25200 Btuh
Actual air flow 840 cfm Actual air flow 840 cfm
Air flow factor 0.060 cfm/Btuh Air flow factor 0.050 cf m/Btuh
Static pressure 0.30 in H20 Static pressure 0.30 in H20
Space thermostat Load sensible heat ratio 0.85
Capacity balance point = 30 OF
Backup:
Input = 3 kW, Output = 11784 Btuh, 100 AFUE
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
44- VVrii.0Nt_-&C3,ft,, 2018-Apr-05 12:28:11
Right -Suite@ Universal 2018 1&0.10 RSU24011 Page 3
CCKA ... kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE.rup Calc M,18 House faces: E
MDEL-AIR Right-M Worksheet3PY,
Entire House
DEL -AIR HEATING &AIR
CONDITIONING
531 CODISCO WAY. SANFORD, FIL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot283Th orneb rookAn astas
Date: 6/4/2014
By: FJF
I Room name Entire House ahu 1
2 Exposed wall 316.4 ft 147.4 ft
3 Room height 9.2 ft 9.3 ft
4 Room dimensions
5 Room area 3076.0 ft2 1469.0 ft2
Ty Construction U-value Or HTIM Area (ft2) Load Area (ft2) Load
number Btuh/ft2-'F) Btuh/ft2) or perimeter (ft) 13tuh) or perimeter (ft) 13tuh)
Heat Cool G ross N/P/S Heat Cool Gross N/P/S Heat Cool
6 1'2C-Osw 0; 091 n",
n,,,, 9.62
Td4
10.58
491
30
4i3l
0
1186
289
Q7,9
1
A O
Z o
0
0
0
0
o
13A-7.5ocs 0.095 n 2.69 1.67 490 433 1163 721 490 433 1163 721
2A-20v 0.340 n 9.62 10.58 5 0 51 56 5 0 51 56
11 2A-20v O 340 n 9.62 10.58 13 0 125 137 13 0 125 137
2A-2ov 340 n 962 10.58 39, 0 374. 411, 39 0 374. 411
13A-7.5ocs - 2:69 1 6_7 4 7777'7'79 39 46 4Y 39
11DO 1 11.04 11 99
270
23 rm ZT2 2 3) 2 272
T-6
12C-Osw 0.091 e 2.58 2:4 562 1 01 01 0 0
2A-2ov 0.340, e 9.621 30.36 30F 911 0 n
13A-7.5ocs 0.095 s 2 661 1:671 50131, 47001 12643 783 508 470 1263 7183
2.A-2ov 0.340 s 9 2 12 15 3 3T 472 qk 0 374 472
0s0091 :58 270 225 579 527 0 0 012C-0 w
45 5.6, AtR,52 0 0v2 ___A33, _1362A-2o _HMI IN 1— j62
7"'
36"
364
0
13A-7 5ocs 0.095 w 280 150 402 249 280 150 402 249
12A-2omd 0-580 w 11 72 144 1182k 1213 72 144 1182 1213
61 c) AED excursion 1 19341 1 1 2110
Envelope loss/gain 17375 17165 10900 8967
12 a) Infiltration 5972 1891 2867 908
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 6 1380 6 1380
Appliances/other 3015 2415
Subtotal (lines 6 to 13) 23347 234521 13768 13670
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 S ubtotal 23347 23452 13768 13670
15 Duct loads 1 31%1 47% 7296 10973 21% 31% 29071 424
Total room load 30643 34425 16674 17916
Air required (cfm) 1680 16801 840 8401
Calculations aoDroved bv ACCA to meet all reauirements of Manual J 8th Ed
14 _
I-_ —
I
ii . Ig ., f " I . - , — , . f
1 11
t
I - Right -Suite@ Universal 2018 18.0A0 RSU24011
2018-Apr-05 12:28:11
AC(ak Page 1
kAnastasiaGLF\Lot283ThornebrookAnastasiaGLE.rup Calc = MJ8 House faces: E
DELAIR Right-M Worksheet
Entire House
DEL -AIR HEATING &AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot283Tho rnebroo kAnastas
Date: 6/4/2014
By: FJF
1 Room name ahu 2
2 Exposed wall 169.0 ft
3 Room height 9.0 ft
4 Room dimensions
5 Room area 1607.0 ft2
Ty Construction U-value Or HTM A rea (f t2) Load Area Load
number Btuh/ft2-'F) Btuh/ft2) or perimeter ft) Btuh) or perimeter
Heat Cool Gross N/P/S Heat Cool G ross N/P/S Heat Cool
6 A 2C-Osw
2 A-20v
n
n
258
9.62
491 461 1186
289
1079
13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0
2A-2ov 0.340 in 9.62 1 0.58 0 0 0 0
11 2A-2ov 0.340 n 9.62 10.58 0 0 0 0
2A-2ov 0.340 n 9.62 10.58 0. 0 0 0 1 1
13A-7.5ocs
11 DO
0.095
U00
ne
ne::
2,6 "
17' 04,
1.67
11.99 0 0
T-6
12C-0 w
2A-2.
s
v
2.5819.621 2.34
30.36
270
30
240
0
618
289 5621911
1 3A 7.5ocs 0 51 2 69 1 1 :67 0 0
0 15t—G 2A 62 12 0 0 0-
234 270, J ... `225 527
3F o —433 _jW149 —92 _56Z 0' ' 4'1111"?',,' , 4 , _36ra
13A-7.5ocs 0 2.69 1.67 0 0 0 0T--G 2A-2omd 0 1—fl, 16.41 ri 6.85 0 0 0 0
61 c) A ED excursion 01 1
Envelope loss/gain 6475 8374
12 a) Infiltration 3104 983
b) Room ventilation 0 0
13 Internal gains: Occupants @ 230 0 0
Appliances/other 600
Subtotal (lines 6 to 13) 9579 9957
Less external load 0 0
Less transfer 0 0
Redi st ribution 0 0
1 4 Subt otal 9579 9957
15 Duct loads 46% 681% 4389 68101
Total room load 13968 16768
Air required (cfm) 840 840
Calculations aDoroved bv ACCA to meet all reauirements of Manual J 8th Ed
14- 2018-Apr-05 12:28:11
Right-Suile@ Universal 2018 18.0.10 RSU24011 Page 2
kAn ast as iaG LE\ Lot 283T hornebrook Anast as iaG LE rup Calc MJ8 House faces: E
DEL -AIR Right-JO Worksheet
ahu 1
DEL -AIR HEATING &AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FIL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot283Thorneb rookAn astas
Date: 6/4/2014
By: FJF
1 Room name ahu 1 mstr rm
2 Exposed wall 147.4 ft 42.0 It
3 Room height 9.3 ft 9.3 It heat/cool
4 Room dimensions 17.0 x 15.5 ft
5 Room area 1469.0 ft2 263.5 ft2
Ty Construction U-value Or HTM Area (ft2) Load Area (f t2) Load
number Btuh/ft2-'F) Btuh/ft2) or perimeter (ft) Bt h) or perimeter ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S H eat Cool
6 Vr 12C--'OsW-, - 0.091
0.340
n
n-
O 00
aOLE
0.00
0.00",
0 0
0
0 0 0
0
0
W 13A-7.5ocs 0.095 n 2.69 1.67 490 433 1163 721 159 159 426 264
2A-2ov 0.340 n 9.62 10.58 5 0 51 56 0 0 0 0
11 2A-2ov 0.340 n 9.62 10.58 13 0 125 137 0 0 0 0
2A-2ov 0.340 in 9-62 10.58 39 0 374 411 0 0 0 0
L'-D
3A '75 111 DO
0.095b.&390 rip, 2.69
11.
041"
67
4'1 q§111'
466
23
I 24
232r 63
50
39
272 0
0
0 6
T--G
12C-Osw
2A-20V
0.091
0.340
e
e
0.00
0.00
0.0010.00
0
0
0
0
0
0
0
0 010
0
0
0
0
13A-7.50cs 0.095 s 2.69 1' 67 508 470 1263 77 89 81 238 148
2A-2ov 0.340 9 .6212 15 q 0 374 417? 0 0 0 0.
0 0 0, 1 -Osw P '7 0 091 Uw :00 '0 '00. 002C00
0 -060_" _06 _0__0_ A-2mL 0A -0.
13A-7.5ocs 0.095 w 2.69 1.67 280 50 402 249 145 86 232 144
2A-2omd 0.580 w 16.41 16.85 72 144 1182 12131 0 0 0 0
61 c) AED excursion 1 2110 1 1 849
Envelope loss/gain 10900 2659 3244
12 a) Infiltration 2867 18967908 859 272
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 6 1 380 1 230
Appliances/other 2415 600
Subtotal (lines 6 to 13) 13768 136701 3518 4346
Less external load 0 01 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 371 68 13 670 351 8 434 6
15 Duct loads 21% 31% 2907 4245 21% 31% 743 1350
Total room load 16674 17916 4261 5695
Air required (cfm) 840 840 215 2671
Calculations aiDiDroved bv ACCA to meet all reauirements of Manual J 8th Ed
4- 2018-Apr-05 12:28 11
Right-Suile@ Universal 2018 18.0.10 RSU24011
kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE.rup Calc - MJ8 House faces: E
Page 3
j DEL-AIR Right-JO Worksheet
HEUM =1 CINAMMING
ahu 1
DEL -AIR HEATING &AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FIL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot283Th orneb roo kAn astas
Date: 6/4/2014
By: FJF
I Room name mstr bth mstr wic
2 Exposed wall 12.0 It 0 It
3 Room height 9.3 It heat/cool 9.3 It heat/cool
4 Room dimensions 12.0 x 8.0 It 6.5 x 7.5 It
5 Room area 96.0 ft2 48.8 ft2
Ty Construction U-value Or HTM A rea (fj2) Load A rea (I t2) Load
number Btuh/ft2-oF) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool G ross N/P/S Heat Cool
6 A 2C-Osw 0.091 nj 0.00 0 p, 0 0
0.340 n 0. 00 0.0() W o- o- 0
13A-7.5ocs 0.095 n 2.69 1.67 112 112 301 187 0 0 0 0
2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0
11 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0
2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0
0,095 1.9697
e-" -0 0 j' ' ' 0 01- 0
3 90 ne- 0 0 0 0 G
t-G
12C-0sw 0.091 e 0.00 0.00 0 0 0 0 0 0
2A-2ov 0.340 e 0.00 0.00 0 0 0 01 0 01
13A-7.5ocs 0.095 s 2.69 1.67 0 0 0 0 0 0VL_.G 2A-2ov 0-340 s - 9.62 __ _12.15 0 0 -0 ___ 0 0_..._0_ 0
7 __ _' -01,26'9s . PQ W^" 0. 00 0, 6091 w 0 0 0 0'_"' 0 0"' 94 _2A-2o_v.*,,,,,, -0-3-40 -0-0-0- 0 o o vv- "b " , I " n
13A-7.5ocs 0.095 w 2.69 1.67 0 0 0 0 0 0 0 0
2A-2omd 0.580 w 16.41 16.85 0 0 0 0 0 0 0 0T::2 2A-2ov 0.340 w 9 RP qn qF; n n n n n n h n
61 c) AED excursion 111 0
Envelope loss/gain 637 176 0 0
12 a) Infiltration 229 72 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 5
Subtotal (lines 6 to 13) 865 2481 0 5
Less external load 0 01 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 865 248 0 5
15 Duct loads 21% 31% 193 77 21% 31% 0 1
Total room load 1048 325 0 6
Air required (cfm) 53 15 01 0
Calculations a0proved bv ACCA to meet all reouirements of Manual J 8th Ed
4sF--
4-
Right -Suite@ Universal 2018 18.0.10 RSU24011
2018-Apr-05 12:28:11
ACCk Page 4
kAnast as iaGLE\ Lot 283ThornebrookAnas I asiaGLE. run Calc = VIJ8 House faces E
DEL -AIR Right-JO Worksheet
HEATUM AM MMMONING
ahu 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY. SANFORD, FIL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot283Tho rnebroo IkAn astas
Date: 6/4/2014
By: FJF
1 Room name mstr wc study
2 Exposed waJI 0 ft 10.5 ft
3 Room height 9.3 It heat/cool 9.3 ft heat/cool
4 Room dimensions 5.5 x 3.5 ft 10.5 x 11.5 ft
5 Room area 19.3 ft2 120.8 ft2
Ty Construction LI-value Or HTIVI Area (f t2) Load A rea (ft2) Load
number Btuh/ft2-'F) B tUWft2) o r perimeter ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 0.091 n 0.00 0 0 0 01 IM-00 0 0 0212A
Osw
0, K n 0. 0 0 0
w 13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 98 59 159 99
2A-2ov 0.340 n 9.62 1 0.58 0 0 0 0 0 0 0 0
11 2A-2ov 0.340 n 9.62 m58 0 0 0 0 0 0 0 0
2A-2ov 0.340 n 9.62 M58 0 0 0 39 0 374 411
13AM56dE hb, 2.69 1.67 0 0 0 0 0___"' 0 0
11.04 0 0 0 0
T-6
12C-0sw OM1 e 0.00 0.00 0 0 0 0 0 0 0 0
2A-20V 0.340 e 0.00 0.00 0 0 0 0 0 0 0
rv= 13A17.5ocs ... 2 69, 0
o
o 0 0 0
w 16A-30ad 0.032 e 0.91 2.38 0
o
0 0 0 0 0 0 0
2A-
0.091
U40
s 0.00,
000, 0.00 0
6
o
0
ml 4-MV
110 111' 0 i_,W,' 0 0:
1
0
SO'? s
d
0 0 0111 0
2B 2fv 340 s, 0.00
66
0.00 o d"" 0
1 , ,
0 o W ' 0
t__6
13A-7.5ocs 0.095 s a 1.-6,7, 0 0 0 0 0 0 0 0
2A-2ov 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0
12C_GSW 0.(jb 0.00 0 0 0 0 0 020LL&- 0-00- _'-0. 00 L___0 G -I a 0 0-
13A-7.5ocs 0.095 w 2.69 1.67 0 0 0 0 0 0 0 0
2A-2omd 0.580 w 16.41 16.85 0 0 0 0 0 0 0 0
2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0
P . ........ 12C-Osw 0,091 2:58 1.44 0 7T_ptW j;,"1,"' 0 0 0 0 0
390 6- ___11_04 0 o
C 16CR-38ad 0.026 0.74 1.15 0 0 0 0 0 0 0 0
E,-, 20P-T§F 0.050 0.00 0.00 0 0
F 20P-1 0.050 0.00 0.00 0 0 0 0 0
22A-tpl.. 0!989 0.00 19 0 .... 0 0 121 11 4 294: 7" '0
1 77
wl;''" W x W 1 11
6 C) AED excursion 0 24
Envelope loss/gain 0 0 827 485
12 a) Infiltration 0 0 200 63
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 5 0
Subtotal (lines 6 to 13) 0 5 1027 549
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 0 5 1027 549
Duct loads 21% 31% 0 1 21%1 31%1 2171 170
r15 Total room load 0 6 1 1243 719
Air required (cfm) 01 01 63 34
Calculations awroved bv ACCA to meet all reauirements of Manual J 8th Ed
Q -
J,--
2018-Apr-05 12:28 11
A(_-C-K
I.I..''..,.."'..-""..."..I Right -Suite@ Universal 2018 18 010 RSU24011 Page 5
kAnast asiaG LE\ Lot 283ThornebrookAnas I as i aG L F. rup Calc - IVJ8 House faces: E
j -
1
DEL-AIR Right-M Worksheet
Run" - AM CIDIMMONDIG
ahu 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot283ThornebrookAnastas
Date: 6/4/2014
By: FJF
I Room name util pwdr
2 Exposed wall 6.5 If 12.0 It
3 Room height 9.3 If heat/cool 9.3 If heat/cool
4
5
Room dimensions
Room area
6.5 x 6.5 If
42.3 ft2
6.5 x 6.5 If
42.3 ft2
Ty Construction U-value Or HTIVI Area (ft2) Load A rea (ft2) Load
number Btuh/ft2-'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 t ___G,
12C-0sw',,"-
2A-2ov
b.691
0 n:
0.00
0.00
0.00
0.00
A o
0
0 0 0
0 0
WL
13A-7.5ocs 0.095 n 2.69 1.67 61 48 128 80 61 55 149 92
2A-2ov 0.340 n 9.62 10.58 0 0 0 0 5 0 51 56
11 2A-2ov 0.340 n 9.62 10.58 13 0 125 137 0 0 0 0
2A-2ov 0.340 n 9. 10.5f3 0 0 0 0 0 0 0 0
t---G
JIDO
12C-OswI 0.091
ne
e
I 2.69
11.04
0.00
1 711ibE
0001
0
0
0
0
0
0
0
0
6
0 0-0
0
01
0
0
b
0
2A-20v 0.3401 e 0.00 0,00 0 0 0 0 01
13A-7.5 s 0.095 s 1 2.6 -67 0 0 0 0 0 0
0 0- 0 0 0
oc 9 1
2A-2ov 0340 s 62 15 0 0
A 2C(!Isw
2 - _
o0, "o00w0.00 000 0
2A-2cy n n n -0Q.Da _0'dod , " - -0
13A-7.5ocs 0.095 w 2.69 1.67 0 01 0 0 0 0
6.41 16.85 0 0 0 02A-2omd 0.580 w 0 0 0
61 c) AED excursion 1 361 1 1 -13
Envelope loss/gain 435 180 673 221
12 a) Infiltration 124 39 229 72
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 600 0
Subtotal (lines 6 to 13) 559 8191 902 293
Less external load 0 01 0 0
Less transfer 0 0 0
Redi ributionst 0 0 0 0
14 Subtotal 559 8 19 902 293
15 Duct I oads 21% 31% 118 2504 21% 31% 190 91
Total room load 676 1074 1092 384
Air required (ctm) 34 50 55 18
Calculations aoDroved bv ACCA to meet all reauirements of Manual J 8th Ed
L-- _&_ 2018-Apr-05 12:28:11
4('--CN
I-,.,,. I,,,.,. - 1-11-11 Right -Suite@ Universal 2018 1&0.10 RSU24011 Page 6
kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE rup Calc = MJ8 House faces: E
DEL-AIR Right-M Worksheet
ahu 1
DEL -AIR HEATING &AIR
CONDITIONING
531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web WWW.DEL-AIR.COM
1 Room name
2 Exposed wall
3 Room height
4 Room dimensions
5 Room area
Ty IConstructionnumber
6 "Y
Job: Lot283Thornebroo kAnastas
Date : 6/4/2014
By: FJF
family rm
i
dining rm
35.0 It 10.0 It
9.3 It heat/cool 9.3 ft heat/cool
20.5 x 14.5 It 1.0 x 210.0 It
297.3 ft2 210.0 ft2
U-value Or HTIVI A rea (ft2) Load Area (ft2) Load
Btuh/fj2_oF) (Btuh/ft2) or perimeter (ft) (Btuh) o r perimeter (ft) (13tuh)
Heat I Cool Gross N/P/S Heat Cool G no. I N/P/S He, I Cool
01 - ----- - - - 0.00 0 01 0 19pin0. 00 1
13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 0 0 0 0
2A-2ov 0.340 n 9.62 1 0.58 0 0 0 0 0 0 0 0
2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0
2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0
1.1 3A-7 5ocs 0.095 --ne ........ 2:69 1.67 0 ....... Zo 0 0 A "0", '0
LL D, j 1 IDW- ne '11: 04 11 99 6 o, 0
12C-Osw 0.091 e 0.00 0-00 0 0 0 0 0 0 0t-G 2A-2ov 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0
13A-7.5ocs 095 s 2.69 1 .67 191 191 514 319 93 54 146 910000000
0000 Q 9t-G 2A-2ov 00340 9.62 12 1 5 0 0 0 0 374 472
091 __000 012C-Osw,, 0 0: """o, 0P91004916. 1 1 0iP9191
0
3 0
ba 0 0 1 02A-2oY__ W_ wo P, 0
13A-7.5ocs 0.095 w 2.69 1.67 1 5 6 170 106 0 0 0
6 2A-2omd 4O 580 w 16.41 16.85 72 721 1182 1213 0 0 0 0
61 c) AED excursion 1 13651 1 85
Envelope loss/gain 2846 3002 800 648
12 a) Infiltration 667 211 190 60
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 4 920 1 230
Appliances/other 01 0
Subtotal (lines 6 to 13) 3512 4134 991 9,38
Less external load 0 0 0 0
Less transfer 0 0 0 0
R edist ribution 0 0 0 0
14 Subtotal 3512 4134 991 938
15 Duct loads 21% 31 % 7421 1284 21%1 31% 209 291
Total room load 4254 5417 1200 1229
Air required (cfm) 1 214 254 601 8
Calculations aDDroved bv ACCA to meet all reauirements of Manual J 8th Ed
4- 201 8-Apr-05 12:28: 11
Right-SuiteD Universai 2018 18.0.10 RSU24011
ACCK kAnast as iaGLE\ Lot 283T hornebrookAnast as iaGLE. rup Calc = VIJ8 House faces: E
Page 7
RQEL-AIR Right-M Worksheet
WATWO - Afft COMMnOM6
ahu 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot283Th orneb rookAnastas
Date: 6/4/2014
By: FJF
0cs 26 0 O 0 o 0 0 01 - 51
51
n 1.. '6F'' 9099
0 99 11 034 n 62 0 0 0 0 0 0 0
2A-20v 0.340 n 9.62 0.58 0 0 0 0 0 0 0
2A _2ov 0.340 n 9.62 11 1S
2 10
1020.58 0 0 0 0 0 0 0
Calculations aoloroved bv ACCA to meet all reauirements of Manual J 8th Ed
14s —I- —
I
j 11 " :1 " 11 t .. 1 .1
f
I * I - Right -Suite@ Universal 2018 18.010 RSU24011
2018-Apr-05 12.28:11
A__CK Page 8
kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE.rup Calc = MJ8 House faces E
DEL -AIR Right-JO Worksheet
MEffMQ - AM WROMMIMS
ahu 2
DEL -AIR HEATING &AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot283Th orneb rookAnastas
Date: 6/4/2014
By: FJF
1 Room name ahu 2 second suite
2 Exposed wall 169.0 it 30.0 it
3 Room height 9.0 it 9.0 it heat/cool
4 Room dimensions 14.5 x 15.5 it
5 Room area 1607.0 ft2 224.8 ft2
Ty Construction U-value Or HTM A rea (w) Load A rea (ft2) Load
number Btuh/W-'F) Btuh/ft2) or perimeter (it) Btuh) or perimeter (it) Btuh)
Heat Cool Gross N/P/S H eat Cool Gross N/P/S Heat Cool
6 12C-0sw. 0 091 n'%", 2.58 2.34 491"' 461 V ',"J079 131 116 297 27j
2A-2ov O.'ie 9.62 10: Si§ 30 31 15 0 144 159
h
13A-7.5ocs 0 ' 095 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0
11 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-2ov 0.340 n 0-00 0.00 0 0 0 0
0
0 0 0 0
VL 1 3A S 095 ne O.M 0.00 0 A 0
D 000 0
T-6
12C-Osw 0 0911 e 2.58 2.34 270 240 618 562 0 0 0 0
2A-2ov 0.340 e 9.62 30.361 30 0 289 9111 01 01 0
13A-7.5ocs 0.095 s 0.00 0.00 0 0 0 0 0 0 0 0t-G 2A-2ov 0.340 s .0 0.00 0 0 0 000 - ------ 0 0 0 0
12C-0sw 0.0911 "-y Q'M58 234 270, ,_,225 57 9 ... 527 ..... 400 ,282,
0.32A-2oy__ !IL 45 . .... 66 09.1162 3 30 89
W 13A-7.5ocs 0.095 w 0.00 0.00 0 0 0 0 0 0 0
G 2A-2omd 0.580 w 0.00 0.00 0 0 0 0 0 00 0 0
61 c) AED excursion 1 01 1 1 243
Envelope loss/gain 6475 8374 1178 2099
12 a) Infiltration 3104 983 551 175
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 6001 0
Subtotal (lines 6 to 13) 9579 9957 1729 2273
Less external load 0 0 0 0
Less transfer 0 0 0 01Redistribution0000
14 Subtotal 9579 9957 1729 2273
loads 1 46% 68% 4389 6810 47% 71% 809 1611
fDuctTotal room load 1 13968 16768 2538 3884
Air required (cfm) 840 8401 153 195
Calculations aDlDroved bv ACCA to meet all reauirements of Manual J 8th Ed
I- 2018-Apr-05 12 28 11
A__CK
1_1-.'.-1____ ....... 11.11-1 Right -Suite@ Universal 2018 1&0 10 RSU24011 Page 9
kAn ast asiaG L E\ Lot 283T horneb rookAnas I asiaGL E. rup Calc - VIJ8 House faces: E
Q -),DEL-AIR Right-M Worksheet5111Hunncoumunwe
ahu 2
DEL -AIR HEATING &AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web WWW.DEL-AIR.COM
Job: Lot283Th o rneb rookAnastas
Date: 6/4/2014
By: FJF
1 Room name o wic 3 bth 3
2 Exposed wall 9.0 It 11.5 it
3 Room height 9.0 It heat/cool 9.0 It heat/cool
4 Room dimensions 9.0 x 6.0 It 11.5 x 6.0 It
5 Room area 54.0 ft2 69.0 fL2
Ty Construction U-value Or HTIVI A rea (ft2) Load Area (ft2) Load
number Btuh/ft2-'F) Btuh/ft') or perimeter (ft) 13tuh) o r perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 d 2C - 0 sw 0M1 2.58 2.34 81 81 209 104 104 267 243
2A-2o v 4 2bNo n 9.62 10.58 0 b 0 0 0
W 13A-7.5ocs 0.095 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0
11 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-2ov 0.340 n 0.00 0-00 01 0 0 0 0 0 0 0
TLD 13A-7.5ocs.-,, 0.00 0.00 0
11DV-- 0.390,",,n6 000 0.00 0
12C-Osw 0.091 e 2:58 2.34 0 0 01 0 0
A-2ov 0.340 e 9.621 30.36 0 0
13A-7.5ocs 0.095 s 0.00 0.00 0 0 0 0 0 0 0 0T-G 2A-2ov .. ........ 0.340 s 0.00 0.00 0-- 0 0 0- 0 0 . . ..... . ... - - ---- 0
0 O'' 0 0 '0 4"i. 0 A01,111 ' 012C-0sw,,M,, W, 7 ","""',"O.091 w 2.58,
2A 34.0 _"L ii 0 0 a 0- 0
13A-7.5ocs 0.095 W 0.00 0.00 0 0 0 0 0
0 0 02A-2omd 0.580 w 0.00 0.00 0 0 0 0 0
0 VL2 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0
61 c) AED excursion 1 301 1 -38
Envelope loss/gain 248 222 317 284
12 a) Infiltration 165 52 211 67
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 01 0
Subtotal (lines 6 to 13) 414 274 529 351
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 414 274 529 351
15 Duct loads 47% 71% 194 195 47%1 71%1 247 249
Total room load 607 469 776 599
Air required (cfm) 371 231 47 30
Calculations aDDroved bv ACCA to meet all reauirements of Manual J 8th Ed
T-t:-
Right -Suite@ Universal 2018 18.0.10 RSU24011
2018-Apr-05 12 28:11
Page 10
k An astas i aGLE\ Lot 283T hornebrookAnas t asiaG L E rup Calc MJ8 House faces E
PDEL-AIR Right-JO Worksheet
HUTM - AM 001MMIMING
ahu 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FIL 32771 Phone 407-333-2665 Fax 407-333-3853 Web- WWW.DEL-AIR.COM
Job: Lot283Th orn ebrookAnastas
Date: 6/4/2014
By: FJF
I Room name rm 4 rm 3 wic
2 Exposed wall 28.0 ft 7.0 ft
3 Room height 9.0 ft heat/cool 9.0 ft heat/cool
4 Room dimensions 14.0 x 14.0 ft 9.5 x 5.0 ft
5 Room area 196.0 ft2 47.5 ft'
Ty Construction U-value Or HTM Area (f t2) Load A real (ft2) Load
number Btuh/ft2_0F) Btuh/ft2) or perimeter (ft) 13tuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 12C-Osw 0 M1 n 2.58 2.34 1 26 286 260 is 18 42
G' 2A-2ov>_, 9._EL2 10. 58 5 AA1444 50 0 0 0
13A-7.5ocs 0.095 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0
11 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-2ov 340 n 0.00 000 0 0 0 0. 0 0 0 0
13A -7.'5ocs Q95 nd! 000 0.00 0 00 0 0
11DO ne 000 0.00 0
0
00M 001 0
405
0
12C-Osw 0.091 8 2.34 126 1111 286 2601 45 116 105
2A-2ov 0.340 e 9.62 30.3__ 6 15[ 144 455 0 0 0
13A-7.5ocs 0.095 s 0 0 0
kLL--6G_ _2A _''0.3_40 -w-__ ___9 62 _" 0 n
2A-2ov .......... 0,340 s 0-00 Q. 0 0 0...___ 0
12C-0swr ... 0.091 w -""'2f58 Q ;' , 000
0
13A-7.5ocs 0.095 w 0.00 0 0 0 0 0 0 0 0
2A-2omd 0. 580 w 0.00 0.00 0 0 001 0 0 -00 0
IL-6
0.00 0. 00
00
34 0
36
0
61 c) AED excursion 821 1 -25
Envelope loss/gain 1005 1278 213 186
12 a) Infiltration 514 163 129 41
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 1519 14401 342 226
Less external load 0 0 0 0
Less t ransfer 0 0 0 0
Redistribution 0 0 0 0
1 4 Subtotal 1519 1440 342 226
151 Duct loads 47% 71% 711 1021 47%1 71%1 160 160
Total room load 22301 2461 502 387
Air r4uired (cfm) 1 134 123 1 301 19
Calculations aDoroved bv ACCA to meet all requirements of Manual J 8th Ed
2018-Apr-05 12:28:11
Right-SuiteO Universal 2018 18,0,10 RSU24011 Page 11
kAn astas i aGLE\ Lot 283ThornebrookAnas t as i aGLE. run Calc MJ8 House faces E
ODEL-AIRfi Right-M Worksheet
ahu 2
DEL -AIR HEATING &AIR
CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot283Th o rinebroo kAnastas
Date: 6/4/2014
By: FJIF
1 Room name rm 3 loft
2 Exposed wall 24.0 ft 11.5 ft
3 Room height 9.0 ft heat/cool 9.0 ft heat/cool
4 Room dimensions 13.0 x 11.0 ft 11.5 X 11.0 ft
5 Room area 143.0 ft2 126.5 ft2
Ty Construction U-value Or HTIVI Area (ft2) Load Area (ft2) Load
number Btuh/it2-GF) BtU[Vft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 t-G
f clo M91 2.58 2.34 0 0 0 0 0 A,,O 0 0
2A "2,
s,w
0.340 n 9 '62, 58 0' 0 0 0 0 0 0
W 13A-7.5ocs 0.095 n 0.00
L0
0.00 0 0 0 0 0 0 0 0
2A-2ov 0-340 n 0.00 0.00 0 0 0 0 0 0 0 0
11 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-2ov 0.340 in 0.00 0.00 0 0 0 0 0 0
13A-7.50CS
363
ne 0.00 0 0 0 0 0 0 0
D 11 DO,,,,,4_ 0.00 0 0' 0 0 0 0
12C-Osw
2A-2nv
0.091
0.340
e
e
2.58
9.62
2.34
30.36
99
15
84
0
216
144 1971455
0
0
0
0
001 0
0
13A -7.5oc 0, 095 s 0.00 0 0 0 0 0 0 0
2P _2qv 0.340 s 0.00 0 0 0 0 0 0 0 0
1 C 0 i 0. Os v W 7"t, ' 2.58, '0 '0
O
2 0.091 mm 0
9 2 n WO 0 L_ 2A 0.34.0 62 6, 0
0
w
0 0 0 Oro 0 0
13A-7.5ocs 0.095 w 0.00 0 0 0 0 0 0 0 0 0 0
2A-2omd 0.580 w 0.00 0. 0 0
61 c) AED excursion 1 391 1 1 -37
Envelope loss/gain 769 1130 571 604
12 a) Infiltration 441 140 211 67
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 1210 12701 782 671
Less external load 0 0 0 0
Less transfer 0 0 0 0
Red! st ribution 0 0 0 0
14 S ubtotal 1210 1270 782 671
15 Duct loads 47% 71% 566 900 47% 71% 366 476
Total room load 1776 2170 1148 1147
Air required (cfm) 107 1 09 69 57
Calculations aDDroved bv ACCA to meet all reQuirements of Manual J 8th Ed
4- 2018-Apr-05 12i28:11
Right -Suite@ Universal 2018 18.0.10 RSU24011 Page 12
k Anas tas aGLF\ Lot 283T hornebrookAnas I as iaG LE. rup Calc MJ8 House faces: F
DEL -AIR Right-JO Worksheet
ahu 2
DEL -AIR HEATING &AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot283Th orneb rookAnastas
Date: 6/4/2014
By: FJF
1 Room name open to below stairs
2 Exposed wall 20.5 it 3.5 it
3 Room height 9.0 it heat/cool 9.0 it heat/cool
4 Room dimensions 20.5 x 14.5 it 1.0 x 311.3 it
5 Room area 297.3 ft2 311.3 ft2
Ty Construction
number
U-value
Btuh/ft2-oF)
Or HTM
Btu ft2)
Area (ft2)
or perimeter (it)
Load
Bt h)
Area (ft2)
or perimeter (it)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
G
12C-Osw
2A-2ov
14'0'MT0. 340 W"'.
n 2
9 62
2.34
10.58
211d"'' 0 0
0
0
0
32
A40
32
0
81
0
i, 7 4
0
W 13A-7.5ocs 0.095 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0
11 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-2ov 0.340 n 0.00 0.00 0 0 0 0- 0 0 0
7.5ocs,
11 DO
0 .095
0.390
n-'e"',
ne7.
0.00
7' 0.00
0.0%,_""
00 0
0 0 0 0
0
T-6
12C-Osw
2A-2ov
0.09110.340.
e
e
2.58
9.621 2:34
3'0.36
0
0
0
0
0
0
0
0
0
0 I 0
0
0
0
0
0
13A-7.5ocs '01095 0.00 0 0 0 0 0 0 0
1
G'W111,
Q3
95
40 0.00 01 0- 0 0 0 0- t7-G 2A-2ov s- -0
12C_Qsw, ", w " ""'2-58 0 0 .10 "I" 0, 0 09 091
2 0 0 0w_ ___9_62
W 13A-7.5ocs 0.0 w 0.00 0. 0 0 0 0 0 0 0 0
G 2A-2..d 0.580 w 0.00 0. 0 01 0 0 Ho 0 0 0 0
61 c) AED excursion 1 1381 1 -44
Envelope loss/gain 905 889 310 388
12 a) Infiltration 377 119 64 20
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 6001 1 0
Subtotal (lines 6 to 13) 1282 1608 374 408
Less external load 0 0 0 0
Less transfer 0 0 0 0
Racist ribution 0 0 0 0
14 Subtotal 1282 1608 374 408
15 Duct loads 47% 1% 600 1140 479% 71% 175 289
Total room load 1882 274 8 550 697
Air r4uired (cfm) 113 138 1 1 33 35
Calculations aDDroved bv ACCA to meet all reauirements of Manual J 8th Ed
ii-ii.J"t Vt- 2018-Apr-05 12:28:11
Right -Suite@ Universal 2018 18.0,10 RSU24011 Page 13
4 C-N kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE rup Calc - MJ8 House faces: E
QEL-AIR Right-JO Worksheet
HFKW - . AM CINUMM116
ahu 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web* WWW.DEL-AIR.COM
Job: Lot283Th o rn ebrookAn astas
Date: 6/4/2014
By: FJF
I Room name o bath 2 o wic 2
2 Exposed wall 5.5 it 7.5 it
3 Room height 9.0 it heat/cool 9.0 it heat/cool
4 Room dimensions 5.5 x 14.5 it 4.0 x 7.5 it
5 Room area 79.8 ft2 30.0 it'
Ty Construction U-value Or HTM Area (ft2) Load A rea (ft2) Load
number Btuh/ft2_0F) Btuh/ft2) or perimeter (it) Etuh) or perimeter (it) 13tuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 12C-Osw
2A-2ov W340
n. 2.34
10.58
0
0
0
0
0
6
0 0,
0
11"r, 0
W 13A-7.5ocs 0.095 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0
11 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0
2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0
13A-7.5ods-, M95 ne 0 00""" 0.00 0 0 0 0 0
11 DO, , c ---- "
I ne' 000 0.00 0 0 0 0 0:
t, 12C-OswI 111--
l-1-0.390
0.091 e 2.58 2.34 0 0 0 0 01 01 0 0
2A-2ov 0.340 e 9.621 30.36 0 0 0 0 0 0 0 0
13A-7 ' 5ocs 0"95 s 0'00 00 0 0 0 0 0 0
2A-2o,v 0 40 0 0.00 0 0 0 0 0 0
1,2&.Osw, 0-09-f
0 3-4.0.
E()45
W 2
A.-K
42..34
31315
0
0
0
0
0
0
0 68
0
158
0
w 0.00 0.00 01 0 0 0 0 013A-7.5ocs
2A-2omd 0.580 w 0.00 0.00 0 0 0 0 0 0
61 c) AED excursion 1 291 1 -25
Envelope loss/gain 299 236 238 189
12 a) Infiltration 101 32 138 44
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 400 2681 376 232
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redi st ribution 0 0 0 0
14 Subtotal 400 268 376 232
15 Duct loads 47% 71% 187 190 47% 71% 17 1
Total room load 587 457 552 397
Air required (cfm) 1 1 35 231 1 1 33 20
Calculations ar)Droved bv ACCA to meet all reauirements of Manual J 8th Ed
I- 2018-Apr-05 12:28:11
Right -Suite@ Universal 2018 18.0A0 RSU24011 Page 14AC31, k Anas I as iaGLE\ Lot 283ThornebrookAnas t as iaG L E. rup Calc = MJ8 House faces: E
QDEL-AIR Right-J@ Worksheet
YlL MAIM - AIR MORROWNG
ahu 2
DEL -AIR HEATING &AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FIL 32771 Phone: 407-333-2665 Fax, 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot283Th orneb rookAnastas
Date: 6/4/2014
By: FJF
1 Room name o wc 2
2 Exposed wall 11.0 ft
3 Room height 9.0 ft heat/cool
4 Room dimensions 4.0 x 7.0 ft
5 Room area 28.0 ft2
Ty Construction U-value Or HTIA A rea (ft2) Load Area Load
number Btuh/f t2- 'F) Btuh/ft) or perimeter (ft) Btuh) o r perimeter
Heat Cool G ross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 12C-0sw R 0.09.11'n 2.58,_
1111, . .........
2.34 0 0 0 0
2A-2ov ffM, LMQ 9.62, i 10.58 0 0
W 13A-7.5ocs 0.095 n 0.00 0.00 0 0 0 0
2A-2o 0.340 n Mo 0.00 0 0 0 0
11 2A-2ov 0.340 n 0.00 0.00 0 0 0 0
2A-2ov 0.340 n 0.00 0.00 0 0 0 0
V 13A-7 50cs A. 095 ne 0.00 0 0
D 11DO Q.390_ne 0 0-
VL-6
12C-Osw 0.091 e 2.58 2.34 0 0 0 0
2A-2ov 0.340 e 9.62 30.36 0 0 0 0
1 3&715ocs 0,095 e 0 _00 z- 0.00 0 0
7 7
W 16A-30ad 0.032 e O.GO 0.00 0 0
s 2.58 m;2734
6
36 93 A4
2A-2ov 0.340 s 9 62 10.77 0 0 0
213-2iv 0. 346 s 9,62 10.77 0 0
t-G
13A-7-5ocs 0.095 s 0.00 0.00 0 0 0
2A-2ov 0.340 s- 0.00 0.00_ 0 0
12C-Osw W'S'0.091 w 2.58, 2.34 63 48
o
124 112
2A_.2o,_____% -1 34.0. w- 9_62. 1_44L_A5.5__
VL213A-7.5ocs 0.095 w 0.00 0.00 0 0 0 0
2A-2omd 0.580 w 0.00 0.00 0 0 0 0
2A-2ov 0.340 w 0.00 0.00 0 0 0 0
R 12C-0sw' 000 0.00 0 0
L... 1-00-- 0.39-6 6700' 0
C 16CR-38ad 0.026 0.74 1.15 28 28 21 32
F 1 41 0.71 O, 0
F 20P-19t 0.050 1.41 0.71 28 28_40 20
IF .... jMpl- 0: 0
6 c) AED excursion 167
Envelope loss/gain 421 871
12 a) Infiltration 202 64
b) Room ventilation 0 0
13 Internal gains: Occupants @ 230 0 01
Appliances/other 01
Subtotal (lines 6 to 13) 623 9351
Less external load 0 01
Less transfer 0 0
R edist ribution 0 0
14 Subtotal 623 935
15 Duct loads 1 32% 44% 198 416
Total room load 821 1351
Air required (cfm) 49 681 1
Calculations armiroved bv ACCA to meet all reauirements of Manual J 8th Ed
j1__ 2018-Apr-05 12:28:11
Right -Suite@ Universal 2018 18.0,10 RSU24011 Pa'ge 15ACCKkAnastasiaGLE\Lot283ThornebrookAnastasiaGLE.rup Calc MJ8 House faces: E
V_% Duct System Summary Job: Lot283ThornebrookAna
D E L- A I R Date: 6/4/2014
HEATING, AM (:OHDffMMr. ahu 1 By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY. SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: Taylor Morrison
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.30 in H20
0.06 in H20
0.24 in H20
0.120 / 0.120 in H20
0.148 in/100ft
840 cfm
Cooling
0.30 in H20
0.06 in H20
0.24 in H20
0.120 / 0.120 in H20
0.148 in/ 1 00ft
840 cfm
162 ft
Name
Design
13tuh)
Htg
cfm)
Clg
cf M)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg. Eqv
Ln (ft) Trunk
dining rm h 1200 60 58 0.196 6.0 Ox 0 VlFx 27.1 95.0 SO
family an C 5417 214 254 0.183 9.0 Ox 0 VlFx 36.2 95.0 stl
kitchen h 2899 146 143 0.212 8.0 Ox 0 VlFx 18.0 95.0 SO
rnstr bth In 1048 53 15 0.160 5.0 Ox 0 VlFx 40.3 110.0 st4
rnstr rm c 5695 215 267 0.148 8.0 Ox 0 VlFx 52.0 110.0 st4
rnstr wc c 6 0 0 0.163 4.0 Ox 0 VlFx 37.5 110.0 st4
rnstr wic c 6 0 0 0.159 4.0 Ox 0 VlFx 41.1 110.0 st4
pantry C 6 0 0 0.209 4.0 Ox 0 VlFx 19.6 95.0 stl
pwdr h 1092 55 18 0.199 5.0 Ox 0 VlFx 25.5 95.0 stl
study h 1243 63 34 0.164 6.0 Ox 0 VlFx 36.2 110.0 st4
util c 1074
1
34
1
50 0.199
1
5.0 Ox 0 VlFx 25.5 95.0 stl
N M 'tz 1C fib-16D',', - 150, X'
Trunk Htg Clg Design Veloc Diarn H x W Duct
Name Type cf M) cf m) FR f pm) in) in) Material Trunk
st4 Peak AVF 330 317 0.148 605 10.0 0 x 0 VinlFlx SO
SO Peak AVF
I
840 840
I
0.148 602
I
16.0 0 x 0
I
VinlFlx
I I
wrightsc),ft- 2018-Apr-05 12:28:13
Right -Suite@ Universal 2018 18.010 RSU24011 Page 1
k An as I as iaGLEN Lot 283Thorn ebrookAnas I as iaGLE. rup Calc M,18 House faces E
Name
Grille
Size (in)
Htg
cf m)
Cig
cfm)
TEL
ft)
Design
FIR
Veloc
f pm)
Diarn
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb3 OX0 840 840 0 0 0 0 Ox 0 VlFx
wrightsoft- 2018-Apr-05 12:28:13
1.." 1-11.1 -:1--, c . ..... ... Right -Suite@ Universal 2018 1&0.10 RSU24011 Page 2
OCCK ... kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE.rup Calc = MJ8 House faces: E
jQDEL-AIR Duct System Summary
NEATING - AIR MI)ITIORRIG ahu 2
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FIL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM
For: Taylor Morrison
Job: Lot283ThornebrookAna
Date: 6/4/2014
By: FJF
Heating Cooling
External static pressure 0.30 in H20 0.30 in H20
Pressurelosses 0.06 in H20 0.06 in H20
Available static pressure 0.24 in H20 0.24 in H20
Supply / return available pressure 0.120 / 0.120 in H20 0.120 / 0.120 in H20
Lowest friction rate 0.200 in/ 1 00ft 0.200 in/100ft
Actual air flow 840 cfm 840 cfm
Total effective length (TEL) 120 ft
Name
Design
Btuh)
Htg
cf M)
Clg
cf M)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Eqv
Ln (ft) Trunk
bth 3 h 776 47 30 0.311 4.0 Ox 0 VlFx 7.1 70.0
loft h 1148 69 57 0.203 6.0 Ox 0 VlFx 33.0 85.0 st3
o bath 2 h 587 35 23 0.209 4.0 Ox 0 VlFx 29.7 85.0 st2
o wc 2 c 1351 49 68 0.200 4.0 Ox 0 VlFx 35.0 85.0 st2
o wic 2 h 552 33 20 0.206 4.0 Ox 0 VlFx 31.5 85.0 st2
o wic 3 h 607 37 23 0.318 4.0 Ox 0 VlFx 5.5 70.0
open to below c 1374 57 69 0.274 6.0 Ox 0 VlFx 17.5 70.0
open to below -A c 1374 57 69 0.286 6.0 Ox 0 VlFx 14.0 70.0
rm 3 c 2170 107 109 0.206 6.0 Ox 0 VlFx 31.5 85.0 st3
rm 3 wic h 502 30 19 0.202 4.0 Ox 0 VlFx 33.7 85.0 st3
rm 4 h 2230 134 123 0.281 6.0 Ox 0 VlFx 15.5 70.0
second suite c 3884 153 195 0.223 7.0 OX0 VI Fx 22.7 85.0 st2
stairs c 697
1
33
1
35
1
0.306 6.0
1
Ox 0 VlFx 8.6 70.0
Trunk Htg Clg Design Veloc Diarn H x W Duct
Name Ty pe cfm) cf M) FIR f pm) in) in) Material Trunk
st2 Peak AVF 271 305 0.200 559 10.0 0 X 0 VinIFIx
st3 Peak AVF 206 186 0.202 590 8.0 0 X 0 VinlFlx
wrightsoft- 2018-Apr-05 12:28:13
Right -Suite@ Universal 2018 18.0.10 RSU24011 Page 3
CCK ... k Anas I asiaGLE\ Lot 283T hornebrookAnas tasiaG L E. rup Calc = MJ8 House facesi E
Name
Grille
Size (in)
Htg
cf m)
CIg
cf m)
TEL
ft)
Design
FR
Veloc
f pm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb2 Ox 0 840 840 0 0 0 0 Ox 0 VlFx
Fk wrightsoft- 2018-Apr-05 12:28:13
14--: -1,1-1 ", — - y Right -Suite@ Universal 2018 18.0.10 RSU24011 Page 4
CCN ... kAnastasiaGLE\Lot283ThornebrookAnastasiaGLE.rup Calc = M,18 House faces: E
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot283ThornebrookAnastasiaGLE Builder Name: Taylor Morrison
Street: Permit Office:
City, State, Zip: FL , Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
requirements Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spac as.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
extend behind piping and w'rina.
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls 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.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
between fire sorinkler cover plates and walls or ceilinas.
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
4/5/2018 12:22 PM EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
0 This checklist
El A Form P405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, e-ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for field verification (usually four pages1may be greater).
0 Energy Performance Level (EPL) Display Card (one page)
El HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
El Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4. 1.1 -
one page)
El A completed Envelope Leakage Test Report (usually one page)
El If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
4/5/2018 12:22:07 PM
EnergyGauge@ - USRCSB v6.0
Page 1 of 1
FORM R405-2017 Envelope Leakage Test Report Performance
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Performance Method
Project Name: Lot283ThornebrookAnastasiaGLE Builder Name: Taylor Morrison
Street: Permit Office:
City, State, Zip: FL, Permit Number:
Design Location: FL, Orlando Jurisdiction: 691500
Cond. Floor Area:: 2730 sq.ft. Cond. Volume: 25010 cu ft.
Envelope Leakage Test Results
Regression Data:
C: n:
Sinqle or Multi Point Test Data
N
HOUSE PRESSURE FLOW:
1 Pa cfm
2 Pa cfm
3 Pa cfm
4 Pa cfm
5 Pa cfm
6 Pa cfm
Leakage Characteristics
Required ACH(50) from
FORM R405-2017:
Tested ACH(50) * :
Tested leakage must be less than or equal to the
required ACH(50) shown on Form R405-2017 for
this building. If the tested ACH(50) is less than 3
the building must have a mechanical ventilation
system.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour
in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by
either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or 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. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other
infiltration control measures;
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration
control measures,
3. Interior doors, 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 be turned off, and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
I hereby certify that the above envelope leakage
performance results demonstrate compliance
with Florida Energy Code requirements in
accordance with Section R402.4.1.2.
SIGNATURE:
PRINTED NAME:
17-1119:9
Testing shall be conducted by either
individuals as defined in Section
553.993(5) or (7), Florida Statutes or
individuals licensed as set forth in
Section 489.105(3)(f), (g), or (i) or an
approved third party. A written report of
the results of the test shall be signed
by the third party conducting the test
and provided to the code official.
BUILDING OFFICIAL:
DATE:
1HE Sr4
C)
API .. . . ..... .... 0.1-
A
4/5/2018 12 22 PM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
F7777 I FL ,
Permit Number:
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies 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 code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 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 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or
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.
Exception: , Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1 . Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures.
3. Interior doors, 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 be turned off.
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 -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air leakagcVVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or
AAMA/ WDIVIA/CSA 101/i.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
4/5/2018 12 22 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5
MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
1 . Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 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 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling 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.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test- All registers shall be taped or otherwise sealed during the test.
Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C)
or below 55'F (1 3'C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory) Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
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MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps 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 heat 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
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 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 60'C).
R403.5.6.1.2 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 burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 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 meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 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. Solar 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 Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal, and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1 . The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 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 the 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 that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY
CFM/WATT)
AIRFLOW RATE MAXIMUN/
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/,watt 90
Bathroom, utility room 90 2.8 cfrn/watt Any
For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916
4/5/2018 12:22 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 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 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -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 temperatures 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 duct(s) is installed in an unconditioned space.
Exceptions:
Attached single- and multiple -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 attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1. 15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent 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:
A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice 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 50'F (10'C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C).
R403.1 0 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.1 0.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa 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
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
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R403.10.5 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 Conditions -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.
R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps -
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
4/5/2018 12:22 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
TYPICAL MASONRY
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DESCRIPTION AS FURNISHED: Lot 283, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages
70 thru 71, Public Records of Seminole County, FlorIda.
PLOT PLAN FORICERTIFIED TO: Taylor Morrison of Florida, Inc.
LOT 311 LOT 312 LOT 313
N 00014'55" W
40. 00'
19.80, 19.80, LOT 283
E:
5. 0`
15.7' Ok to construct single family home
COVERED N
PATIO with setbacks and impervious area
5.00'
14.3' shown on plan. AaSo?slf
6.z
5q, 75 /54
00 L0 Q0
PROPOSED RESIDENCE
MODEL. ANASTASIA
ELEV (INCLUDED) cr,
Q Q)
01
2 CAR GARAGE LEFF
01
LOT 284 LOT 282
L6
5. 0'
5.00'
ENTRY
8.7'
21.3'
5.00'
16' DRIVE
WALK
25.20' 25.20'
10' UTIL. ESMT. eNq, 2 74.30'
5' CONC. WALK (PC)
3'
FLARES ON LOT AREA CALCULATIONS
CURB LOT = 4,800 SQ.FT.
LIVING = 1,522 SQ.FT.
N 00014'55" W(B.B.) GARAGE = 400 SQ. F7.
ENTRY = 71
40. 00' LANAI = 139
SQ.FT.
SO. FT.
BREEZEWAY= NIA SQ. FT.
DRIVEWAY = 403 SO.FT.
AIC PAD = 18ROCKYGROVELANE SQ, FT.
WALKWAY = 70 SO. FF.
IMPERVIOUS = 54.750' RIW) TRACT I x
2,623
UTILITY & ACCESS RIW Soo = 2,177
SO -FT.
SO. FT.
OFF LOT AREA CALCULATIONS:
R/W = 440 SQ.F-I'
PROPOSED FINISHED SPOT GRADE ELEVATION APRON = 110 SO. FT.
PER DRAINAGE PLANS BUILDING SETBACKS: *PLOT PLAN ONLY*- SIDEWALK = 200 SQ. FT.
PROPOSED DRAINAGE FLOW
SOD = 130FRONT25' (NOT A SURVEY) 7757_L_7-
SO. FT.
LOT GRADING TYPE A
PROPOSED F.F. PER PLANS = 24.1'
REAR 15' PROPOSED INFORMATION SHOWN AREA = 5,240SIDE5.0, SQ.FT
BASED ON SUPPLIED PLAN DRIVEWAY = 513SIDECORNER = 10' ANDIOR INSTRUCTIONS PER SIDEWALK = 270
SQ.FT,
SQ.FT.
PROPOSED GRADE PER CONSTRUCTION PLAN CLIENT(NOT FIELD VERIFIED) I SOD = 2,307 SO. FT.
CRUSEYUMEER -SCOTT & ASSOC, 11VC - -LAAI'D SURVEYORS
LEGEND - LEGEND -
5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436
P PLAT P1)1_ POINT ON LINE
F FIELD TYP. TYPICAL NOTES:
P 1RONN PIPE P P jNT OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVE-Y MEETS THE STANDARDS OF PRAC77CE SET FORTH BY THE FLORIDA BOARD OF
13R: RO ROD PC NT [IF COMPOUNDN
C.M. CONCRETE.M[INUMENT RAD. RADIAL
CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECT70N 472.027, FLORIDA STATUES
2. UNLESS EMBOSSED WITH SURVEYOR'S SION4TURE AND ORIGINAL RAJSED SEAL. THIS SURVEY MAP OR COPIES ARE NOT VAUD
SET 112, JR. /#LB 4596 MR. NON -RADIAL
REC. REC13VERED W.P. WITNESS P13INT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMAT70N FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESMIC77ONS
P B. POINT OF BEGINNING CALC. CALCULATED.
POINT OF COMMENCEMENT PAX PER ANENT REFERENCE MONUMENT
OR EASEMENTS THAT AFFECT THIS PROPERTY
4. NO UNDERGROUND IMPROVEA(ENTS HAVE OEM LOCATED UNLESS OTHERWISE SHOWN.
CENTER THE r.F. FINIS14ED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY
N&D NAIL L DISK B.SL IBUILDING SETBACK LINEamENCHMARK
8. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES.
R/W RIGHT-OF-WAY
ESMT. EASEMENT B.B. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.)
DRAIN. DRAINAGE 8. ELEVATIONS, IF SHONN, ARE BASED ON NATIONAL GEODETIC DATUM OF 1929, UNLESS OTHERWISE NOTED.
UTIL. UTILITY P. CERIVIC47C OF AUTHOR17ATION No. 4596.
CLFC. CHAIN LINK FENCE
WD.FC. WOOD FENCE
C/B CONCRETE BLOCK SCALE -- I' - 20-----4 DRAWN BY.
P.C. POINT OF CURVATURE
P.T. POINT 0 TANGENCY
do'&
DATE' ORDER No. CERTIFIED CY.
DESC. DESCRIPF ION
R RA DIUS
L A C LENGTH PLOT PLAN 04-05-18 2096- IB
D DELTA
C C ORD
C,B. CHORD BEARING
NORTH
THIS UILDING 1PROPERTY DOES.NOT LIE WITHIN
THE ESTABLIS , HED 100 YEAR FLOOD PLANE AS PER "FIRM" TOM . RUSENM ER. R.§ 4714
ZONE "XI MAP / 12117C 0055 F JAMES W. SCOTT R.L.S 1 4801
1.164) XOCAf 6,vv< t-..e
MASTER BATH
el
W/m
a
ILO
V CC),
Q
LAUNDRY oq POWDER 20
5TUBBATH
coo
TAYLOR MORRISON
THORNBROOKE S.F.
HOUSE TYPE: ANASTASIA
W1 OPTIONS:
LAUNDRY TUB IN GARAGE
2ND LAV IN BATH 3
LOT 283
1ST FLOOR
ENGINEERING PACKAGE
Address:
JobNumber: N333519
Revision Date: New Load #: RA01
CARPENTER CONTRACTORS OF AMERICA, INC
3900 AVENUE G. N.W.
WINTER HAVEN, FLORIDA 33880
PH (800) 959-8806 FAX (941) 294-7934
panp 1
4
AKJO)
STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Strongback Bridging Guidelines for Roof Trusses
Strongback bridging for roof trusses is not a requirement
of ANS[-TPI 1 -2002 but it is a strongly recommended guideline
by Carpenter Contr a ctors of America. It serves the following two
functions:
1) Bridging aligns the bottom chords after they are set so they
Ire unirorm along the celllng line,,pThi s, in.tuln helps minimize
wavy ceilings' after the nstalla n of dry al .
2) Bridging helps 'planing -out' the transitional or relative
deflection of adjacent trusses due to an offset in spans.
In either case, strongback bridging should not be attached
to adjacent trusses that need to be jacked Into place more
than 14 inch.
Strongback bridging In roof trusses does not serve as temporary
or permanent bracing and is not Intended to help distribute or
share design loads between trusses. Consequently, no design
loads have been accounted for with this detail and continuous
strongback bridging should not be attached between common and
girder trusses that have more than 'A Inch differential deflection.
STRONGBACKS SHOULD BE ATTACHED TO
WALLS AT THEIR OUTER ENDS OR RESTRAINED
BY OTHER MEANS,
STRONGBACKS SHALL BE A MInINMUM OF 2X6, AND SHALL BE ATTACHED
WITH A MINIMUM OF THREE 16d COMMON OR (3) 0.131 X 3- GUN NAILS
TO A 2X4 VERTICAL WEB MEMBER
The graphic shown on this detail is for generic 11.1ustrative purposes
only. The exact location of strongback bridging will be specified by
Carpenter Contractors of America.
The use of strongback bridging shall in no way Interfere with any
other design considerations specified by the Engineer of Record
or Building Designer.
The nailing requirements shown are consistent with ANSI/TPI 1-2002
for strongback bridging.
N.T.S -Not To Scale)
Sbr*39bacBpftetfiasDet6561B-
Design Crit: TPI-2002(STD) F '
PLT TYP. Wave Cq/RT=3.00JV25)'JJO(0) 7 .31 . FL/-/I/-/E/-/-
I"" REOUIRE E IAKE IN FASAICATION. I.—IIING 11. SRICINI. TC LL PSF REF ROBI- 48357
DATE 07/28/09IIITI1EI11111T. I— I'. IIIIIN.—
III
11EII ... ) 4,";-, T. .... .... ... T-%-
T., -I -f PAOPULY A71CHED $11—AIL PAIEL5 — -T. I .. I KE 0 TC DL P5F
BC DRW HCUSR081 09209398
ISE INDI;-
A PRIPERLI ATTACKED III410 CEILI.I DL PSF
oR 11ITILI—IN
T.1 I— I IN No. SZ212 V BC LL PSF HC-ENG DR/DR
ALPINE
T"AINTNII, y
A-1) iND TPI. AR36A. I 'I.,
14NNECIDA ILATIS MDE IF "I ....... ETATE OF:
TOf. LD. PSF
11. TI I— 111 -1 .. -. . -N -
i'
11 -T -0 A IF T- i -1 IN T. DUR. FAC . FROM
rrw BuRding Component,
HIiim,sCCai,FL 33844
FL #0 278
NIL EIII—AIN6
IIIII—LITI .1 TN.I FII .1 N.1 I , I, SPO
1. J u niloiEvi SPACING JREF- ITTQ081_Zl8
im"- o n W6 6 d, C A' Co'n'e'c toAh-, "o 72Ps54 ft
HU/HUC/HSUR/L
Hangers
I UI; I C L'(
as d:scTiue` A,JJ11 c.'r1 11'j, H haz,,,'z.rs .;,,:.h ene
rx,,rc(Aedl mav
HU and HUC products are heavy-duty face-moLni joist hangers
made from -1 4-gauge galvanized steel.
The HUC is a concealed flange (face flanges t; inned in)
version of the HU.
HIJ is available with both flanges concealed, provided the
W dimension is 2 I/W or greater, at 100% of the table load.
Specify HUC.
HU is available with one flange concealed when the W dimension
is less than 25/,6" at 1000/ of the table load. Sperif%/ L,,, an 'X:
or Fnd f.Fnqe_ cc nceal.
i f-, in
S-b6liiUie iAl P 11 V, W' X Her' - s_G:eV;s
iWdel T. N2-2;-,o'41P, '()l1ov
u.s,p the lc,, :,-I 4:,-n, thi r amlog.
Material: 14 gauge
Finish: Gakanized; ZMAXI and stainless steel available
Installation:
Ail,-J) 1ia e r% FCMIJ
hf x-1 icae I U,,n- 2 x
Xk4c-_J,4 1. NZ-2,5234HI iv'd k, - ccnl,lr(..f,
0ro -n,
D611 the -,"-diameter hole to the specified embedrinent
depth plus 1,12".
Afternalivetv, diAl the 3/%"-diameter hole to the specified
embedment depth and blow it cleat) using compressed air.
Caution: Oversized -diameter holes in the base material
will reduce or eliminate the mechanical interlock of the
threads with the base material and will reduce the anchor's
load capauity.
n,_Eude
d:`,,E-, b M- el 7T'-C,- -PC)
S, x s-. o awaL-.A,, (M.,-Jel MD.8A'21
A minimum end and edge distance of 1 1/2" is required.
Options:
sxev,-,J ange: S u'— 75 "1111 C , ta;, le upl;, k-,7id. ! r nf; lge!
is hnil thcn use,
ntt,,r,,w 2c ot 1 11 d.
Codes: See p. 14 for Code Reference Key Chart
Concealed flanges
HUC41 0
lv ,;.
61M 011- F1 91%
HU214
HUC41 0 Installed on
Masonry Block End Wall
HUC410 Installed on
Masonry Block End Wall
0
Cr_
00
C0
279
r I
1ft
S
0
W,
0
00
4)
0 a ED
A CM0
AAA
1.Uplif, loads have beenincreased for earthquake or wInd durationwith no fUrVer increase is allowed;
2. Minimum f, = 2,500 psi and minimurnf", = 1,500 psi.
3. When only one fange is concealed specifV right or left ;oncealed Pange.
A. Models with 'X" are not stock items.
x rcA;., ic
Fasteners: I foi,q; x 2`V' rl'-,.",; x lon x 13",!:
10c: x I 0,-4,9' Inn- —HN-25234' - 2,WT:t,Ir 2; --N-4,'---4 - Ii -r Wx
vl— N* 5234 -Tt n 'e tat 6 V,1.d,,., 26-2*1
280
UPDATED 04117117
0N
C)
WFINW-10". raINIMINIMMI
HU/HUC/HSUR/L
Hangers (cont.)
0 These procucs are available with additional corrosion protection. For more information, see p. 18.
77
0
0
0
4)
00
CI) C
0
Uplift loads have been. increased for earthquake or wind duration with no further increase is allowed; nodu,---, 4,nr;:-.
MinimLm f'G - 2:500 psi and minimum f'M = 1,530 psi.
3. When only one flange is concealec specify right or left concealed flange.
4. Models with "X" are not stock items.
5, , "' " : t , "
1 . . - .. 1- ro "xrx -ed " we llhex' Fzr,di -'aR e _C h ,j-! T
Fasteners; &—oi ...... )n d:,, I'N-q: K O.Iv,2' <3 Ii
Od x i cl- 11; L og- 1-2i, 2: 1 'Z x 2-,,,' lel) 2: [N'-H,;34H r!
a,` T7N,-31,H x e, -
281
UPDATED 04117117
Simpson St 3nj-Tiet-Vood C nstr qtion onnectors
LUS/MUS/HUS/HHUS/HGUS/HGUQ
Face -Mount Joist Hangers
E R;F,'&
This product is preferable to similar connectors because
of a) easier installation, b) higher loads, c) lower
installed cost, or a combination of these features.
Al hangers in this series have double shear nailing — an
innovation that distributes the load through two points on
each joist nail -Ior greater strength. This allows for 'ewer nails,
faster installation, and the use of all common nails for the same
connection.
Doubte-shear hangers range from the light capacity LUS hangers
to the highest capacity FIGUS hangers. For medium load truss
applicalions, the MILIS offers a lowei cost alternative and easier
installation than 'he HUS or THA hangers, while providing greater
load capacity and bearing than the LUS.
HGlJQ hangers provide similar capacities as FIGUS clouble-shear
hangers, but they use Simpson Strong -Tie Strong -Drive SDS
Ideavy-Duty Connector screws instead of nails for faster and
easier installation. In addition, the Strong -Drive SIDS Heavy -Duty
Connector screws help transfer the load between the piles of the
supporting girder when they penetrate all piles.
Material: See tables on pp. 236-237
Finish: Galvanized. Some products available in stainless steel
or ZMAXO coating; H'3-0 availa.,A r. HDG: see Corrosion
Information, pp. 15-18.
Installation:
Use all specified fasteners; see General Notes.
Nails must be driven at an angle through the just or truss
into the header to achieve the table leads.
Simpson Strong -Tie Strong Drive SDS Hea\N-DDty Connector
screws are supplied with the HGUC.
Tlhe thickness of thn supporting girder must be equal to
or greater than the screw length for applications where the
length of the supplied screws exceeds the thickness of the
supporting girder, 3" or 41/2" screws may be substituted 'or
the longer length screws with no load reduction, or a shirn
block may be used as approved by the Designer.
Not designed for welded or nailer applications.
Options:
LUS and MUS hangers cannot be modified.
Concealed flanges are not available for HGUS and HHUS.
Other sizes available; consult your Simpson Strong -Tie
representative.
Codes: See p. 14 for Code Reference Key Chart
Dome DOLShearDouble
Nailing Nailing Sr_
Shear Side View; lAvailable,
Nailing Do not x some mo,
Top View bend tab U.S. Pat r
HHUS210-2
tIMPON
HUS21 0
HUS26, HUS28,
ai id HHUS sirnflat)
Typical HUS26 Installation
with Reduced Heel Height
Truss Designer to provide
fastener quantinj for connecting
multiple mernbets together)
235
0
0
3
M0
L
0
236
LUS/MUS/HUS/HHUS/HGUS/HGUQ
111---l- - -- ................................. I'll, -1----- - ...................................... .................
Face -Mount Joist Hangers (cont.)
0 These poductz are available with additional corrosion Pr These products are approvec for installation with the Strong-D-jvO
protection. For more information, see P. 18. SID Connector screw. See pip, 39-40 for more informat[on.
ISS
m
SS
0
Q
Carri, Rgy WG'a
M
Single 2x Sizes
LUS24 2-A I A 31A 1 1 M 10d Q) 10-d
17US26 4 1A 11/16 4 z/4 13/' 4) 10d 4 10d
18 2 J6)100 6) 4, 0 d
6 sgg 3 4 13d
HCUS26 0A, 12 1 5 5 20) 1 Rd 8) 16d
FLUS28 AVic 18 1 'A. 6% 1 6) 10d 4)
kidi 6
1
VIE 18 1 M fi'-Y' 8)' Fd
7i6 o, d-
HGUS28PHLJSIIO 6 6IA6F4 71/lj 5 36) 16d 12) 16d
LOS21:0 7 Y,6 1 Y4 f8) 10d 4) A
8y. 9 3 30) 6d 10) 16d
See table below
for allowable loads.
M!4614" Sl 'it
ME
895 1 1,135 1 420 1 575 1 655 705 895
1,165 1,4715 1 1,005 1 740 845 915 1'160 17, FL, L17
6' 1,745 1,825 1 940 1 1,110 1 2 11370 .570
4'JAWK 4,72.5_ jq 5,
5 3
1 22M :" I ,AA,6, t i '
MUS28 1,555 1,975 2,140 2,645 1,555 1,880 2150 Z330 2,645 1,335 1 1,475 1,690 1,830 2,275 17, FL, L17
ItJS28 2,000 3;9C5 1 4,120 4,220 4,335 2,000 3,790 3,960 4,070 4,335 1,720 2,905 3,035 3,125 3,435
liGuS98 1: ;'O 6,745 6,970 7.125 7 275 It',Yj 6,460 6,705 6.570 7.275 1,5140 A,q,6O 5,160 5.290 5745
6 5 1,795 2,270 1,' 1,745
HUS210 '[;'3 000 OM o I 4
17, FI L17
Note: For dirrien-,"Ons and fastener information, see table above. See table footnotes on p. 237.
HHUS/HGUS
See Hanger Oplionsinformation on pp. 121-4,23.
HHUS - Sloped and/or Skewed Seat
HHUS hangers can be skewed to annaxinnurn of 45' and/or sloped to a maximum of 45'
For skew only, maximum allowable download is 0.85 of the table load
For sloped only or sloped and skewed hangers, the. rnaxinnurn allowable download is 0.65 or the table load
Uplift loads for sloped/skewed conditions are 0.72 of the table toad, not to exceed 2,475 lb.
The joist must be bevel -cut to allow for double shear nailing
HGUS - Skewed Seat
HGUS hangers can be skewed only to a maximum of 45'. Njowable loads are:
HGUS Seat Width Joist Down Load Uplift
W < 2" Square cut 0.62 of table load 0.46 of table load
W < 2" Bevel cut 0.72 of table load 0.46 of table load
2" < W < 6" Bevel cut 0.85 of table load 0.41 of table load
2" < W < 6" Square cut 0.46 of table load 0.41 of table load
W > 6' Bevel Cut 0.85 of table load 0.41 of table load
Acute
side
bpeciTy angle
Top View HHUS Hanger
Skewed Right
Joist must be bevel cut)
All joist nails installed on the
outside angle, (non -acute side).
Face -Mount Hangers
ED These products are available with add:tional corroson Tiese products are approved for installaTion with the Stronq-Drrve6
protection. For -note information, see p. 18. SC Conector screw. See pp. 39-40 for more informotion.
SS
a
a
Ss
01,
I
I
W,
WIJ
Double 2x Sizes
LUS24-2 21/4 181 3 'A 13!/. 1 2 (4) 16d 2) 16d 4-10 1 800 910 1 985 1:250 1 380 680 78n 1 845 11,070 1
W 4" 26`
HHUSF6-fr'
1 1 38
141 3 `A,
4 i,
TIW
2 (4j l
3 (1.4)fl6d 6) 16d----
1,165
1 550
J, ;
85
1;180
3,155
tj tT*1 6251000_
1,335 2.3§b?
17, L17, FL
HGUQ26-2-SDS3 5 Y,
12 IVII
121 31A,
iIAT
534 4 1 (12) 1,14" x 3" SDS
1
4) 1/4" x 3' SOS 1,6355 5.040 5,565
75
5,565; 5,565
1,855
1,175
3,'
3,630
LJS28-2 4-/, 181 3 '/a 7 2 1 (6) 16d 4) 16d 1,165 1,315 1.3-00 1,625 2,060 1,000 1,125
HHIJS28-2 6/io, 141 3!t' 7A 3 r (22) 16d 8) 16d 2,000 4,210 4,7 70 5,140 6,440 1,720 3,615 4 0951 4,415 5,375 1 L17, FL
HGUS28-2 12 3;Afi 74.4 4 1 (36116d 12) r6d 3,235 7,460 7,460 7,460 t,460 2,785 6,415 6,445 6,415 6,415
Ww 8-MD c S08 TM5 TIA45] 5' i 5,280 FL
LUS21 r 6"/Ifi6"/,fi
81A
18 '3% 1
14, 31Aa 1
9
8 7/a O)J(5d,
C) 16d
10) 16d AM
V45] 1;8j6
UZtS,
ZC96; 4 2651 2 60 1,500
3 525'1 4;'93 1 1 5;270J 5
1,9
96' 5,76 17, L17, FL
7GUSf46-' 94i 6) :16d 16) 16d 1 90 19,10013.525 7A]',,7,73o 7j'2S, 87, 2,11
GUQ210 9% 4 (28) CMV X'SDS 3,440 17,4 15 7.415 1,5,34:,81340 5,340 FI
Triple 2x Sizes
HGUS26-3 4 "/G IY s 1: 5h- 4 (20) 16d 8) 16d 2715.T4,355 F4 875 5,230 5,575 1,855 3,750 14,200 4.500 4,795 R Ll 7, FL
HGU026-3-SDS4.5 5 111 12 4 `A5 1 51/2 4 (12) IW' x 41b" SDS 4) 1/4" x 41h7 SDS 1.635 15,040 1 5,165 5,165 5,165 1,175 3630 3,72-:3 720 3,720 F.
HGUS28-3 6 11A 12 4'A0 7 1A 4 1 (36) 16d 12)1,6d 3,235 7.4601 7..460 7,460 7,460 2.785 6,415 6.415 6,415 6,415 17, L17, FL
HGU028-',,q-SD54.5 71,4 P1241241 i6 PA 4";;' - '114'AWSDS20 6) 'WX 41,i,SDS 2,565 4,,#5 737 1,845 6050] 6,605 6,605 6,605
7HGUS2110-3 J 4, 12x4" 5251 ,825 17825 17. U-1. FL
9 t,,;, 1' 11,4,-. 9/,' 4iEPSDS x 4V SDS q,"A5 9,74 2475 7,01S: 7.0-5 7. 1, 0 I L
HGUS212-3 10 12 141A 1 0,2,', 4 i (56) 16d 20) 16d 5045 9,600 9,600 33 5 8,255 8 215 8,255! 8,255 8,2552811 17, L17, FL 1
HGUS214-3 12 12 14'A. 1 4 (66 16d 22) 15d 5.515 10,10003.100 4, 4 .8,685 8,,e85 8,685 8,68551
Quadruple 2x Sizes
h 12 161, 1 5N I ' jc_,,-,(2b jiid ",-J' 8) 16PM-5 1155 0 51, A8751,5]2304`557 5 1,855]'V 4. 200 14,500 Z95A 17, Ll 7, FL I
HGU026-4-SDS6 5Y, 12 i 6GA, I Pri 1 4 1 (12)1,14"x6" SOS 4)1/4"x6' SDS 2,375 5.040 5,165 5.165 ! 5165 1,7101 3.630 3,72n 13,720 3.720 A.
P _HGUS284 6 A f fflkf 015)1 6d 2 16d 3: 60 17,450 2;.785 6.481 6,415,1,6;415" 17, L17, FL
UQ*4-SdS`,",'T'-, 12'1'69A, i`e'*! 2 '/1 SSp C ',`'SDS A'026I'b'4 d 8,860' 8.86018,8661, 48_90' 11 1 6,aw 8' !Q 8 380 6,38 0A
HGUS2!0-4 9114 1216/,6 4 1 (46) 16d fl6)16d 4,095 9,100 00 9,100 1: 9,100 3;525 7,825 7,82- 7,825 825 17, LIT FL
2 ( 4,-SEB 2 JAV% 93& 17i`2 6;' SIDSA' 1_29) 6" SOS 4AX," 260 10,260 1385 7,385 Z,3'9 FL
84- 12 1 651i A OW 7 A 5045 9,606 IAF00 9 4,600:14"315,1_ 8';255,A-255 8,255 17, L17. FL
H 61/rfi 12% 'A 16d (22)15&T [5,5151101 85 81685 8;685
4x Sizes
LUS46 4* lit 3Y-., I ____TTT___(414/4 16d T4 1 6d I , 1 r, 5 1,030 11180 1!280 11,625 1,000 0 1,010 1,090 1.385
F GUS46- 4 7/16 12 i 3% 47A6 4 1 (20) 16d 8) 16d 2,155 4,355 14.875 5,230 5,575 I,K5 13,750 4,200 4,795 171-17, FL
HHUS46 4 Y,6 14 3 % 5 Y% 3 (14)16d t6) 16d 15513 2,7901 3,16r' 3,4`10 4,265 1,335 i 2,390 2.710, 12.925 3,665
HGIJO4G-SDS3 5; 12 3% 4 /a 4 (12) %" x 3" SDS 4) '14" x 32 SDS 1,635 5,040 165 5,165 5JG5 1,175 13,630 13,721, V213 3 720 i L
4' 35A, 6' 2 76fJ64M 01 , (4)16d,.i 0,165 0116 1,500' 10.2% z d" 1 1 OM J J25d 1 W285,1_3, 1,765
HUS48''
us 4 8
Us
w. A
14 Jt-1-
14 i 3%
L
7 tfi
1 116d ANt
8)
1;550, 15 1 9&3 1 2AM 1,5505"' L;
7IO
11 365` 16
3, 1
1,555 11,680,
4,695 4,415
2.115
5,535 It, Lit, I-L
12 4 (46fl 6 d 2i Al 6d 3,235 7,460 7. 6W A5-,6;j15J6A. 415 6,415
WL 20) '?4" X;SDS SDS' 2, 565 i336 1,'
1US410 141414 18! 3' R 2 (8) 16d 6) 16d 1745 1,830 2,090 2 265 2870 1,500 11,565 1 V85 11,935 2,455
HHUS410 8 3h 141 3% 9 3 (30) 16d 10) 16d 3.74 5 5.640 6,385 6,890; 7,165 3,440 14,835 5,480 15,910 6,165 IT L17, FL
rTGU, 410 87A 12 3% 9/-.e 4 (46)16d 16)1611 4.0% 9,100 0,100 9100 91100 3 525 7 825 7,82 7,825 7,9 25
IIGUO' 'S0S3 1-91A 1 3 % 8% 4 8) 3` SIDS?'I 8) V, x X; SO J,440 7 4151 7,4 116, 2,475 5,J46 5.3401 S,j4o' 2jo f:
10ME 101/1 4 1 '(56);16d 200 5045 900 9,606 46bb,.j,g 600 4.335, A255 18,255 i 8,255 8,255 1-1, Ll 7. f L
Ono 5 78AA 118,13 51 F;
0
C0
U)
L
0
1. Uplift loads have been rroreased for wind or eartriquake loading with no further When Strong -Drive SDS.-leavy-Duy, Connector screws clo no-. Penetrate all pies
increase allowed. Reduce where other loads govem. of the supporting girder truss, supplemental Strong-Drve SDS Hpav Duty
2. Wind (1 eG)s a do,vnioad rating. Connector crcm at the hanger locations may be requred to transfor the load to
3.1f/inimurn hed height shown is recruired to achieve full table loads. For less than the truss *-s net penetatedby the face fasterers. as determined by the Desic r.
minimum had heiaht, see technical bulletin T-C-REDHEEL at strongtie.com, 7. The supporting girder truss must have adequate tinickness to accommodiat
4. Truss chcrd cross grain tension may Emit allowable loads in accordance the screw length, so that the screw does not protrude out the back of the
with ANSI/TPI --2007. Simpson Strong -Tie" Connector Selecror' Software girder. X- or 41VAong Strong -Drive SDS Heavy-Dity, Connector screws
includes the evaluation of cross -grain tensor in ris hanger allowable loads. may be substituted for the longer Strong -Drive SDS HeavV Durty Connector
For ad&ior:al inforMation, contact Simpson Strong-Te. screws w:th no load reduction.
5. S:mpson Strong-Tiel Suong-Drive" SDS HeaW-Durty Connector screws are B. Loads shown a. a base of on min.murn of 2-ply 2x carrying member for nailed
permitted to be installed through metal truss plates as approved by the Truss hanaers. With 3x carrving members, use 16d x 21/i" nails into the header and
Designer provided the requirements of ANSI/TPl 1-0- 1 Sections 7.5.3.4 and 16d commons into the joist with ro load redUo7icn. With single 2x carryng
8.9.2 are met (pre-driling required through plate using a maxmum of -,-2" bit). members, use 10d x I ,'" nails into the header ar d 10d commons into the
6. Strong -Drive SDS Heavy -Duly Connector scre-s that penetrate A plies ofthe joist, and reduce the load to 0.64 of the table value.
supporting g:rder (screws must pere-rate a mini.murn of 1 " into the last tru-s ply) 9. Nails: 16d = 0. 162' dia. x 31h" long. See pp. 26-27 for other nail sizes
may also be used to transfer the loac through all the plies of tirn suPpo. tho girder. and nformation.
237
U)
0
0
V ANN, '7nn
Face -Mount Truss Hanger
The HTU face -mount truss hanger has nail patterns
designed specifically' or shallow heel heights, so that
full allowable loads (wit h minimum nailing) apply to
heel heights as low as 31W'. Minimum and maximum
nailing options provice solutions for varying heel
heights and end conditions.
Alternate allowable loads are provided for gaps
between the end of the truss and the carrying member
up to 1/2" max. to allow for grea-er construction
tolerances !maximum gap for standard allowable loads
is %" per ASTM D1 761 and D71 47). See technical
bulletin T-C-HANGERGAPS at strongtie.com for
more information.
Material: 16 gauge
Finish: Galvanized
Installation:
Use all specified fasteners: see General Notes
Can be installed filling round holes only or filling
round and triangle holes for maximum values
See alternate installation for applications
using the HTU26 on a 2x4 carrying member or
HT U28 or HTU210 on a 2x6 carrying member
for additional uplift capacity
Options:
HT U may be skewed up to 671h'. See Hanger
Options on d. 239 for allowable loads.
Codes: See p. 14 for Code Reference Key Chart
Min. heel
height
per table
HTU26
13/4'
truss and Garrying member
Typical HTU26
Minimum Nailing
Installation
Alternate Installation —
HTLI Installation for HTU28 Installed on
Standard Allowable Loads 2x6 Carrying Member
For 1,12" maximurn gap, (HTU210 similar)
use Alternate Allowable Loads.)
Fr T hese Products are a,"roved for installation with the Strorg-Drivel SO Connector s3rew. See Po. 3G-4C for more information.
Standard Allowable Loads (1/8" Maximum Hanger Gap)
z
0
3
R
z
I.The maximurnhanger coo is measured between the joist (or truss) end
and the carrying memoe.,
2. Minimum heel heights required fOr full Table loads are based on a minimum
2 /- 2 pi?cn,
3. Uplift has beeninoreased 'or wind or earthquake loading withno further
increase allowed: reduce where other loads govern.
4.Wind(16T is a download rating.
5. For hanger gaps between 'A" and 'h", use the Alrernate.411riwable Loads.
C-TrUss cii-ord cross -grain tension may ifirnit allowable loads i') a"cordarce
with ANSI,, Fit i-,- 1. Simpson Strong-T e' Connector Selector
Software includes the evaluaton of Gross -grain tension in its hanger
anowaole loads. For additional informaticin, contact Simpson Strorg-Tie.
7. Loads shown are based on a minimurn. 2-ply 2x carrying member. For
single 2x -carrying members, use N10 (10d x Vi nails into the header and
reduce the. allowable download to 0.70 of the table value. The allowable
uplift is 100% ol the taole load.
B. Nails: 16d 0.162' dia. x 31h' long, 10d = 0.148" dia. x 3' long,
1 Od x 1 Y," V 48" dia. x 1 1,V long. See pp. 26-27 for other nail
sizes and infornrGit'on.
238
UPDATED 04117117
0 1
S A -Ps 0 v MruN! W!"T"I"
Face -Mount Truss Hanger (cont.)
Pr Those products are approved for installation with line Strong -Drive* SD Connector sciew. See pp. 39-40 for more information.
Alternate Installation Table for 2x4 and 2x6 Carrvinq Member
Min_l M. Fasteners Allowable Lo li HF Allowable Load 4i
No
Heel
Height! Gain, 14e.d 9 Oft, 06", Wnd ji ijfCPQ,
91 lilo Snow 6' 4,
qlade
R f. e
i Mel ber 3111?§) i 1AR''
Min.) 3A 2) 2x4 10) 16d 14 1 0d, Y 1 W; 925 1,470 1,670 1.800 2.040 795 1,265 1,435 1 1,550 1 1,755 1
7HTU26(Max.) 5,h 2) 2x4 10) 16d 20) 1 Od x 1/11, 1310 1 1,470 1,670 1,800 2,250 1,125 1,265 1,435 1,550 1,935
Ll 7,
1i9701,,,:J,i?YQ 46" 3,3`4' 3 , ;600"- 695-,?,530' 2,870 3:0951" 3 360, F1
r 7U2 10, 32yl d ;iIW,' 2,760 JZ'9401-- VP 3,360,'
1. See table above for dimensions and additional footnotes. 4. Nails: I 6d 0.162" dia. x 3W long, 10di = 0. 148" dia. x 41112' long.
2. Maximum hanger gap for the alternate installatior is I/V. See pp. 26-27 for other nail sizes and information.
3. Wind (160) is a download rating.
Alternate Allowable Loads (1/2" Maximum Hanger Gap)
Madel
pi,
Heel"
ensionk din.)l rasteners
JLGarrying
kiember
C ii`,'Nel
Mej,
ble oawa' ' ds
Aplift Jloor
I q Q' 1
Wind
160)
Q;, de
Ref. I
Single 2x Sizes
HTU2684%i,-",,, 3 14 l 3'1`/,'[,T(2'6 J 6d,, 6J),'10ri X 1 vv v.o: :, KqS . 2, J -!,75 1:12S 1,
HTU26 (Mio", 3 7/i 1 19d' 4 1Tdd'x 1 lh", A 1,76 3100" ",w1 ,loo_ s,'l 1,955 1,,,58 5 1, 9
HTU26 (Ma y, 1W, 5 i,, SW: 20)16dJ,66&i:i x lle 0 2.370 2,370, 2;370 2,3!,O`
8 (Min.) 3'A 1% 71 c 31/2 (26) 16d 14) 1 Od x 1 1h"
It
1,125 3.770 2,770 3.770 3,770 970 2,825 2,825 2 825 2,825 Ll 7,
HTU28(Max. 71/, 1 % 71A, 31/,, (26) 16d 2 6) 10 d x 1 -h" 1,920 32820 4,340 4 680 5,015 1,695 3,285 3.730 3,765 3765 Fi-
T1_12-10(Min.'J 01(4 9Y_ A, 1/; (3 T)L 6 djT 4) 1 Od ii 6 1,075F,606-3,600" 00i__, 1,075 NO_i,,,,,',700Z", g 2,700
76531/2],',3?) 16o 32) 10d)(f' r'2;800 3 657, J,Z(3,5
Double 2x Sizes
37/i 35A'5'5' ixii` 2q) 16d jj,4',i,db 2,940, 2,20 W- 2 05%, 2'205:
2' 51h 34ia Si,(s dM (20)16d Ojj;jdd 1.910, 2 940 L 333,346'I 4,506 1 3,5300',11' 2',,2 5,, 2, 2 0 5 2, 2 0 5,' 2,20
HTU28-2 (Min.) 3 7A 335A6 71A fi 31/2 (2 )16d 14) 10d 1?490 3 820 3:980 3,980 1 3,980 1,280 2,985 2,985 2,985 2 985 17
Ll 7,
HT1,128-2 (Max.) 7 1/ 31/.5 71/, 3/2 (26) 16d i26)10d 3,035 3,820 0 4,680 1 5,555 2,6104,34 3,28-5 3,733 4,025 4.165
HTU2 10-2 374, 3 11.,
777v 4612554,2 85,zi,,:4-255 I IrS j,l 90 3,190,' 1 1,1 9 6 -
3,' F`WPQO F-f-wo, Ood,,, WbEi , 3 4 645,,: 4 5V, It W".
See table footnotes or p. 238.
Options: See Hanger Options information on pp. 121-123.
Skewed Seat
Skewable up -o 671Y.
A\railable in single and 2-ply size.
No bevel cut recOred.
Allowable Loads for Skewed HTU Hangers
1. Uplift loads have been increased for wind or 3. Maximurnihanger gap between end of joist (truss) and face of
earthquake loading with no further increase carrying members 'A'.
alli Reduce where other loads govern. 4. Nails: l6o = 0. 162' dia. x 3W long, 1 Odxl !6 = 0.148" dia. x I th' long,
2. Allowable downloads may not be increased. I Od = 0. 148' dia. x 3' long. See pp. 26-27 for other nail sizes and information.
Specify angle
51' to 671/2'
Top View HTU Hanger
Skewed Right t 51'
U)
0
0
C)
U)
0.
E
239
THA/THAC
Adjustable Truss Hangers
v 0 This product is preferable to similar connectors because
of a) easier installation, b) higher loads, c) lower installed
cost, or a combination of these features.
The THA series have extra long straps that can be field -formed to
give height adjustability and top flange hanger convenience. THA
hangers can be installed as top flange or face -mount hangers.
THA4x and THA2x-2 models feature a dense nail pattern in the
straps, which provides more installation options and allows for
easy top flange installation.
Material: See table
Finish: Galvanized. Some products available in ZMAXO coating;
see Corrosion Information, pp. 15-18.
Installation:
Use all specified fasteners: see General Notes.
The following installation methods may be used:
Top Range Installation — The straps must be field formed
over the header - see table for rnmirnum top flange requirements.
Install top and face nails according to the table. Top nails shall
not be within 1/4" from the edge of the top flange members. For
the THA29, nails used for joist attachment must be of iven at an
angle so that they penetrate through the con ier of the joist arid
into the header. For all other top flange installations, straighten
the double shear nailing tabs and install the nails straight into
the joist.
Face Mount Installation — Instal all face nails accondinc to
the table. Not all nail holes will be filled on all models. On models
where there are more nail holes than required, ' 'he lowest four
face noles mus- be filled. Nails used for the joist attachment
must be driven at an angle so that they penetrate through the
corner of the joist into the header.
Alternate Installation — The THA 4x hangers may be installed
in a top flange configuration using the tabulated fasteners for
face -mount installation and achieve the face -mount installation
loads. Install The tabulated face nails into the face and top of the
carTying member. Nails used for the joist attachment must be
driven at an angle so -[hat they penetrate 11hrough the cornier of
the joist into the header.
Uplift — Lowest face nails must be filled to achieve uplift loads.
Options:
THA hangers available w:tl) [lie header flanges turned in for
3%" (except THA413) and larger, voth no load reduction -
order THAC hanger.
Codes: See p. 14 for Code Reference Key Chart
Double-Sh a.,
Double-
a
Nailing
Shear Side View;
Nailing Do ri
Top View bend
21M ii, THA422-2
13"" to, THA0422 and HA42&-2
1P'
21/2' forTHA422-2
THA426-2
THA418
LVA THAC422111'
Face nails Top nails
per table per table
Double4x2—
Use tull table value
Single4x2—_
See
footnote 3
i the double
tabs and install
I into the joist
Typical THA Top Flange
Installation on a Nailer
except THA29)
Alternate Installation
f 7UAA O0
Shear7,7 Dome DouldeNailingSideView
Available on
some models)
U.S. Patent 5,603.580
r _— - I 1 -1
A WSW
N
5'THA29
2 face nails
T tal)
4 top nails
Total)
10- Straighten the
double shear nailing tabs
and instaill nails straight
Typical THA422
Top Flange Installation
on a 4x2 Floor Truss
Typical
THA29 Face
Mount Installation
Top Flange installation
Min. header
depth
0
U)
0.
IN
229
P
C0
D
M
230
THA/THAC
Adjustable Truss Hangers (cont.)
ED These pro-oucts are available with additional corrosion Protecfion. For more information, see p. 18.
I'
93
Top -Flange Installation'
THA29 18 15/8 9 'A 6 51h 21/,6 - 4) 10d: (4) 10d 4 10d 560 2,260 2:310:2,350 2,317SO 480 11740 1,785 11,81t, 1,81n 1
THA213 18 1% 135A6 11/2 - 4) 10d (2) 10H 4) 1 Od x 1 1/2" 1.615 1.6151 1 615 1,615 1,280 1,280 1,280l1.280
THA218 18 1% 17-Y.6 51/-, 2 4) 1 Od (2) 10d 4 10d x 1 1Y 1,615 i .615 1,615 1,280 1,280:1,280
2
7,
2 245[2 ,4 1,1935 5 18,
THA2 2-2 16' 8 A 2) 16d 245 2 2451: 0
Li 5,
4.
THA413 1 8 3% 131A61 4,/, 1 1/ 4) 10d (2) 10d 4) 10d 1,615 1,615 1,280 1,280 1,280 11.280
THA418 16 3 5/h 171/2 77A 2 4) 16d (2) 16d 6 10d 2,245 21245 12,245 2,245 1,935 1,935 1.935:1,935
THA422 16 3% 22 77A 2 4) 113d (2) 16d Q) 10d 2.245 2.245: 2,245 2,245 1,935 1,93511,93511.9351
THA4?6 14 3% 26 i 71h 2 4) 16d i (4) 16d 6116d 2:435 2.435 2.435 2,0q512,09512,99512,0951 FL I
Face -Mount Installation4
18 1% 911A6 51h PA6 - (16) 1 Od (4) 10d 56C
3 18 1% 131A& 5'h 13 A6 - (14) 10d (4) 10d 1,170
8 18 14 173A6 51/-, 17-_Y 6 - (18)106 (4) 10d 1 1,170
18,,
L15
THA413 18 S-% 13-A 41/, 13N 14) 10d 4) 10d 1,170 1 1,94012,235i2,400 2,4001780 11,660 1 910 12,075i 2,210
THA418 16 3% 171h 7A 141A& 22) 16d 6) l6d 1,855 3;69513,695: i3,695 3:695 1,595 3,185 3,185 3,185 3,185
THA422 16 3% 22 7 A 14%6 22) 16d 6) 16d 1,855 32695 3,695 3,695 3,695 11.595 3,185 3,185 5 13,1853,18
THA426 14 35k 26 7'A 161A, 30) 1 6d 6) 16d 1 855 4AIC, 4, 01 'A8-',) 4.4,3, 1,595 FL
THA422-2 14
J
30) 16d 6) 16d 60 5!5 0 A 440 4,745 4,745 1 4,745 170
THA4 6-7 1 6"' WA gi/ 48 3 6d, 5, 520; 5' 1,595 7 5 4,74 5' F.. =l 70
1. UPl:Tt has beennoreased 601. for wind or earthquake loading wi-h no further increase allowed; reduce where other leads Govern.
2. Wind 0 60! is a download rating.
3. For single 4x2 top chord carrying nremoers or single 2x nailers, the following THA hangers can be
installed using 10d x t 1h' top nails and (2) 16d face nails with reduced allowable loads as noted:
THA418/THA422: 1,415 lb. for DF/SP, 1,215 lb. for SPP; THA426: 2.245 11b. for DF/SP, 1,930 11a. for SPFF;
THA422-2,'FHA426-2: 2,345 lb. for DF/S 2,0 i 5 lb. for SPF. Loads are nasec on hanger installat:ons at panel points.
4. Fpce-mount installation loads are based on minimum of 2-pty 2x carrying member. For single 2x carrying
members, use I Od x 1 1h" nails into -the carrying np-mber and tabulated fasterers into the carried member,
and use 0.80 of the table value for 18 gauge, and 0.68 of the table value for 16 gauge and 14 gauge.
S. Min. lop Flange refers to the minimum length of strap that must be field formed over the header.
6. For the THA 2x models. one strap may be installed vertically according to the face mount nailing requirements
ano the other strap wrapped over the truss chord according to the top flange nailing requirements (see drawing on p. 229)
and achieve fill tabulated top flange installation loads.
7. Nails: 16d = 0. 162' dia. x 3V long, I Od = 0.1 -1 8' dia. x 3" long,
i Od x 1 -A" = 0.148" dia. x 1 W" long. See pp. 26-27 for o1her nail sizes and inf mation.
THAR/L422
Skewed Truss Hangers
Designed for 4x2 floor trusses and 4x beams,
the THAR/1-422 has a standard skew of 45'.
Straps must be bent for top flange installation.
PAN nailing helps eliminate splitting of 4x2
truss bottom chords.
Material: 16 gauge
Finish: Galvan'zed
Installation:
Use all specified fasteners; see
General Notes
Straps mus- be field -formed over the
header a minimum of 21/2"
Minimum and maximum nailing
configurations available — see table for
nailing requirements
Codes: See p. 14 for Code Reference Key Chart
THAL422
1. Uplift has beer horeased for wind or ea-rhquake loading with nofurther increase allowed.
re(DUCewhere, other loads govern.
f I : ocr loads unless Fin-ired by other criteria. Floor lo3ds may ne adjusted for2. Roc. loads are 251tc, off
load durations a3cording to the code provided they do not exceed those i-) the rOOf -,OIL!mn.
3. Where -he top of the carried member is f. ush wi& the top of the carrying rne ber,
H,ff is equal to the depth of the ca, ed member. Ofl-erwise, Her.. sfall Ce measured
from the top of the bearing seat to 'he top of tf e carrying member.
4. Nails: 1 Do 0.148" dia. x 3" long, I Gd x I W 0,-z 48" cia. x I 'A" long.
See oD. 26-27 for other nail s7as and information.
Typical THAL422 Installation
with Minimum Nailing on a Floor Truss
with Double 4x2 Top Chord
f
U)
C0
0
WU)
ZINO
h=
241
z
z0
C
R
a g-m-g- -, px- WJMW g ",:w" '-q
F1'T_1e0W_0_d4C6hstnucti6n. Conn' 7 q
Truss Hip/Jack Hanger
The versatile THJA26 can accommodate right- or
left-hand hips (at 45-degree skews), and can be
installed before or after the hip and jack. Can also
be used for double (terminal) hips.
Material: 14 gauge
Finish: Galvanized
Installation:
LJse all specified fasteners; see GenemA Notes.
Al multiple members must be fastened
together to act as a single unit.
Shall be attached to a double girder truss to
allow for required minimum nail Fienetraton.
See footnote 3.
Options:
lhp--,e hangers cannot be modified
Codes: See p. 14 for Code Reference Key Chart
Top View
Left -Hand Hip Installation
THJA26
Top View
Right -Hand Hip Installation
066W.11Aq _40P,
Typical THJA26 Installation
Top View
Terminal Hip without
Center Common Jack
6 Illowable Lo 4*. SPF/47kwable Loads
Model Carried
771H It or Uplift Floor,, I Snow "l,"-'Roofz I Wind' Uplift Snow WJ din
6'6-0)
Code,
iNoCarrying,
MembC,,,-_ P Jack
Jll T" 0#9 V 6i 't 10 0 115) 125) i N_
Hip 720 2010 2,310 2,4bO 2,450 590 1740 2,000 2,100 2 100
THJA26 (20l 16d 61 1 Od x 1112" (4 10d x I 1h' L240" 6
T 1ote 960 2,680 1 3,080 3,265 3,265 785 2,320 2;670 2,800 2,800
1 : qUpliftloadshavebeenincreasedforWoolorearthquakeloadingwith no further increase allowed,
reduce where other loads govern.
2. Wind (160) is a download ra- ' ing.
3. Loads shown are based on a minsmurn :2) 2x6 carrying —ember. For single 2x carrying —embers (mir. 2x6),
ise 1 Gcl x I i1i" nails and use 0.67 of the table value. For (2) 2x4 carrying merrIaers, mui the download by 0.50.
4. -:6d sinkers (D. 14&' dia. x 31/A" long) may be substituted fcr'he sneciffied -; 6d commioins at 0.85 of the table load.
5. Tabilated hiP ard jack allowahle load., assume that 75% of the total load is d stribLited to the No and 251% to 'he jack.
It is permitted to distribute 65%, to 85% offhe tabila-bed 7otal load to the hip, and the rerrairing percentage of total
load to the jack. The combired hip and Jack load may not exceed !he published Total: Oad.
6. For terminal hips, dMde -,he to-lal allowable load by 2 to determine the allowa3le load for each hip.
7. T uss chord cross -grain tension may lim:-L allowable loads in accordance with ANSI/TPI 1-20, A.
Simpson. Strorg-Tio Cornoctor Selector7' so--twaro inclucPs -,he evaltiai:on of --ross-qrain tension in
its hanger allowable loads. For additional information, contact S miason Strong -Tie.
8. Nails: '6d = 0.162" cia. x 3112' long, 10d x 1 lb" = 0.148" dia. x 1112" long.
See po. 26-27 for other hail sizes and inlormation.
0
0
ID
U) lin
CL
11
247
1/2
01
VALLEY FRAMING &
I iimhpr.qi7P;:lnd (' md4- Mintimitm RpnifirpmPnils
Qr A Maxi,mum OfASCE7-10, 130 MPn, tricIC'Sec, P u, kN1
TRUSS
TRUSS, UNDER VALLEY FRAWNG
VALLEY RAFTER OR FUDGE
cpipOLE
af (TL) and 20 psf (TD) Max.
m vtartlng frontherativys orsleepars
ridge board so that cripple locations are
irement Notes
4 16d tc e-na its,
4 16dtoe-nails
4 16d toe -nails
8 16d face -nails
locking 16d toe,nalls
pers 4 Ifid toe -nails
4 16d We -mils
russ 3 16d toL,.nmils each sleeper.& truss
lock 4 16d toe -nails
4 16d toe -nails.
3 16d toe -nails.
4 16d.toe-hails
4 165d toe -mils
4 16d toe -nails
3 16d toernalls
4 16d toe-nalls
MMON NAILS
A) I(B)
Mr— THIS MA11= To ALL C0KMCr=. m TIC No. 70861 TC LL 20130 40 '54 REr ;VALLL-' PPAMING
T—_ _q h_Ak " lrut Pw
f RCSI ChAv. S.f y TC DL 10120 7 7 FATE 10/01/14
DRWG VACNIV180101s,
U.4 —V— 3, 1 -AW, a I. _12,f STATE oF
BC DL 01 0 0 0
w
BC LL 01 C) 0 0
nwCX,WAW Uh cW-!, :rl Xvm L 0 R IV TOT, LD.30 50 4? 6164
bUP. FA 125/1,15
D_v_ w N L
ZEE ABOVESPACING:' EX C4,MOQCAS F— 4,F.n IN. j6b. 0"t .b
TPU —.tpv--v sac..
Cracked or Broken Member Repair DetaR
Load Duration = OZ
m—k., 4 nrrps mav be Increased for Duration of Load
This drawing specifies repoirs for a truss with broken c:hord
or web member.
This design Is vaLlol only for single ply trusses with 2x4 or2x6brokenmembers, No more than one break per chord panel
and no more than two break s per truss are allowed, Contact the truss manufacturer for any repairs that CIO not
comply with this detalk.
B) = Damaged area, 12, max length of damaged section
L) = minimum nailing distance on each side of damaged area (B)
Two 2x4 or two 2x6 side members, same size, grade, and
s cles as alamaged member. Apply one scab per face.
MFnelmum side member tength(s) = (2)(L) + (B)
Scab memb" length (S) must be within the broker) panel,
Nall into 2x4 members using two (2) rows at 4' o.c,, rows staggered, Nall Into 2x6 members using three (3) rows at 4' o.c,, rows staggered,
Nall using 10d box or gun nails C0.1281x3', min> into each side member.
Theamaximum permitted lumber grade formuse.with thisdetijisLimitedtoVisualgrade41andSRrade1650f.
This repair detail may be used for broken connector plate at
mid-panet splices.
This repair detall ma not be used for cloma()ecl chord or web
sectors occurring wt hIn the connector plate area.
Broken chord may not support any tie-in loads,
4' otTypico.
0 + 0 + 0 + 0
0 + 0 + 0 + 0 +
Stagger
Back Face 10 CI Box (0,128' x 3', mIn) Nails,
o = Front Face 2.4 pemberr : TDrouble Row Staqger
2.6 ")b pie Row Stacipere
NoLIL Spacinq Detall
vWARN3WG- RrAD AND FILLENLALCLONAORACETMONS LT4MCSUP)K1"AGV1T1KG MSTALLrn' WiltTANTOO FURN33H THIS DRAVM TU AL k R'f r 'm
ro h f1blIc.t1no, &A, :, INY
ZOO t dMw Of AC11 a'A-WV PrOvkI, t"Wa
C T.. pl, t. psrf-q
td A- SJ- r.vt M or vet
17 PP1Q1,, APZ Aj.. t. _d, f...
h.R h- b-." b,.t.(W P., W_ .,d _ V.,=j V,t.t., -A.. -t.d
Of '. M JU- s sr.—
Ft.,.r %. d .. V; 1"A.Z _ t-d-d Pl.t. 00-1
I C,_t. —Y d--t 11
MPANYANrTW00 Atpk*, a &IWOn Of JYV 31A A h M'SlArl , Or F-4,M -Ppbv, b "'* , ,
Pt: ustkv tH
Y f 'it '11A—Ad'W4 DOSV PW MUInK I 3K4
13339 La)wkwt Dd" lnfwmtwl got tNs job's Qt,—.( = ,&M
E.th Cly. M053D45 -tdrMt—, TPP 111.tp tOrgl
MoLxlmum Member Axial Force
Member Size L SPF-C HF DF-L SYP
Web Only 2x4 12, 620# 635# 730# 800#
Welo On y 2x4 181 975#. 1055# 1295# 14150
Web or Chard 2x4
24'
975# 1055# 1495# 1745#
Web or Chord 2x6 1465# 15135# 2245# 2620#
Web or Chord L1x4
30,
1910# 19600 2315# 2555#
Web or Chord 2x6 223o# 2365# 3125# 3575#
Web or3or ""u' ' c2x4
36'
470# 2530# 2930# 32
Web or Chord 2x6 3535# 3635# 4295# 474
Web or Chord 2x4
42'
29754 1 3045# WChordWeborChord EXIS
Web or Chord 2.4
413'
3460#
elo or ChordWWorC 2x62x 5280# 6095# 6660#
L -,=E. - _L
M"- US
REIF MEMBER REPAIR
DATE 10/01/14
DRWG REPCHRD1014
11 s
NOTE., IF PALLETS'OF CONSTRUCTION MATERIAL WEIGHING MORE
R
THAN 5GO#.ARE TO BE PLACIE.O QN FLOOR, TOUSStS, SHORING
RECOMMENDED S H 0 R NG D E. T A IL isquul.Rru),
K C ATED LOAD TO UPPER rLobA pONSTSUCTIONMATCRIAL. ONC.ENTR
PROVIDE 2.'0%* CLEARANGE'QN- ALL SIVES OF A, MAXIMUM
WrEIG'HT PER PAt LET 'IS' LOAD
I
MUS , T BE SPR A 0 OVER
AT LEAST 2-TROSSES..
SNOTE: SEE APPROPP14TE ALPTNE FOS-LUMBS, PLATE AND.
OTHER DATA NOT SHOWN MERE.
71=
i 1 d. i -i NOTE, SHMING, MATERIAL ANO LA13OR
2dol T11,114STALL. AND TO REMOVE THIS
xi 11211 gypstsm bid. 2.1 psrl 1/2"-I.Ayer MAJERIAl- IS ITO BE SUPPiLIED
b 21 511 In r SY TH5- CONTRACTOR. Al
15004 GAPACITY: V tone. block, 6.0 pirl sllll laycY7Pb!T.8 ia oflry brick 38 pq 1:4 0
M -lmumlI-'N
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32837
Phone: (800)755-6001
alpineitw.com
0;+- 1-,F-,+;-
Customer Carpenter Contractors of America Job Number N333519
JobDescription: VARIOUS 9A6/9A7,258SE/258MA/258TA , 02A RAO 1
Address: TCity, State, Zip:
Name, Address and License # of Structural EOR if one exists for the building:
Name: License #:
Address: City, State, Zip:
State:
Job Engineering Criteria:
Design Code: FBC 6th Edition (2017) View Version: 17.02.02.1213.21 JRef#: lWa289750082
WindStandard: ASCE7_10 Mind Speed (mph): 150 RoofLoad(PsO: 20.00-10.00-0.00- FloorLoad(PsO: 40.00-10.00-0.00-
5.00 5.00
This package contains a job notes page, 50 truss drawings and 9 details.
Item Seal # Truss
1, 102.18.1215.10380 Al
3 102.18.1215.10848 A3
5 102.18.1215.11877 A5G
7 102.18.1215.11878 G1
9 102.18.1215.10582 G3
11 102.18.1215.12032 ClG
13 102.18.1215.10988 V3
15 102.18.1215.10925 V1
17 102.18.1215.10971 MV1
19 102.18.1215.11052 HRA
21 102.18.1215.10191 HJ2
23 102.18.1215.10441 ERA
25 102.18.1215.10739 EJ2
27 102.18.1215.12031 CJ5A
29 102.18.1215.10332 CJ3
31 102.18.1215.10269 CJ3A
33 102.18.1215.10738 CJ1A
35 102.18.1215.10239 FG1
Item Seal # Truss
2 102.18.1215.10208 A2
4 102.18.1215.10691 A4
6 102.18.1215.11050 A5GA
8 102.18.1215.09959 G2
10 102.18.1215.10363 G4G
12 102.18.1215.10783 MG
14 102.18.1215.10145 V2
16 102.18.1215.11299 MV2
18 102.18.1215.10036 HJ7
20 102.18.1215.10051 HRS
22 102.18.1215.11082 EJ7
24 102.18.1215.10066 EJ7S
26 102.18.1215.10409 CJ5
28 102.18.1215.11080 CJ5S
30 102.18.1215.11049 CJ3S
32 102.18.1215.10908 CJ1
34 102.18.1215.11954 ils
Wit dacu ment has boeen electroriczfly
36 102.18.1215.MM- uRiFq2niejit.wkiUnmtAre. Printed
copien witiout 3n orioinal siamture musl
Lt VV1111to a tilaq uIrw lquia
ve rsicn.
04/12/2018
ENs
70861
STATE OF
A
OR
Florida Certificate of Product Approval #FL1 999 Printed 4/12/2018 1 52 48 PM
CZ ifn In f^ r n f;^ " -
Customer Carpenter Contractors of America Job Number, N333519
JobDescription: VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01
Address: City, State, Zip:
Item Seal # Truss
37 102.18.1215.11953 FTGE2
39 102.18.1215.09989 MA
41 102.18.1215.10003 FT1GE
43 102.18.1215.10207 FT3G
45 102.18.1215.10909 FT5
47 102.18.1215.10565 FT7
49 102.18.1215.11220 FT8G
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32837
Phone: (800)755-6001
alpineitw.com
Item Seal # Truss
38 102.18.1215.11487 FT1
40 102.18.1215.10114 FT1G
42 102.18.1215.10628 FT3
44 102.18.1215.10659 FT4
46 102.18.1215.10644 FT6
48 102.18.1215.10146 FT7GE
50 102.18.1215.10894 FT10G
This dDcument his 6een electronicstly
P -=
1
I
coixe5 vath:)ut an orional sianstur.
te yeffmd asiricithe orictinal eJectranic
versicn.
1E NS-k-'-**-.
STATE OF
0
04/12/2018
Florida Certificate of Product Approval #FL1 999 Printed 4/12/2018 1:52:48 PM
Job N unnber: N333519 Ply: 1 SEON:427IO/ T37
COMI
Cust R8975 JRef: lWa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA,O2A, RAO 1 Qty: 13 FROM PFH DrwNo: 102,18,1215.10380
Truss Label: Al KD / WHK 04/12/2018
Ts
Loading Criteria (psf)
TCLL 20 00
TCDL: 17.00
BCLL: 0.00
BCDL 10.00
Des Ld: 47.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
7 110 14 15'
1 4 TV-2
10'
10'
Wind Criteria
Wind Std: ASCE7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 24.19 ft
TCDL: 4.2 psf
BCDL 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 1 3B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #1 :132 2x6 SP #2 N:
Webs 2x4 SP #3:W2, W3 2x4 SP #2 N:
Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3:
Lumber value set "I 3B" uses design values
approved 1/30/2013 by ALSC
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWIFIRS with additional C&C
member design.
Snow Criteria (PgTpf in PSF)
Pg: NA Ct: NA CAT: N/
Pf NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
2ZI"2
Tl "2
D
30'
IQ'
TO
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.126 H 999 360
VERT(TL): 0.438 H 999 240
HORZ(LL): 0.046 H - -
HORZ(TL): 0.103 H
Creep Factor: 2.0
MaxTCCSI: 0.936
Max BC CSI: 0.798
Max Web CSI: 0.668
VIEWVer: 17.02.01A.1115.21
A%, 4
At' , COA #0
04/12/2018
39
T10"14
10, 1
30'
i
A Maximum Reactions (Ibs)
Loc R / U /Rw /Rh /RL /W
B 1643 704 /1025/- /287 /4.0
F 1643 704 /1025/- / - /4.0
Wind reactions based on MWIFIRS
B Min Brg Width Req = 1.9
F Min Brg Width Req = 1.9
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-C 1115 -2701 D - E 1140 -2425
C - D 1140 -2423 E - F 1115 -2702
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - 1 2289 -852 H - F 2291 -852
1 - H 1564 -439
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - 1 398 -513 D - H 902 -422
1 - D 900 -422 H - E 398 -513
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary.
bracingyer BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattacheriqidceilina. Locations shown for permanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3 B7 or 910
as applicable, AppTy ,,Iates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwis6. Refer to'
drawings 160A-Z for s andard plate positions. ALPINE
Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the RWCOMP w
truss in conformance with ANSI P1 1, or for handlinj shippin?, installation and bracing of trussesA seal on this drawing or cove r e 2400 Lake Orange Dr.
listing this drawing, indicates acceptance of pro) essiona engineenn responsibility solely for the design shown. The sp.1,11bilityanduseofthisrawingforanystructureistheresponsibilityoftheOuildingDesignerperANSI[TPI 1 Sec.2. Suite 150
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn, TPI: www.tpinst.org; SBCA: www.slocindustry.corn; ICC: www.iccsafe.org Orlando FL, 32837
Job INIumber: N333519 ply:: 1 SEQN: 42711 1 T36 / HIPS Cust RR8975 JRef: lWa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA 02A RAO 1 Qty 2 FROM:RDG DrwNo: 102.18.1215.10208
Truss Label: A2 KM / VVHK 04/12/2018
67"
67'
b
T6
13' 17' 23'5"
6'5"
EF4X10 5X8
D E
30'
30'
67'
1, 10, 10' 10, 1.
10, 20' 30'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg, Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw--/Rh /-RL / W
TCDL 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL): 0.127 1 999 360 B 1618 /308 /1030/- /254 /4.0
BCLL: 0.00 Enclosure: Closed Lu- NA Cs: NA VERT(TL): 0.449 1 999 240 G 1631 / 308 /1030/- / - /4.0
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.053 1 - - Wind reactions based on MWIFIRS
Des Ld: 47.00
EXP: C
HORZ(TL): 0.120 1 8 Min Brig Width Req = 1.9
NCBCLL 10.00
Mean Height: 23.69 ft
TCDL: 4.2 psf
Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 1.9
Soffit 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CS 0 . 841 Bearings B & G are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.831
Members not listed have forces less than 375#
Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.258
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE rVIEWVer 1702.01A.1115.21 B-C 1040 -2703 E-F 971 -2359
Lumber
C-D 970 -2330 F-G 1039 -2732
D-E 874 -1713
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #1 :B2 2x6 SP #2 N: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3:W3 2x4 SP #2 N:
Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: B - J 2309 -796 1 - G 2334 -824
Lumber value set "l 3B" uses design values i - 1 1727 -518
approved 1/30/2013 by ALSC
Bracing
a) I X4 #3SRB or better continuous latera I restraint
to be equally spaced. Attach with (2) 8d Box or Gun
nails(O.1 13"x2.5",min.). Restraint material to be
supplied and attached at both ends to a suitable
support by erection contractor,
a) or scab reinforcement may be used in lieu of CLR
restraint. substitute (1) scab for (1) CLR and (2)
scabs for (2) CLR'S where shown. Scab
reinforcement to be same size, species, grade, and
80% length of web member. Attach with 0. 1 28x3" gun
nails @ 6" oc.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design,
o.708 I
COA #0 Omsk M194
04/12/2018
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - 1 302 -465 E - 1 678 -224
J - D 648 -254 1 - F 301 -464
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporary.
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly
atta C hed riiid ceilin, 9Y. Locations shown forpermanent lateral restraint ofwebs shall have bracinq inslalled per BCSI sections B3 B7 or 10asapplicabe. App y vlates to each face oftruss and position as shown above and on the Joinf-Details, unless noted otherwis6. Refer to'
drawings 160A-Z for s anclard plate positions. ALPINE
Alpine, a division of ITW Build incL Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the . r1W COMPAW
truss in conformance with ANSIFrPI 1, or for hand1% shippin?, installation and bracing of trussesA seal on this drawing or coverspa e 2400 Lake Orange Dr.
listing this drawing, indicates acceptance of pro) essiona engineerin respo,nsibility solely for the de n shown. The , PabilityaSig2. and use of this rawing for any structure is fhe responsibilitV of the uilding Designer per ANSI/TPI I Se Suite 150
For more information see this job's general notes page and these web sites ALPINE: www.allpineitxom; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; [CC: www.iccsafe.org Orlando FL, 32837
Job Number: N333519 Ply: 1 SEQN 42712 / T35 HI4PS] C-1 t: R R8975 JRef: 1 Wa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty: 2 FROM:RDG DrwNo: 102.18.1215.10848
Truss Label: A3 KM WHIK 04/12/2018
5 19, L4 30'
5 8' 5" 57'
SS0514 —SS0514
T2D E
12
6
Z 4X4C W 4X4
a)
F
coZo
B G
A H
H051 0 -- H 0 15 10 6X8(B3)
30,
10, 10' 10,
10, 20' 30'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
TCLL 20.00 Wind Std: ASCE7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl Lj# Loc R / U /Rw /Rh I RL /W
TCDL 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL): 0.124 1 999 360 B 1599 /437 /1029/- /220 / 4 O
BCILL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.446 1 999 240 G 1621 / 437 /1029/- / - /4.0
BCDL: 1000 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.056 1 - - Wind reactions based on MWFRS
Des Ld 47.00
EXP: C
Mean Height: 23.19 ft
HORZ(TL): 0.129 1 B Min Brg Width Req = 1.9
NCBCLL: 10.00 TCDL: 4.2 psf
Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 1.9
Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.865 Bearings B & G are a rigid surface,
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Stcl 2014 Max BC CSI: 0.839
Members not listed have forces less than 375#
Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0. 199
Maximum Top Chord Forces Per Ply (lbs)
Loc. from endwall not in 9.00 ft FT/RT:20(0)/10(0)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE, HS, 18SS VI EW Ver: 17.02. 01 A. 1115.21 B-C 1069 -2660 E - F 972 -2355
Lumber
C-D 972 -2301 F-G 1068 -2711
D-E 933 -1913
Value Set: 13B (Effective 6/11/2013)
Top chord 2x4 SP #2 N 32 2x4 SP #1: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1
Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3:W3 2x4 SP #2 N:
Lt Wedge 2x4 SID #3::Rt Wedge 2x4 SP #3: B - J 2273 -829 1 - G 2318 -856
Lumber value set "ll 313" uses design values i - 1 1952 -635
approved 1/30/2013 by ALSC
Bracing Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
a) 1X4 #3SRB or better continuous lateral restraint
to be equally spaced. Attach with (2) 8d Box or Gun J - D 502 -134 E - 1 503 -123
nails(O.1 1 3"x2.5",min.). Restraint material to be
supplied and attached at both ends to a suitable
support by erection contractor.
a) or scab reinforcement may be used in lieu of CLR
restraint. substitute (1) scab for (1) CLR and (2) A, for CLR'S Scabscabs (2) where shown.
reinforcement to be same size, species, grade, and
80% length Attach
CS
4,
ofweb member. with 0,128x3" gun
nails @ 6" oc. I ,
Loading 08 1
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
0
S
Wind loads based MWFRS C&C ow"Ae%4onwithadditional
member design. r1p IONACOA #04,qh
04/12/2018
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Truss)es require extreme care in fabricating, handlinp, shipping, Com Safety Information, TPI
installing and bracing. Refer to and follow the latest edition of BCSI (Building
onent c cbyandSBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
brad I g per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly
attac i6d riqjd ceilinq. Locations shown forpermanent lateral restraint of webs shall have bracinp inslalled per BCSI sections B3 B7 or 910,
as ar plicab-le. AppTy Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwis6. Refer todrawngs160A-Z fbr s andard plate positions. ALPINE
Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/TPI 1, or for handlinj shippy installation and bracing of trussesA seal on this drawing or cover e
2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro) essiona engineering responsibility solely for the design shown. The
P.7,11bility
this for is the the Designer ANSI/TPI 1 Sec.2. Suite 150anduseofrawinganystructureresponsibilityofuildingper
IFor more information see this job's general notes page and these web sites: ALPINE: .alpinem.corn; TPI -.tpinstorg; SBCA: .sbcindustry.corn IM -.iccsafe org Orlando FL, 32837
Job 'umber: N333519 Ply: 1 ---jSEQN. 42713/ T34 HIPS Cust RR8975 JRef lWa289750082
VARIOUS 9A6/9A7,258SE1258MA/258TA 02A RAO 1 Qty: 2 FROM:RDG DrwNo: 102.18.1215.10691
Truss Label: A4 VRA WHK 04112/2018
9. 15' 21' 24'1" 30'
6- 3-1" 511
4X6 4X4 4X6
D E F
12 2X4
6 C 2X4G T
B H
A
K M
4X6(B2) 5X8 --5X8 4X6(B2)
30' iA
10, 10, 10, 1.
10, 20' 30'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
TCLL 20.00 WindStd: ASCE7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W
TCDL: 17.00 Speed: 150 mph Pf* NA Ce: NA VERT(LL): 0.124 E 999 360 B 1548 /440 /1022/- /187 /4.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.475 E 999 240 H 1548 / 440 /1022/- / - /4.0
BCDL: 10.00 Risk Category: 11 Snow Duration NA HORZ(LL): 0.048 J - - Wind reactions based on MWFRS
Des Ld: 47.00
EXP: C
HORZ(TL): 0. 117 J
Mean Height: 22.69 ft B Min Brg Width Req = 1.8
NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0TCDL: 4.2 psf
H Min Brg Width Req = 1.8
Soffit: 0.00 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.782BCDL: 5.0 psf
Bearings B & H are a rigid surface.
Load Duration: 1.25 MWIFIRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.806
Members not listed have forces less than 375#
Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.340
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall not in 9.00 ft FT/RT:20(0)/10(0)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0. 18 Plate Type(s):
Wind Duration: 1.60 WAVE VI EW Ver: 17.02. 0 1 A. 1115.21 B-C 1080 -2524 E - F 989 -2053
Lumber C - D 997 -2199 F-G 997 -2199
D - E 990 -2053 G - H 1079 -2524
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 IN Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1
Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp.
Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: B - K 2147 -832 J - H 2147 -860
Lumber value set '1313" uses design values K - J 2322 -872
approved 1/30/2013 by ALSC
Wind Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Wind loads based on MWFRS with additional C&C
member design. D-K 626 -251 J - F 626 -251
EN
Z 0
S1AT 0
IV ALCOA4
Iftwummmi,
04/12/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest editionComponentSafetyInformation, by TPI
of BCSI (Building
and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattacheyi-Mid ceiliny,, Locations shown forpermanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3 B7 or 9103Details, unless noted otherwis6. as applicab e. App y to each face oftruss and position as shown above and on the Joint
Ash., Refer to' Iates
drawings 160A-Z for s andard plate positions. ALPINE
Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANYtrussinANSI/TPI 1, for handlinj installation bracing trussesAconformancewithorshippiyandof seal on this drawing or cover.pa e 2400 Lake Orange Dr. listing this drawin indicates acceptance 9f pro) essiona engmeenn respo nsibility solely for the de n shown. The Pability Suite 150anduseofthisgrawingforanystructureistheresponsibilityoftheOuildingDesignerperANSI/TPI 110ec. 2.
1 For mo re i nform atio n see th i s jo Us ge ne ra I notes page a nd thes e web si tes: A LP I N E: , a I p i ne itw. corn , T P I . tp i n st. org; S BCA: . sbci nd ustry. co rn ; I C C i ccsafe . org Orlando FL, 32837
Job 4umber: N333519 Ply: 1 SEQN: 42714 / T29 / SPEC Cust: RR8975 JRef lWa289750082
VARIOUS 9A6/gA7,258SE/258MA/258TA,02A,RAOI Qty: 1 FROM PFH DrwNo: 102.18.1215.11877
Truss Label: A5G KM / DF 04/12/2018
T
b 5X5
3X(3
6T6
A
C: K
a
7' 5' 23' 30' L
7' 8. 8. 7'
8X8 1114X8 -8X10
C D T2 E
I Z
1 — F-
Cl)
1)
W2 T3
LJ
F
1114X6 1 OX 10
30'
6'10"4 8'1"12 8'112
6'1 O'A 15' 23'1"12
H1114X6
610"A
30'
Loading Criteria (psf) Wind Criteria Snow Criteria (PglPf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W
TCDL: 17.00 Speed: 150 mph Pf: NA Ce NA VERT(LL): 0.183 D 999 360 K 3046 /1253 /4.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.711 D 797 240 F 3046 /1253 /4.0
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.033 H - - Wind reactions based on MWIFIRS
EXP C
Des Ld: 47.00
Mean Height: 22.19 ft
HORZ(TL): 0.081 H K Min Brg Width Req = 2.5
NCBCLL 0.00
TCDL: 4.2 psf
Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 2.5
Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.977 Bearings K & F are a rigid surface.
Load Duration: 1.25 MWIFIRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI 0.331
Members not listed have forces less than 375#
Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.693
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: NA FT/RT:20(0)/10(0)
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VI EW Ver: 17.02.02A. 1213.21 B - C 23T7 -5878 D - E 3007 -7425
Lumber
C - D 3007 -7425 E-F 2364 -5846
Value Set: 13B (Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x4 SP 2400f-2.0E :T2 2x8 SP Chords Tens.Comp. Chords Tens. Comp. 2400f-2.OE:
T3 2x4 SP #11: B - J 5186 -2077 1 - H 5126 -2061
Bot chord 2x8 SP 2400f-2.OE i - 1 5154 -2073 H - F 5156 -2064
Webs 2x4 SID #3:W2 2x4 SP #2 N:
W4 2x4 SP 2400f-2.OE
Maximum Web Forces Per Ply (Ibs)
Lumber value set "I 3B" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC
i - C 755 -93 1 - E 2502 -1028
Bracing C - 1 2471 -1014 E-H 733 -84
a) 1X4 #3SRB or better continuous lateral restraint D - 1 1006 -1589
to be equally spaced. Attach with (2) 8d Box or Gun
nails(O.1 13"x2.5",min.). Restraint material to be
supplied and attached at both ends to a suitable lit
support by erection contractor.
a) or scab reinforcement may be used in lieu of CLIR
restraint. substitute (1) scab for (1) CLR and (2)
scabs for (2) CLR'S where shown. Scab
reinforcement to be same size, species, grade, and
80% length of web member. Attach with 0.128x3" gun
nails @ 6" oc. 08 1
Loading
1 hip supports 7-0-0 jacks with no webs. 0 Z
Wind %
Wind loads and reactions based on MWFRS. 6 0 -
0 ........ 0-
COA 4 0
04/12/2018
WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatinq, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattachedriiidceiliny. Locations shown for permanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3 B7 or 910asapplicabe. App y ,.Iates to each face of truss and position as shown above and on the JoinfDetails, unless noted otlherwis. Refer to'
drawings 160A-Z for s andard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the
ALPINE
truss in conformance with ANSI/TPI 1 , or for handlinj shippinp, installation and bracing of trussesA seal on this drawing or coverspa e
AN rPN CDMPANY
listing this drawing, indicates acceptance of pro) essiona engin . risibility solely for the design shown. The , Pability 2400 Lake Orange Dr.
f erund respc
and use of this rawing for any structure is the responsibiliq o the uilding Designer per ANSIITPI 1 Sec.2. Suite 150
For more information see this job's general notes page and these web sites: ALPINE: -alpineitw.comjPI: Apinst.org,SBCA: .sbcindustry,comICC. .iccsafe.org Orlando FL, 32837
Job umber: N333519
VARIOUS 9A6/9A7,258SE/258MA/258TA 02A RAO 1
Truss Label: A5GA
Ply: 1 SEQN: 42715/ T32 /HIPS Cust: RR8975 JRef: lWa289750082
Qty: 1 FROM:RDG DrwNo: 102.18.1215.11050
KM / WHK 04/12/2018
7' 15' 30'
817' 8 7-
8X8
C
1114X6
D T2
EIXE;
E
6
W2 (
a)
6X6(C3) --6X6(C3)
F
T6
Bn F
A
2
ji H
5X5(C3) 1114X4 AX4 -- 5X5(C3)
1 6'10"4
6'10"4
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE7-10
TCDL* 17.00 Speed: 150 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 1000 Risk Category: 11
EXP C
Des Ld: 47.00 Mean Height: 22.19 ft
NCBCLL* 10.00 TCDL: 4.2 psf
Soffit: 0.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 C&C Dist a: 3.00 ft
Loc. from endwall: not in 144.00
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP 2400f-2.OE :T2 2x6 SP SS.
Bot chord 2x6 SP SS
Webs 2x4 SP #3:W2, W4 2x6 SP #2 N:
Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #1
Lumber value set "l 313" uses design values
approved 1/30/2013 by ALSC
Bracing
a) 1X4 #3SRB or better continuous lateral restraint
to be equally spaced. Attach with (2) 8d Box or Gun
nails(O.1 13"x2.5",min.). Restraint material to be
supplied and attached at both ends to a suitable
support by erection contractor.
a) or scab reinforcement may be used in lieu of CLR
restraint. substitute (1) scab for (1) CLR and (2)
scabs for (2) CLR'S where shown. Scab
reinforcement to be same size, species, grade, and
80% length of web member. Attach with 0.128x3" gun
nails @ 6" oc.
Wind
Wind loads and reactions based on MWFRS.
Bearing Block(s)
Big blocks: 0. 1 28"x3" nails
brg x-loc #blocks length/blk #nails/blk wall plate
1 0.000, 1 12" 4 Rigid Surface
2 29.667' 1 12" 4 Rigid Surface
Brg block to be same size and species as chord.
Refer to drawing CNNAILSP1 014 for more information.
30'
8'1 " 12 8'1"12
15' 23'1 " 12
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/clefl L/#
Pf NA Ce- NA VERT(LL): 0.264 D 999 360
Lu NA Cs: NA VERT(TL): 0.987 D 569 240
Snow Duration: NA HORZ(LL): 0.069 H - -
HORZ(TL): 0.164 H
Code / Misc Criteria Creep Factor: 2.0
Bldg Code: FBC 6th.ed 201 - Max TC CSI: 0.969
TPI Std: 2014 Max BC CSI: 0.869
Rep Factors Used: Yes Max Web CSI 0.535
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS VI EW Ver: 17.02. 01 A. 1115.21
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 78 pif at -1.00 to 78 plf at 7.00
TC: From 39 pif at 7.00 to 39 pit at 23 00
TC: From 78 pit at 23.00 to 78 plf at 31.00
BC: From 20 plf at 0.00 to 20 plf at 7.03
BC: From 10 plf at 7.03 to 10 pif at 22.97
BC: From 20 pif at 22.97 to 20 plf at 30.00
TC: 565 lb Conc. Load at 7.03
TC: 254 b Conc. Load at 9.06,11.06,13.06,15.00
TC: 250 b Conc. Load at 16.94,18.94,20.94
TC: 562 lb Conc. Load at 22.97
BC: 579 lb Conc. Load at 7.03
BC: 137 lb Conc. Load at 9.06,11.06,13.06,15.00
BC: 136 lb Conc. Load at 16.94,18.94,20.94
BC: 574 lb Conc. Load at 22.97
04/12/2018
6'10"4
30'
A Maximum Reactions (Ibs)
Loc R / U /Rw /Rh /RL / W
B 3660 / 1670 /4.0
F 3652 /1660 /4.0
Wind reactions based on MWFRS
B Min Brg Width Req =
F Min Brg Width Req =
Bearings B & F are a rigid surface.
T
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - C 3192 -7023 D - E 4029 -87T7
C-D 4029 -8777 E - F 3170 -7004
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - J 6179 -2790 1 - H 6133 -2770
i - 1 6151 -2790 H - F 6161 -2770
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
i - C 685 0 1 - E 2896 -1378
C - I 28T7 -1356 E-H 678 0
D -1 1058 -1584
WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
c cComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary.
bracing er BCSI. Unless rioted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly
attache Trib d ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin 910,
ca lie A p inslalled per BCSI sections B3 B7 orasapplippTyOatestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless noted otherwisd. Refer to
drawings 16OA-Z fbr s andard plate positions.
Alpine, a division of ITW Buildin ALPINEComponentsGroupInc. shall not be responsible for any deviation from this drawing,apy failure to build the FM COMMNYtrussinconformancewithANSIPI1, or for handlin, shijppin, installation and bracing of trussesA seal on this drawing or cove e
listing this drawing, indicates acceptance of pro essiona pinginfeteringuresponsibility solely for the design shown. The rspildbility 2400 Lake Orange Dr.
and use of this rawing for any structure is fh e responsibility 0 he ilding Designer per ANSIfTPI 1 Sec.2. Suite 150
7or more information see this job's general notes page and these web sites ALPINE: www.alpineitw,com. TPI: www.tpinst.org; SBCA: www.sbcindustry com; =: wwwkcsafe.org
Orlando FL, 32837
Job urnber: N333519 ply:: 1 SEQN 42716 / T18 / COMN Cust R R8975 JRef: 1VVa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty 4 FROM:RDG DrwNo 102.18.1215.11878
Truss Label: G1 KIM / DF 04/12/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL: 17.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 47.00
NCBCLL 10.00
Soffit: 0 00
Load Duration: 1.25
Spacing: 24.0 "
TWA
TWA
Wind Criteria
WindStd: ASCE7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 15 00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 IN
Webs 2x4 SIP #3
Lumber value set "l 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
10'8"
5012
08D
21'4"
6-T8
13'11"12
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu* NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
X 2 21A"
12 5-74
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.049 H 999 360
VERT(TL): 0.188 H 999 240
HORZ(LL): 0.020 G - -
HORZ(TL): 0.048 G
Creep Factor: 2.0
Max TC CSI: 0.387
Max BC CSI: 0.680
Max Web CSI: 0.210
VIEW Ver: 17.02.02A. 1213.21
04/12/2018
9'4"
T4'A
TT
A Maximum Reactions (Ibs)
Loc R / U /Rw /Rh /RL /W
B 1126 /323 /775 /201 /8.0
F 1043 / 291 /691 / - /8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.6
F Min Brg Width Req = 1.5
Bearings B & F are a rigid surface.
Bearings B & F require a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-C 612 -1770 D - E 637 -1562
C - D 609 -1552 E - F 639 -1781
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 1510 -483 G - F 1522 -485
H-G 1025 -257
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp. Webs Tens. Comp.
C-H 218 -377 D-G 550 -213
H - D 535 -205 G - E 220 -384
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattacheTrilidceiliny. Locations shown forpermanent lateral restraint of webs shall have bracinq Installed per BCSI sections B3 B7 or 910asapplicabe. App y Elates to each face oftruss and position as shown above and on the Joinf-Details, unless noted otherwis6. Refer to'
drawings 160A-Z fbr s andard plate positions. ALPINE
Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN ' —
truss in conformance with ANSI[TPI 1, or for handlinT shippinp, installation and bracing of trussesA seal on this drawing or coverspa e 2400 Lake Orange Dr.'
listing this drawing, indicates acceptance qf pro) essiona engineering responsibility solely for the design shown. The a bility
and use of this rawing for any structure is the responsibiliq of the uilding Designer per ANSIITPI 1 Sec.2. Suite 150
IFor more information see this job's general n6tes page and these web sites: ALPINE: .alpineitw.corn: TPI: Apinst.org; SBCA: .sbcindustry com, ICC. Jccsafe.org Orlando FL, 32837
Job Iumber: N333519 Ply: 1 SEQN: 42717 / T16 /
COMI Cust: RR8975 JRef lWa2l9710012
VARIOUS 9A6/9A7,258SE/258MA/258TA 02A,RA01 Qty: 1 FROM:RDG DrwNo: 102.18.1215.09959
Truss Label: G2 KM / WHK 04/12/2018
Coul
I -T3
Loading Criteria (psf)
TCLL: 20.00
TCDL* 17 00
BCLL- 0.00
BCDL 10.00
Des Ld: 47.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
574
57'4
7'4"4
TWA
Wind Criteria
Wind Std: ASCE7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0. 18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Lumber value set "ll 313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
10'8" i ""W 1
21'4"
5'0"12 5'012 574
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N)
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
4X8D
21-4"
67-8
131112
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.049 H 999 360
VERT(TL): 0.188 H 999 240
HORZ(LL): 0.020 H - -
HORZ(TL): 0.048 H
Creep Factor: 2.0
MaxTCCSI: 0.370
Max BC CSI: 0.670
Max Web CSI: 0.205
VIEW Ver: 17.02.01A.1115.21
04/12/2018
7-4-4
21'4"
A Maximum Reactions (lbs)
Loc R / U /Rw /Rh /RL /W
B 1123 /322 /774 /214 /8.0
F 1123 /322 /774 /- /8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.6
F Min Brg Width Req = 1.6
Bearings B & F are a rigid surface.
Bearings B & F require a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B-C 602 -1765 D - E 603 -1548
C-D 603 -1547 E - F 602 -1766
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp:
B - 1 1506 -426 H - F 1506 -452
1 - H 1020 -225
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - 1 217 -376 D - H 537 -207
1 - D 536 -207 H - E 217 -376
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handli% shipping, installing and bracing, Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattachedriqidceilinq. Locations shown forDermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or 910
as applicable. Apply Oates to each face oftruss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to'
drawings 160A-Z for s andard plate positions.
Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
ALPINE
truss in conformance with ANSIrTPI 1, or for handlinj shippinp, installation and bracing of trussesA seal on this drawing or cover
AN MNCOMPANY
listing this drawing, indicates acceptance of pro) essiona engineerin responsibility solely for the design shown. The spiliVaebility 2400 Lake Orange Dr.
and use of this rawing for any structure is the responsibility of the Ouilding Designer per ANSI/TPI 1 Sec.2. Suite 150
IFor more information see this job's general notes page and these web sites: ALPINE: .alpineitwcom; TPL Apinst.org; SBCA: .sbcindustry.com; ICC. .iccsafe.org Orlando FL, 32837
Job humber: N333519 ply:: 1 SEQN: 42763 / T15 / HIPS Cust RR8975 JRef 1W@289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty 1 FROM:RDG DrwNo: 102.18.1215.10582
Truss Label: G3 KIA / WHK 04/12/2018
Z3
Loading Criteria (psf)
TCLL: 20.00
TCDL: 17.00
BCLL: 0 00
BCDL: 10.00
Des Ld: 47.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
1,
91 124"
9. 3'4"
9'1"12
9'1 "12
Wind Criteria
Wind Std: ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 It
GCpi: 0. 18
Wind Duration 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SIP 2400f-2.OE :T2 2x4 SIP #2 N:
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Lumber value set "l 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
E56X8 5X5
C T2 D
214"
2'r4"
9.
2'1 T 9'4"4
11'11 '12 21-4"
Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/clefl L/# Loc R / U /Rw /Rh /RL /W
Pf: NA Ce: NA VERT(LL): 0.029 G 999 360 B 1123 /323 /773 /186 / 8 O
Lu: NA Cs: NA VERT(TL): 0.110 G 999 240 E 1123 /323 /773 /- /8.0
Snow Duration: NA HORZ(LL): 0.018 H - - Wind reactions based on MWFRS
HORZ(TL): 0.042 H B Min Brg Width Req = 1.6
Code / Misc Criteria Creep Factor: 2.0 E Min Brg Width Req = 1.6
Bldg Code: FBC i3th.ed 201 Max TC CSI: 0.776 Bearings B & E are a rigid surface.
TPI Std: 2014 Max BC CSI: 0.886 Bearings B & E require a seat plate.
Rep Factors Used: Yes Max Web CSI: 0. 105
FT/RT:20(0)/10(0)
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs) Plate Type(s):
Chords Tens.Comp. Chords Tens, Comp.
WAVE VIEW Ver: 17.02. 01 A. 1115.21
B - C 569 -1547 D - E 568 -1542
C - ID 603 -1263
04/12/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 1257 -351 G - E 1253 -376
H-G 1261 -352
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCS] (BuildingcComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing qr BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly
attache Trib id ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or 910, as applica je . AppTy ,,Iates to each face or truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to
drawings 160A-Z for s anclard plate positions.
Alpine, a division of ITW BuildinhComponents Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the
ALPINE
truss in conformance with ANSI PI 1, or for handlinj shippin?, installation and bracing of trussesA seal on this drawing or coverspa
AN RW COMPANY
listing this drawing, indicates acceptance 9f pro) essiona engineerina respo nsibility solely for the design shown. The ' VA i I ity 2400 Lake Orange Dr.
and use of this rawing for any structure is the responsibility of the uilding Designer per ANSI1TPI 1 Sec.2. Suite 150
IFor more information see this job's general notes page and these web sites: ALPINE: .aipineitw.corn; TPI: Apinstorg; SBCA: .sbcindustryxom; ICC: .iccsafe,org
Orlando FL, 32837
Job umber: N333519 ply:: 1 SEQN: 427119/ T28 / HIPS Cust: RR8975 JRef: lWa28975008
VARIOUS gA6/9A7,258SE/258MA/258TA,02A,RA01 Qty 1 FROM PFH DrwNo* 102.18.1215.10363
Truss Label: G4G KM / WHK 04/12/2018
T
SO0
V3
7' 14'4" 21'4"
7' 7-4" 7'
6X6 6X6
C T2 D
4X8(B3) 1114A4 --6X6 1114X4 —4X8(B3)
6'110"4
610 "4
Loading Criteria (psf) Wind Criteria
TCLL 20.00 Wind Std: ASCE7-10
TCDL 17.00 Speed: 150 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
EXP: C
Des Ld: 47.00
Mean Height: 15.00 ft
NCBCLL: 0.00 TCDL: 4.2 psf
Soffit: 0.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 C&C Dist a: 3.00 It
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1 :T2 2x6 SP SS:
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "l 313" uses design values
approved 1/30/2013 by ALSC
Loading
1 hip supports 7-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
21-4"
3'1'12 3'9" 12
14'5"l 2
6'10"4
2 14 "
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
I
A Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL W
Pf: NA Ce: NA VERT(LL): 0.094 H 999 360 B 2134 /617 0
Lu NA Cs: NA VERT(TL): 0.365 H 999 240 E 2134 / 617 8.0
Snow Duration: NA HORZ(LL): 0.042 G - - Wind reactions based on MWFRS
HORZ(TL): 0.101 G B Min Brg Width Req = 2.5
Code / Misc Criteria Creep Factor: 2.0 E Min Brg Width Req = 2.5
Bldg Code: FBC 6th.ed 2017Max TC CSI 0.643 Bearings B & E are a rigid surface.
TPI Std: 2014 Max BC CSI: 0.685 Bearings B & E require a seat plate.
Rep Factors Used: No Max Web CSI: 0.265
FT/RT:20(0)/10(0)
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
WAVE VIEW Ver: 17.02.01A.1115.21
B-C 1127 -3930 D - E 1127 -3930
C - D 935 -3524
04/12/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - 1 3427 -964 H-G 3398 -961
1 - H 3398 -961 G - E 3427 -964
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
I - C 696 -74 D-G 696 -74
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING1
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
c cComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly
attached riqid ceilinq. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCS1 sections B3 B7 or 910
as applicable. AppTy v,,Iates to each face of truss and position as shown above and on the Join, Details, unless noted otherwis6. Refer to'
drawings 160A-Z for s andard plate positions. ALPINE
Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the AN COMPANY
truss in conformance with ANSI/TPI 1, or for handlinj shippinV, installation and bracing of trussesA sea] on this drawing or coverspa 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro) essiona engmeerm respo nsibility solely for the design shown. The , PaTbi I ityanduseofthisrawingforanystructureistheresponsibilityoftheOuildingDesignerperANSIrrPI1Sec.2. Suite 150
iFor more information see this job's general notes page and these web sites: ALPINE a pineitwxorn; TPI: -Apinstorg; SBCA: .sbcindustry.corn; ICC: .iccsafe.org
Orlando FL, 32837
Job Number: N333519
VARIOUS 9A6/9A7,258SE/258lvA/258TA,O2A RAO 1
Truss Label: C1G
12
6 [7-
E
6"6
1'10"8, 64"
1,10"8 4'5"8
e 8X12
C
Ply: 1
Qty: 1
9'10"4
3'6"4
4X4
112X4
D T2 E
SEQN: 42720 / T23 / HIPS Cust: RR8975 JRef: lWa289750082
FROM:PFH DrwNo 102.18.1215.12032
KID / WHK 04/12/2018
14'5"8
474
11ZA4 6A-lu --HIU14 1112Y4
2'0"4 4'3"12
2-0--4 64"
164"
3'8"
10,
4 3"12
14'3"12
164"
110"8
8X 12
F
3) T
20'114
ZT4
16'47-
Loading Criteria (psf) Wind Criteria Snow Criteria (pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
TCLL: 20.00 WindStd: ASCE7-10 Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W
TCDL 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL): 0.230 D 837 360 B 2095 /986 /4.0
BCLL: 0.00 Enclosure: Closed Lu, NA Cs: NA VERT(TL): 0.863 D 352 240 G 2106 / 862 /4.0
BCDL: 1000 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.032 C - - Wind reactions based on MWFRS
Des Ld: 47.00
EXP:C
HORZ(TL): 0.076 C B Min Brg Width Req = 2.5
Code / Misc CriteriaNCBCLL: 10.00
Mean Height: 20.91 ft
Creep Factor: 2.0 G Min Brg Width Req = 2.5
Soffit: 0.00
TCDL: 4.2 psf
BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 7Max TC CSI: 0.797 Bearings B & G are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI* 0.919
Members not listed have forces less than 375#
Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0,365
Maximum Top Chord Forces Per Ply (lbs) Loc. from endwall: not in 144.00 FT/RT:20(0)/1 0(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0. 18 Plate Type(s):
VIEWVer 17.02.02A.1213.21 B - C 1506 -3622 E - F 3224 -7916WindDuration: 1.60 WAVE, HS
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N T2 2x4 SP 2400f-2.OE
Bot chord 2x6 SP SS
Webs 2x4 SP #3:W2, W6 2x4 SP 2400f-2.OE-
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 78 plf at -1.00to 78plfat 16.33
BC: From 20 plf at 0.00 to 20 plf at 16 33
TC: 66 lb Conc. Load at 1.91,14.44
TC: 47 lb Conic. Load at 3.94, 5.94, 7.94, 8.40
10.40,12.40
BC: 51 lb Conc. Load at 1.09
BC: 37 lb Conc. Load at 1.91,14.44
BC: 148 lb Conic. Load at 3.09
BC: 33 lb Conic. Load at 3.94, 5.94, 7.94, 8.40
10.40,12.40
BC: 246 lb Conc. Load at 5.09
BC: 347 lb Conic. Load at 7.06, 9.06,11.06,13.06
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
WIND LOAD CASE MODIFIEDI
C 0 A MJ7,,9 W i V A 11-
04/12/2018
C-D 3135 -7698 F - G 1593 -3893
D-E 3135 -7698
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - K 3182 -1311 1 - H 3467 -1411
K - J 3213 -1302 H-G 3423 -1399
i - 1 8001 -3272
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - 1 4616 -1895 1 - F 4588 -1870
D - J 349 -380
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING I
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
c cComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary.
bracing e.r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattachey, d ce l n L ations shown for permanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3 B7 or 910n ' ' as app1j. Ae. A py ,Iaotes to each face oftruss and position as shown above and on the JoinfDetails, unless noted otherwis6. kefer to'
drawings 16OA-Z for s anclard plate positions.
lComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY
Alpine, a division of ITW Buildin ALPINE
truss in conformance with ANSI PI 1, or for handlinj shippin?, installation and bracing of trussesA sea[ on this drawing or coverspa e 2400 Lake Orange Dr.
listing this drawing, indicates acceptance 9f pro) essiona engiyerinly respoinsibility solely for the design shown. The , lability
and use of this rawing for any structure is fhe responsibiliq o the uilding Designer per ANSIITPI 1 Sec.2. Suite 150
For more information see this job's general notes page and these web sites. ALPINE: .alpineitw.corn; TPI: .tpinst.org; SBCA: .sbcindustry.com, ICC -.iccsafe.org Orlando FL, 32837
Job Number: N333519 Ply: 1 SEQN 42721 / T21 / HIPM Cust: RR8975 JRef: lWa289750082
VAR 10 US 9A6/9A7,258S E/2 58MA/258TA 02A RAO 1 Qty: 1 FROM:RDG DrwNo: 102.18.1215.107838
18TrussLabel: H1 G KM / W'HK 04/12/2018
7' 10'107
7' 3107
4X6 112X4
C T2 D
12
6
B
2 A L
F1'1 E
Loading Criteria (psf) Wind Criteria
TCLL 20.00 WindStd: ASCE7-10
TCDL: 17.00 Speed: 150 mph
BCLL: 0 00 Enclosure: Closed
BCDL: 10 00 Risk Category: 11
EXP: C
Des Ld: 47.00 Mean Height: 15.00 ft
NCBCLL: 0.00 TCDL: 4.2 psf
Soffit: 0.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration, 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SID #1 T2 2x4 SP #2 N:
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Lumber value set "l 313" uses design values
approved 1/30/2013 by ALSC
Loading
1 hip supports 7-0-0 jacks with no webs.
Left side jacks have 7-0-0 setback with 0-0-0 cant
and 1 -0-0 overhang. End jacks have 7-0-0 setback
with 0-0-0 cant and 1-0-0 overhang. Right side jacks
have 0-0-0 setback with 0-0-0 cant and 0-0-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
TY1 1
T1"12
7'1"12
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N)
Pf: NA Ce: NA
Lu NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
3'4"13
3'8"l 1
10'107
Defl/CSI Criteria A Maximum Reactions (Ibs)
PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
B 572 /198 /8.0VERT(LL): 0.020 F 999 360
VERT(TL): 0.076 F 999 240 F 995 /224 /11.3
HORZ(LL): 0.012 F E 611 /207 /5.7
HORZ(TL): 0.030 F Wind reactions based on MWFRS
Creep Factor 2.0 B Min Brg Width Req = 1.5
Max TC CSI 0.805 F Min Big Width Req = 1.5
Max BC CSI: 0.681 E Min Brg Width Req = 1.5
Max Web CS 1: 0. 181
Bearings B, F, & E are a rigid surface.
Bearings B & F require a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
VIEWVer: 17.02.01A.1115.21
B - C 179 -449
04/12/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme (.are in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattachedriqidceilinp. Locations shown forpermanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3 B7 or 910,
as applicable. Apply ,.Iates to each face or truss and position as shown above and on the JoinfDetails, unless noted otherwis. Refer to
drawings 16OA-Z for s andard plate positions.
rhComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN FPN COMPANY
Alpine, a division of ITW Buildi ALPINE
truss in conformance with ANSI PI 1, or for handli4 shippin?, installation and bracing of trussesA seal on this drawing or coverspa e 2400 Lake Orange Dr.
listing this drawing, indicates acceptance qf pro) essiona engirf ennd respo nsibility solely for the de n.shown. The ' Pability
and use of this rawing for any structure is t e responsi Sig c 2. bility o the uilding Designer per ANSIITPI 1 Se Suite 150
For more information see this job's general notes page and these web sites: ALPINE: www.alipineitmcorn; TPI: www.tipinst org; SECA: wwv.sbcindustry.corn; IM www.icOsafe.crg Orlando FL, 32837
Job lklumber: N333519 ply:: 1 SEQN:42722/ T53 /VAL Cust: R R8975 JRef: lWa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA 02A,RAO 1 Qty 1 FROM PFH DrwNo: 102.18.1215.10988
Truss Label: V3 KM / WHK 04/12/2018
11 T8 6' 101 "8 12' I , i I - 11 T8 1
4-1 "8 41 "8 1110,18
12
6 [7' - 4X4
4X4 1112X4 --4X4(Dl)
B C F)
T
11"4
1
6'
6'
Loading Criteria psf) Wind Criteria Snow Criteria (Pg,Pf in PSF)
TCLL: 20.00 WindStd: ASCE7-10 Pg: NA Ct: NA CAT: N
TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA
BCDL: 1000 Risk Category: 11 Snow Duration: NA
EXID C
Des Ld: 47.00 Mean Height: 22.39 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Code I Misc Criteria
Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201
Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014
Spacing: 24.0 C&C Dist ai 3.00 ft Rep Factors Used: Yes
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0)
GCpi: 0. 18 Plate Type(s):
Wind Duration: 1.60 WAVE
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Lumber value set '1 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Valley truss connection to truss below shall be
designed and furnished by others .
12'
Defl/CSI Criteria A Maximum Reactions (lbs), or *=PLF
PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh IRL /W
VERT(LL): 0.001 H 999 360 1* 98 /31 /54 /- /2 /144
VERT(TL): 0.003 H 999 240 Wind reactions based on MWFRS
HORZ(LL): -0.000 F - - I Min Brg Width Req = -
HORZ(TL): 0.001 F Bearing A is a rigid surface.
Creep Factor: 2.0
Max TC CSI: 0.337 Members not listed have forces less than 375#
MaxBCCSI: 0.117 Maximum Web Forces Per Ply (Ibs)
Max Web CSI: 0.074 Webs Tens.Comp.
C-G 248 -400
VIEW Ver: 17.02.01A.1115 211
04/12/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattachTdcelLationsshownforRelpermanentlateralrestraintofwebsshallhavebracinqinslalledperBCSIsectionsB3B7or10
a pl, UK. A'IpY ,.laotces to each face of truss and position as shown above and on the Joint -Details, unless noted otherwis. kefer to' s ap b 'Ah.,
drawings 160A-Z for s andard plate positions. ALPINE
Alpine, a division of ITW BuildinhComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY
truss in conformance with ANSI PI 1, or for handlinj shippy installation and bracing of trussesA seal on this drawing or coverspa e 2400 Lake Orange Dr. uuplistingthisdrawing, indicates acceptance 9f ) essiona engineerinq responsibility solely for the de n.shown. The abilityanduseofthisrawingforanystructureisAreoresponsibilitVoftheBuildingDesignerperANSI/TPI llgec 2. Suite 150
For mo re in form ati o n see th i s jo Us genera I n otes pa g e and th ese web si tes: A L P I N E: . a I p i n ei tw. c om, T P 1: , tpi nM. org; S BCA: . s bd n d ustry. co rn ; I C C i ccsafe . org
Orlando FL, 32837
Job I\Iumber: N333519 ply:: 1 SEQN: 42723 1 T44 / VAL Cust R R8975 JRef: 1 Wa289750012
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RAOI Qty 1 FROM*PFH DrwNo: 102.18.1215.10145
Truss Label: V2 KM / WHK 04/12/2018
11 T8 61 8'
11 T8 4'Y 110"8
12
7' —
4XIS 4XIS
4X4(Dl)
B C --4X4(Di)
A D
L LUI L-1
G
F E
1112X4 III 2X4
51
81
i 1
8'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in ESE) Defl/CSI Criteria
TCLIL 20.00 Wind Std: ASCE7-10 Pg: NA Ct: NA CAT NA PP Deflection in loc L/defl L/#
TCDL: 17.00 Spee& 150 mph Pf NA Ce: NA VERT(LL): 0,001 F 999 360
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.003 F 999 240
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.000 E - -
Des Ld: 47.00
EXP: C
HORZ(TL): 0.001 E
Code / Misc CriteriaNCBCLL: 10.00
Mean Height: 23.39 ft
TCDL: 4.2 psf Creep Factor: 2.0
Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.463
Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 MaxBCCSI: 0.117
Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.058
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0)
GCpi: 0.18 Plate Type(s):
VIEWVer: 17.02.01A.1115.21WindDuration: 1.60 WAVE
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SID #3
Lumber value set '1 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Valley truss connection to truss below shall be
designed and furnished by others .
04/12/2018
A Maximum Reactions (lbs), or *=PLF
Loc R / U /Rw /Rh /RL /W
G* 97 /26 /53 /- /2 /96.0
Wind reactions based on MWFRS
G Min Brg Width Req = -
Bearing A is a rigid surface.
Members not listed have forces less than 375#
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handi% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary.
bracing er BCSIL Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattach,eT d 1 n L ations shown for E10
pl '
in " I py 28 permanent lateral restraint of webs shall have bracinq Installed per BCSI sections B3 B7 or
as ap K. cA ,,Ia s to each face of truss and position as shown above and on the Joint"Details, unless noted otherwis6. Nefer to'
drawings 160A-Z fbr s andard plate positions. ALPINE
Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,ary failure to build the AN MPANY
truss in conformance with ANSI/`TPI 1, or for handli4 shippin?, installation and bracing of trussesA seal on this drawing or coverspa elistingthisdrawing, indicates acceptance qf ) essiona engineerinq responsibility solely for the de n.shown. The , Pability 2400 Lake Orange Dr.
and use of this rawing for any structure is Areoresponsibiliq of the Building Designer per ANSI1TP1 110ec 2. 1
Suite 150
For more information see thisjob's general notes page and theseweb sites ALPINE: .alpineitwcom, TEL Apinst.org; SECA: .slocmdustry.com; ICC: Jccsafe.orq Orlando FL, 32837
Job Number: N333519 ply:: I SEQN* 42724 / T56 / VAL Cust R R8975 JRef: 1 VVa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RAOI Qty 1 FROM:PFH DrwNo: 102.18.1215.10925
Truss Label: V1 KM / WHK 04/12/2018
Loading Criteria (psf)
TCLL 20.00
TCDL 17.00
BCLL 0.00
BCDL: 10.00
Des Ld: 47.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 24.39 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0. 18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Valley truss connection to truss below shall be
designed and furnished by others .
11 T8 4-
1'10"8 2'1 "8
12
12
6 [-
5.62
4X4 --4X4(Dl)
4X4(Dl) B
A C
D
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N)
Pf NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
4'
4-
4-
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.005 999 360
VERT(TL): 0.017 999 240
HORZ(LL): -0.002 - -
HORZ(TL): 0.004
Creep Factor: 2.0
Max TC CSI: 0.097
MaxBCCSI: 0.141
Max Web CSI: 0.000
VIEW Ver: 1T02.01A.1115.21
4
4
COA
04/12/2018
A Maximum Reactions (lbs), or *=PLF
Loc R / U /Rw /Rh /RL /W
D* 97 / 11 /50 /- /5 /48.0
Wind reactions based on MWFRS
D Min Brg Width Reg = -
Bearing A is a rigid surface.
Members not listed have forces less than 375#
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building0eComponentSafetyInformation, by TPI and SBCA) or sa ely practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless rioted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedrigidceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3 B7 or 910,
as applicable. Apply ,Iates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwis6. Refer to
drawings 160A-Z for s andard plate positions. ALPINE
Alpine, a division of ITW Bujldin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the FrNCO.P NY
truss in conformance with ANSI/TPI 1, or for handlinj shippiy installation and bracing of trussesA seal on this drawing or cover pagelistingthisdrawing, indicates acceptance of essiona engineering responsibility solely for the des ign.shown. The suitability 2400 Lake Orange Dr.
TPI 1 c 2. and use of this drawing for any structure is A. responsibility of the Building Designer per ANSI/ Suite 150
For more information see this job's general notes page and these web sites: ALPINE. www.alpineit-corn; TPli wwwApinst.org; SECA: www.sbondustry.corn; IM www.iccsafe.org Orlando FL, 32837
Job'Number: N333519 ply:: 1 SEQN 42725/ T12 /VAL Cust R R8975 JRef* 1 VVa289750082
VARIOUS 9A6/9A7 258SE/258MA/258TA 02A RAO 1 Qty 2 FROM:PFH DrwNo 102.18.1215.11299
Truss Label: MV2 KM / WHK 04/12/2018
Loading Criteria (pso Wind Criteria
TCLL 20.00 Wind Std: ASCE7-10
TCDL* 17.00 Speed: 150 mph
BCLL- 0.00 Enclosure: Closed
BCDL 10.00 Risk Category: 11
EXP: C
Des Ld: 47.00 Mean Height: 22.56 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit 0.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0. 18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 IN
Bot chord 2x4 SP #2 IN
Webs 2x4 SP #3
Lumber value set '1 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Valley truss connection to truss below shall be
designed and furnished by others .
T13"l 2 4'
3'6"l 2 5-4
1112X4 C
19 Q
i - 4'
3'6"12
T6"12
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT N)
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
DF
E
1113X6
4'
Defl/CSI Criteria
PIP Deflection in loc L/defl L/#
VERT(LL): INA
VERT(TL): NA
HORZ(LL): 0.004 E
HORZ(TL): 0.009 E
Creep Factor: 2.0
MaxTCCSI: 0.198
MaxBCCSI: 0.164
Max Web CSI: 0.083
VIEWVer: 17.02.01A.1115.21
04/12/2018
A Maximum Reactions (lbs), or *=PLF
Loc R / U /Rw /Rh /RL /W
F* 97 /33 /67 /- /21 /48.0
Wind reactions based on MWFRS
F Min Brg Width Req = -
Bearing A is a rigid surface.
Members not listed have forces less than 375#
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCS] (BuildingComponentSafetyInformation, by TPI and SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly - ldgnh
attached rijid ceiliny. Locations shown forpermanent lateral restraint ofwebs shall have bracinq insialled per BCSI sections B3 B7 or 910Referto' as applicab e. App y ,.Iates to each face oftruss and position as shown above and on the JoinfDetails, unless noted otherwis6.
drawings 160A-Z for s andard plate positions. ALPINE
Alpine, a division of ITW BuildimL Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY
truss in conformance with ANSIrTP1 1, or for handlinT shippin?, installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr.
listing this drawin indicates acceptance of messiona engineerinq responsibility solely for the de nshown. The s uifbbility Suite 150anduseofthisgrawingforanystructureisPhreoresponsibilityoftheBuildingDesignerperANSI/TPI lsSigec . 2.
IFor more information see this job's general notes page and these web sites: ALPINE: alpineitw.com; TR: Apinstorg; SBCA: .sbcindustry.corn; ICC. Jccsafe org Orlando FL, 32837
Job humber: N333519 ply:: 1 SEQN*42726/ T11 /VAL Cust R R8975 JRef: lWa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A RAO 1 Qty 2 FROM:PFH DrwNo: 102.18.1215.10971
Truss Label: MV1 KM / WHK 04/12/2018
Loading Criteria (pso
TCLL: 20.00
TCDL 17.00
BCLL 0.00
BCDL: 10.00
Des Ld. 47-00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Wind Criteria
Wind Std: ASCE7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: 11
EXP C
Mean Height: 23.06 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "11 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Valley truss connection to truss below shall be
designed and furnished by others .
12
6
i 21
21
21
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf* NA Ce- NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.007 B 999 360
VERT(TL): 0.027 B 999 240
HORZ(LL)i 0.003 B - -
HORZ(TL): 0.007 B
Creep Factor: 2.0
MaxTCCSI: 0.057
MaxBCCSI: 0.132
Max Web CSI: 0.000
VIEW Ver'17.02.01A.1115.21
ffH.
6 Cz7
COA At
04/12/2018
A Maximum Reactions (lbs), or *=PLF
Loc R / U /Rw /Rh /RL /W
D* 97 /16 /60 /- /12 /24.0
Wind reactions based on MWFRS
D Min Big Width Req = -
Bearing A is a rigid surface.
Members not listed have forces less than 375#
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCS1 (Buildingc6ComponentSafetyInformation, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary.
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedrigidceiling. Locations shown forpermanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3 B7 or 910,
as applicable. AppTy Oates to each face oftruss and position as shown above and on the JoinfDetails, unless noted otherwise, Refer to
drawings 160A-Z for s andand plate positions. ALPINE
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the MN1 MNY
truss in conformance with ANSIrTPI 1, or for handlinj shippin?, installation and bracing of trussesA seal on this drawing or coverspa e 2400 Lake Orange Dr. -
listing this drawing, indicates acceptance of pro) essiona engineerin responsibility solely for the design shown. The , labilityanduseofthisrawingforanystructureistheresponsibiliWoftheguildingDesignerperANSI1TP1ISec.2. Suite 150
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: wwwApinst.org; Sack www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837
Job'Number: N333519 Ply: 1 SEQN 42727 / T24 / HIP Cust: RR8975 JRef: lWa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty: 3 FROM-HMT DrwNo: 102.18.1215.10036
Truss Label: HJ7 KM / WHK 04/12/2018
Loading Criteria (psf)
TCLL 20.00
TCDL 17.00
BCLL: 0.00
BCDL: 10 00
Des Ld: 47.00
NCBCLL: 0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
4'3
1-5"
Wind Criteria
Wind Std: ASCE7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0. 18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 IN
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set 1 3B" uses design values
approved 1/30/2013 by ALSC
Loading
Hipjack supports 6-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Provide (3) 0.131 'x3.0", min toe -nails at top chord.
Provide (3) 0.131 'x3.0", min toe -nails at bottom chord.
5'2"5 9110,11
5'2"5 4711
9'5"7
9'57
Snow Criteria (Pg.Pf in PSF)
Pg: NA Ct: INA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.017 C 999 360
VERT(TL): 0.067 C 999 240
HORZ(LL): 0.006 F - -
HORZ(TL): 0.014 F
Creep Factor: 2.0
Max TC CSI: 0.901
Max BC CSI: 0.623
Max Web CSI: 0.420
VIEWVer: 17.02.01A.1115.21
o.7,08
S 0
00
C0A';%,4MNA
04/12/2018
ED]
ino
0
Yll
A Maximum Reactions (Ibs)
Loc R / U /Rw /Rh /RL /W
B 425 125 - / - /10.6
E 443 56 1 /0 /1.5
D 305 /156 /- /- /1.5
Wind reactions based on MWIFIRS
B Min Brg Width Reg = 1,5
E Min Brg Width Reg = -
D Min Brg Width Reg = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - C 341 -817
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - F 769 -308
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comr).
C - F 333 -831
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracingTer PCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattacherigidceiling. Locations shown for _permanent lateral restraint of webs shall have bracing inslalled per BCS1 sections B3 B7 or 910
as appirable. AppTy v,.Iates to each face oftruss and position as shown above and on the JoinrDetails, unless noted otherwis6. Refer to'
drawings 160A-Z for s andard plate positions. ALPINE
Alpine, a division of ITW Buildin;+Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the M CCMMNYtrussinconformancewithANSIPI1, or for handlia, shippin?, installation and bracing of trussesA seal on this drawing or coverspa e 2400 Lake Orange Dr.
listing this drawing, indicates acceptance of pro essiona engineerin responsibility solely for the design shown. The abilityanduseofthisrawingforanystructureistheresponsibilityoftheduildingDesignerperANSIITPI1Sec.2. Suite 150
IFor more information see this job's general notes page and these web sites: ALPINE: .alpineitw.com;TP[: .tpinst.org;SBCA: .sbcindustry.com;ICC Jccsafe.org Orlando FL, 32837
JoAumber: N333519 Ply: 1 SEQN: 42728/ T30 / HIP Cust: RR8975 JRef: iWa219150082
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty: 4 FROM:HMT DrwNo: 102.18.1215.11052
Truss Label: HJ7A KM / WHK 04/12/2018
5'2"3 9,10111
5'2"3 4714
D
12
4.24 3X6
C
B
A
P q F F
1'5'-
Loading Criteria (psf) Wind Criteria
TCLL 20.00 Wind Std: ASCE7-10
TCDL: 17.00 Speed: 150 mph
BCLL: 0.00 Enclosure: Closed
BCDL* 10.00 Risk Category: 11
EXP: C
Des Ld: 47.00 Mean Height: 22.18 It
NCBCLL 0.00 TCDL: 4.2 psf
Soffit: 0.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0. 18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SID #1
Webs 2x4 SP #3
Lumber value set "l 313" uses design values
approved 1/30/2013 by ALSC
Loading
Hipjack supports 6-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Provide (3) 0.131 "x3.0", min toe -nails at top chord.
Provide (3) 0.131"x3.0", min toe -nails at bottom chord.
9'5" 10
9'5" 10
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): -0.023 C 999 360
VERT(TL): 0.061 C 999 240
HORZ(LL): -0.010 E - -
HORZ(TL): 0.012 E
Creep Factor: 2.0
Max TC CSI: 0.809
Max BC CSI: 0.621
Max Web CSI: 0,392
VIEW Ver: 17.02. 01 A. 1115.21
A4,
COA 4 NA
04/12/2018
litim
A Maximum Reactions (Ibs)
Loc R / U /Rw /Rh /RL /W
B 423 181 / /4.9
E 439 101 / /1.5
D 312 209 / /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
E Min Brg Width Req = -
D Min Brg Width Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - C 441 -743
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - F 688 -398
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C - F 437 -755
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattachedriqidceilinq. Locations shown forpermanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3 B7 or 910
as applicable. AppTy ,lates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwisd. Refer to'
drawings 160A-Z for s andard plate positions. ALPINE
Alpine, a division of ITW Buildin,$Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the AN
truss in conformance with ANSI PI 1, or for handl% shippinp, installation and bracing of trussesA seal on this drawing or coverspa elistingthisdrawing, indicates acceptance of pro) essiona engineerin responsibility solely for the design shown. The , Pability, 2400 Lake Orange Dr.
and use of this rawing for any structure is fhe responsibility of the duilding Designer per ANSIITPI I Sec.2. Suite 150
For more information see this job's general notes page and these eb sites ALPINE: .alpineitwxom; TPI: tpinst.org; SBCA: .sbcindustryxom; ICC: Jccsafe.org Orlando FL, 32837
Job Number: N333519 Ply: 1 SEQN: 42729/ T20 / HIP Cust: RR8975 JRef: lWa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA 02A RAO 1 Q FROM:HvIT DrwNo: 102.18.1215.10051
Truss Label: HJ7S KIM / VVHK 04/12/2018
T
3X4(Bl)
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 WindStd: ASCE7-10
TCDL: 17.00 Speed: 150 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 1000 Risk Category: 11
EXP: C
Des Ld: 47.00
Mean Height: 22.43 ft
NCBCLL: 0.00
TCDL: 4.2 psf
Soffit: 0.00 BCDL: 5.0 psf
Load Duration: 1.25 MWIFIRS Parallel Dist: 0 to h/2
Spacing: 24.0 C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0. 18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 IN
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "l 3B" uses design values
approved 1/30/2013 by ALSC
Loading
Hipjack supports 6-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWIFIRS.
Additional Notes
Provide (3) 0.1 31"x3.0", min toe -nails at top chord.
Provide (3) 0.131 "x3.0", min toe -nails at bottom chord.
5'2"3
i
9110,11
5'2"3 47'14
C
9'5" 10 4"6
9'5" 10 t
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
Pg NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W
A 382 / 160 /4.9Pf* NA Ce: NA VERT(LL): -0.023 B 999 360
Lu: NA Cs: NA VERT(TL): 0.059 B 999 240 D 443 /105 /1.5
Snow Duration: NA HORZ(LL): -0.010 D - - C 311 /211 /1.5
HORZ(TL): 0,012 D Wind reactions based on MWIFIRS
Code / Misc Criteria Creep Factor: 2.0 A Min Brg Width Reg = 1.5
Bldg Code: FBC 6th.ed 201- Max TC CSI: 0 . 803 D Min Brg Width Reg = -
TPI Std: 2014 Max BC CSI: 0.627 C Min Brg Width Reg = -
Rep Factors Used: No Max Web CSI: 0.397 Bearing A is a rigid surface.
FT/RT:20(0)/10(0) Members not listed have forces less than 375#
Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
WAVE VIEWVer 17.02.01A.1115.21 Chords Tens.Comp.
A-B 449 -749
04/12/2018
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A-E 696 -406
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
B - E 446 -763
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
gd ceil,,n Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3,. B7 or B1 0, Ppy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise Refer to
q, a division of ITW Buildin,$Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
in conformance with ANSI PI 1, or for handlinj shipping, instpllatiqn and bracing of trussesA sea[ on this drawing or cover papegthisdrawinqindicatesacceptanceofpro) essionar engineerm responsibility solely for the design shown. The sui abilityuseofthisdrawingforanystructureistheresponsibilityoftheguildingDesignerperANSIITPI1Sec.2.
re information see this job's general notes page and these eb sites: ALPINE: .alpineitw.con, TPI. w.tpinst.org, SBCA: .slbcindustryxorn; ICC: .iccsafe.
AA41 '.
ALPINE
1
r" COMPANY
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job'Number: N333519 ply:: 1 SEQN 42730/ T48 / HIP Cust: RR8975 JRef: lWa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 City 2 FROM:RDG DrwNo: 102,18.1215.10191
Truss Label: HJ2 KM / WHK 04/12/2018
Loading Criteria (psf)
TCLL* 20.00
TCDL: 17.00
BCLL- 0.00
BCDL: 10 00
Des Ld: 47.00
NCBCLL 0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
T
6"13
12
4.24 F_----
VY
Wind Criteria
WindStd: ASCE7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 20.90 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWIFIRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0. 18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/11/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "1313" uses design values
approved 1130/2013 by ALSC
Loading
Hipjack supports 1-10-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Provide (2) 0.131 'x3.0", min. toe -nails at top chord.
Provide (2) 0.1311"x3.0", min. toe -nails at bottom chord.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N)
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
27111
27 " 1
1
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0.000 D
HORZ(TL): 0.001 D
Creep Factor: 2.0
MaxTCCSI: 0.136
Max BC CSI: 0.031
Max Web CSI: 0.000
VIEWVer: 17.02.01A.1115.21
04/12/2018
T T
Q0
00
A Maximum Reactions (Ibs)
Loc R / U /Rw /Rh /RL /W
B 102 51 / - / - / - /4.9
D 4 - /7 /1.5
C 18 /12 /- /1.5
Wind reactions based on MWIFIRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating handlin, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI andl SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary.
bracingyer OCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathinci and bottom chord shall have a pro erly A&Iattacherigidceiliny. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3 B7 or 9103Details, unless noted otherwis. Refer to' as applicab e. App y Oates to each face of truss and position as shown above and on the Jointdrawings160A-Z for s andard plate positions.
Alpine, a division of ITW Buildin ALPINEComponentsGroupInc. shall not be responsible for any deviation from this drawing,apy failure to build the AN COMPANYtrussinconformancewithANSIPI1, or for handlinT shippy installation and bracing of trussesA seal on this drawing or cove e
2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro) essiona engineerin respo,nsibility solely for the de n.shown. The rsTiVabilityanduseofthisrawingforanystructureistheresponsibilityoftheNuildingDesignerperANSI1TP11119. 2. Suite 150
IFor more information see this job's general notes page and these web sites ALPINE: .alpineitw.corn; TPI: Apinst.org; SBCA: —.sbandustry.corn; ICC: —.iccsafe.org Orlando FL, 32837
Job'Number: N333519 Ply: 1 SEQN: 42731 / T22 / EJAC Cust: R R8975 JRef: lWa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty: 7 FROM:RDG DrwNo: 102.18.1215.11082
Truss Label: EJ7 KM / WHK 04/12/2018
12
6
LO
3
A,
7'
7'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
TCLL: 20.00 WindStd: ASCE7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R U /Rh /RL W
TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA
Rw
B 436 94 /349 /152 8.0
BCLL: 0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL): NA D 136 /13 /106 1.5
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.017 D C 237 /113 /153 1.5
Des Ld 47.00
EXP: C HORZ(TL): 0.040 D Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 15.00 ft
TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Reg = 1.5
Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201- Max TC CSI 0.956 D Min Brg Width Reg = -
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid 2014 Max BC CSI: 0.602 C Min Brg Width Reg = -
Bearing B is a rigid surface.
Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000
Bearing B requires a seat plate.
Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0)
GCpi 0.18 Plate Type(s): Members not listed have forces less than 375#
Wind Duration 1.60 WAVE VI EW Ver: 17.02. 01 A. 1115.21
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set '1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (3) 0.131 'x3.0", min. toe -nails at top chord.
Provide (2) 0.131 'x3.0", min. toe -nails at bottom chord.
04/12/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedriiidceilin,?,. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910 AN
as applicab e. App y Oates to each face oftruss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to'
drawings 160A-Z for s andard plate positions.
Alpine, a division of ITW Buildin)TComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
ALPINE
truss in conformance with ANSI PI 1, or for handlin)l shippin?, installation and bracing of trussesA seal on this drawing or coversp@i eplistingthisdrawing, indicates acceptance of 0 essiona engineerin_q responsibility solely for the cle n shown. The ability 2400 Lake Orange Dr.
and use of this rawing for any structure is Are responsibility of the Building Designer per ANSI/TPI 11191c. 2. Suite 150
For more information see this job's general notes page and these web sites ALPINE: .alpineitwxom; TPI: Apinstcrg, SBCA. .sbcindustryxoml ICC: Jccsafe.org Orlando FL, 32837
Job'Number: N333519 Ply: I SEQN: 42761 / T40 / EJAC Cust R R8975 JRef: 1 VVa28975008
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RAOI Qty: 11 FROM RDG DrwNo: 102.18.1215.10441
Truss Label: FzJ7A KM / VVHK 04/12/2018
o
C)
F
6"6
L
7'
7'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE7-10 Fig: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W
TCDL: 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL): NA B 432 138 / 344 /200 /4.0
BCLL: 0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL): NA D 136 /14 /104 /1.5
BCDL: 1000 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.014 C C 250 /170 /150 /1.5
Des Ld: 47 00
EXP C
HORZ(TL): 0.028 D Wind reactions based on MWFRS
Code / Misc CriteriaNCBCLL10.00
Mean Height: 22.19 ft
TCDL: 4.2 psf Creep Factor: 2.0 B Min Brg Width Req = 1.5
Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.750 D Min Brg Width Req = -
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.596 C Min Brg Width Req = -
Bearing B is a rigid surface. Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000
Loc. from endwall- not in 4.50 ft FT/RT:20(0)/10(0)
Members not listed have forces less than 375#
GCpi: 0.18 Plate Type(s):
VI EW Ver: 17.02. 0 1 A. 1115.21WindDuration: 1.60 WAVE
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #2 IN
Lumber value set "l 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWIFIRS with additional C&C
member design.
Additional Notes
Provide (3) 0.131 'x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
04/12/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatinq, lhandlin, shipping, installing and bracing, Refer to and follow the latest edition of BCSI (Building
c eComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly
attache.Triiid ceiliny. Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3 B7 or 910asapplicabe. App y Oates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwis6. Refer to'
drawings 160A-Z fbr s andand plate positions.
Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the ALPINE
truss in conformance with ANSIfTPI 1, or for handlinj shippin?, installation and bracing of trussesA seal on this drawing or cover 1p e
AN FFWCOMPANY
s.,p 2400 Lake Orange Dr. listing this drawing, indicates acceptance 9f pro) essiona engineerm respo,nsibility solely for the design shown. The bilityanduseofthisrawingforanystructureistheresponsibilityoftheguildingDesignerperANSI/TPI 1 Sec.2. Suite 150
For more information see this job's general notes page and these web sites ALPINE: .alpineitw.com; TPI: Apinst.org; SBCA: - sbcindustry.corm, ICC. -Jccsafe.org Orlando FL, 32837
Job'Number: N333519 ply:: 1 SEQN: 42733 / T68 / EJAC Cust: RR8975 JRef: lWa289751111
VARIOUS 9A6/9A7,258SE/258MA/258TA 02A RAO 1 Qty 5 FROM:RDG DrwNo: 102.18.1215.10066
Truss Label: FzJ7S KM / WHK 04/1212018
Loading Criteria (psf)
TCLL: 20.00
TCDL 17.00
BCLL 0.00
BCDL: 1000
Des Ld: 47.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0"
4X4(Bl)
Wind Criteria
Wind Std: ASCE7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 22.44 It
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #2 N
Lumber value set "11313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (3) 0.131 "x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: W
Pf NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
7'
7'
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL):-0.015 B
HORZ(TL): 0.030 C
Creep Factor: 2.0
Max TC CSI: 0.777
Max BC CSI: 0.606
Max Web CSI: 0.000
VIEWVer: 17.02.01A.1115.21
04/12/2018
A Maximum Reactions (Ibs)
Loc R / U /Rw /Rh /RL /W
A 347 / 93 /255 /176 /-
C 137 /16 /107 /1.5
B 254 / 174 /154 /1.5
Wind reactions based on MWFRS
A Min Brg Width Reg =
C Min Brg Width Reg =
B Min Brg Width Reg =
Members not listed have forces less than 375#
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
c cComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracingyqr,BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattacherigidceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3 B7 or 9
le. AppTy plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwis6. kefe toasapplicab
drawings 160A_Z fbr standard plate positions.
r
ALPINE
Alpine, a division of ITW Buildin,$Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetrussinconformancewithANSIPI1, or for handlinj shipping, installation and bracing of trussesA sea[ on this drawing or cover pap, tyElistingthisdrawing, indicates acceptance of pro) essionar engineerin responsibility solely for the design shown. The sui abil 2400 Lake Orange Dr.
and use of this rawing for any structure is the responsibility of the Ouilding Designer per ANSIITPI 1 Sec.2. Suite 150
IFor more information see this job's general notes page and these web sites: ALPINE: .alpineiwcom; TPI: Apinst.org; SBCA: .sbcindustry.com; ICC -kcsafe.org Orlando FL, 32837
Job'Number: N333519 Ply: 1 SEQN: 42734/ T54 / EJAC Cust: RR8975 JRef lWa2l97501182]
VARIOUS 9A6/9A7,258SE/258MA/258TA 02A RAO 1 Qty: 5 FROM:RDG DrwNo: 102.18,1215.10739
Truss Label: EJ2 SN / DF 04/12/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL: 17.00
BCLL: 0.00
BCDL: 1000
Des Ld: 47.00
NCBCLL* 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
T
6"6
4—
Wind Criteria
WindStd: ASCE7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 20.91 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall- Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/11/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord,
12 C
4X4(Bl)
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N
Pf* NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
1'10"8
1'10"8
1
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0.000 C
HORZ(TL): 0.000 C
Creep Factor: 2.0
MaxTCCSI- 0.183
Max BC CSI: 0.031
Max Web CSI: 0 000
VIEW Ver: 17.02.01A.1115.21
04/12/2018
A Maximum Reactions (Ibs)
Loc R / U /Rw /Rh /RL /W
B 200 / 71 /178 /68 /4.0
D 33 /3 /27 1- /1.5
C 47 /36 /20 /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Reg = 1.5
D Min Brg Width Reg = -
C Min Brg Width Reg = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Truss,es require extreme care in fabricating, handlin, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingCom
I
onent Safety Information, by TPI and SBCA) or sa Ely practices prior to performing these functions. Installers shall provide temporary
braci g per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly
attac ie'd rigid ceiling. Locations shown forpermanent lateral restraint ofwebs shall have bracinp inslalled per BCSI sections B3, B7 of Ri 0, as al plicaffle. AppTy Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Re er to
draw ngs 160A-Z fbr s andand plate positions.
Alpine, a division of ITW BuildirAComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
ALPINE
truss in conformance with ANSI PI 1, or for handlinj shippiy installation and bracing of trussesA seal on this drawing or cover pa e
M COWAW
listing this drawing, indicates acceptance of pro) essiona engineerind responsibility solely for the design shown. The s ' Pability 2400 Lake Orange Dr.
and use of this rawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 150
iFor more information see this job's general notes page and these web sites ALPINE: .alpineitw conn; TPI: Apinst.org; SBCA: .sbcindustry conn; ICC: Jccsafe.org Orlando FL, 32837
JoI3 Number: N333519 ply:: 1 SEON 42735 / T6 / JACK Cust: RR8975 JlRef: lWa289750082
VARIOUS 9A6/9A7,258SE/258MAJ258TA 02A,RAO 1 Qty 6 FROM*HMT DrwNo: 102.18.1215.10409
Truss Label: CJ15 KM / WHK 04/12/2018
3
2X4(Al)
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE7-10
TCDL* 17.00 Speed: 150 mph
BCLL: 0.00 Enclosure: Closed
BCDL* 10.00 Risk Category: 11
EXP: C
Des Lid: 47.00 Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit 0.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set '1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWIFIRS with additional C&C
member design.
Additional Notes
Provide (2) 0.131 'x3.0", min. toe -nails at top chord.
Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N)
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Ell
X
9)
4'11 "4
4'11 "4
JDefl/CSI Criteria A Maximum Reactions (Ibs)
PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W
VERT(LL): NA
VERT(TL): NA
HORZ(LL): 0.005 D
HORZ(TL): 0.013 D
Creep Factor: 2.0
Max TC CSI: 0.422
Max BC CSI: 0.287
Max Web CSI: 0.000
04/12/2018
VI EW Ver: 17.02. 01 A. 1115.21
in
B 338 / 76 /277 /- /112 /8.0
D 94 /8 /71 1- /1.5
C 163 / 78 /103 /- / 1 5
Wind reactions based on MWFRS
B Min Brg Width Reg = 1.5
D Min Brg Width Reg = -
C Min Brg Width Reg = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Members not listed have forces less than 375#
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatinq, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions. I ristallers shall provide temporary.
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedrigidceilinq. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 83 B7 or 910
as applicable. AppTy Oates to each face oftruss and position as shown above and on the JoinfDetails, unless noted otherwis6. Refer to'
drawings 160A-Z for s andard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
ALPINE
truss in conformance with ANSI/TPI 1, or for handlinj shippin?, installation and bracing of trussesA seal on this drawing or coverpa
AN
listing this drawing, indicates acceptance of ) essiona engineerin-q responsibility solely for the de n shown. The ., PaTbility 2400 Lake Orange Dr. 0
Suite 150anduseofthisrawingforanystructureisAreresponsibilityoftheBuildingDesignerperANSIfTPI11"ec 2.
IFor more information see this job's general notes page and these eb sites. ALPINE. .alpineitwxonn; TPIL Apinst.org; SBCA: - sbcindustry.corn; fCC: .iccsafeorg
Orlando FL, 32837
Jot Number: N333519 ply:: 1 SEQN: 42736 / T31 / JACK Cust RR8975 JlRef: lWa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty 7 FROM:RDG DrwNo: 102,18.1215.12031
Truss Label: CJ15A KID / WHK 04/12/2018
Loading Criteria (psf)
TCLL* 20.00
TCDL: 17.00
BCLL- 0.00
BCDL* 10 00
Des Ld: 47.00
NCBCLL* 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
T
6"6
L
Wind Criteria
WindStd: ASCE7-10
Speed: 150 mph
Enclosure: Closed
Risk Category 11
EXP: C
Mean Height: 21.66 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SIP #2 N
Lumber value set "l 313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0". min. toe -nails at bottom chord.
4'10"8
4'10"8
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf: NA Ce NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
C
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(L[_) NA
VERT(TL): NA
HORZ(LL): -0.006 C
HORZ(TL): 0.010 D
Creep Factor: 2.0
Max TC CSI: 0.461
Max BC CSI: 0.290
Max Web CSI: 0.000
VIEW Ver: 17.02.02A. 1213.21
S4
ol'-
IN% P
Cox"ZiONAL
22'10"
20'11 " 14
A Maximum Reactions (lbs)
Loc R / U /Rw /Rh /RL /W
B 331 /107 /270 /144 /3.3
D 95 /9 /72 /1.5
C 169 / 114 /100 /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
04/12/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary.
r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properl
5 ceiin Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3, B7 or B1 oye P py plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise efer to
a division of ITW Buildin,$Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
conformance with ANSI PI 1, or for handlinj shippinp, installation and bracing of trussesA seal on this drawing or cover.pa ethisdrawinindicatesacceptanceofpro) essiona engineerino respo,nsibility solely for the de n.shown. The , Ability5eofthisgrawingforanystructureistheresponsibilityoftheuildingDesignerperANSlfTPlllgec2.
information see this job's general notes pag and these web sites: ALPINE: .alpineitwxonn; TPI: Apinst.org; SBCA: -sbondustry,com; ICC: Jccsaf
7 'p-
2400 Lake Orange Dr.
co
Suite 150
Orlando FL, 32837
JoeNumber: N333519 ply:: I SEQN: 42737/ T47 /JACK Cust: RR8975 JRef: lWa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA 02A RAO 1 Oty 1 FROM:RDG DrwNo: 102.18.1215,11080
Truss Label: CJ5S KIM / WHK 04/12/2018
Loading Criteria (pso
TCLL: 20.00
TCDL: 17.00
BCLL 0.00
BCDL: 10.00
Des Ld: 47.00
NCBCLL 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
T
6"6
L
4X4(Bl)
Wind Criteria
Wind Std: ASCE7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 21.92 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpii 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/l/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWIFIRS with additional C&C
member design.
Additional Notes
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.1131"x3.0", min. toe -nails at bottom chord.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N)
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration, NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
4'11 "4
4'11 "4
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0.007 B
HORZ(TL): 0.012 C
Creep Factor: 2.0
MaxTCCSI* 0.509
Max BC CSI: O 308
Max Web CSI: 0.000
VIEW Ver: 17.02.01A.1115.21
04/12/2018
IQ
C
A Maximum Reactions (Ibs)
Loc R / U /Rw /Rh /RL /W
A 246 62 /180 /121 /-
C 97 11 /76 /1.5
B 177 120 /108 /1.5
Wind reactions based on MWFRS
A Min Brg Width Req =
C Min Brg Width Req =
B Min Brg Width Req =
Members not listed have forces less than 375#
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extrem care in fabricatinc, hand i% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary.
bracin,gTer BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattacharpidceiliny. Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3 B7 or 9103Details, unless noted otherwis6. as applicab e. App y Oates to each face oftruss and position as shown above and on the Joint Refer to'
drawings 160A-Z for s andard plate positions. ALPINE
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the M FFW WMPANY
truss in conformance with ANSI/TPI 1, or for lhandl% shippy installation and bracing of trussesA seal on this drawing or coverspa e 2400 Lake Orange Dr.
listing this drawing, indicates acceptance of pro) essiona engineerm responsibility solely for the design shown. The , PabilityanduseofthisrawingforanystructureisfheresponsibilityoftheguildingDesignerperANSIfTPI1Sec.2. Suite 150
For more information see this job's general notes page and these web sites ALPINE: .alpineitw.com; TPI: tpinst.org; Sack .sbandustry.com; IM Jccsafe.org Orlando FL, 32837
Jo6 Number: N333519 Ply: 1 SEQN 42738 / T27 /JACK Cust: R R8975 JRef: 1 Wa289750082
VARIOUS 9A6/9A7,258SE/258IvAJ258TA,O2A RAO 1 City FROM:HMT DrwNo: 102.18,1215.10332
Truss Label: CJ3 KIM / WHK 04/12/2018
Loading Criteria psf)
TCLL: 20.00
TCDL: 17.00
BCLL 0.00
BCDL 10.00
Des Ld: 47.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
T_
4"3
V
Wind Criteria
Wind Std: ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 IN
Bot chord 2x4 SP #2 IN
Lumber value set "l 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0.131"x1l)", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
2X4(Al)
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: INA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed
TPI Std 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
i
A -
co
211 "4
211 'A
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): 0.001 D
HORZ(TL): 0.002 D
Creep Factor: 2.0
MaxTCCSI: 0.180
Max BC CSI: 0.091
Max Web CSI: 0.000
VIEW Ver: 17.02,01A. 1115.21
04/12/2018
T
A Maximum Reactions (Ibs)
Loc R / U /Rw /Rh /RL /W
B 248 /61 /212 /74 /8.0
D 52 /4 141 /1 5
C 87 /43 /52 /1.5
Wind reactions based on MWFRS
B Min Brg Width Reg = 1.5
D Min Brg Width Reg = -
C Min Brg Width Reg = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Members not listed have forces less than 375#
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING I
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedrigidceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3 B7 or 910
as applicable. AppTy Oates to each face oftruss and position as shown above and on the Joinf"Details, unless noted otherwis6. Refer to'
drawings 160A-Z for s andand plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the
ALPINE
truss in conformance with ANSIrTPI 1, or for handlinj shippinp, installation and bracing of trussesA seal on this drawing or cover p e .
M COMMW
sup 2400 Lake Orange Dr.
listing this drawing, indicates acceptance of proessiona engineerinc responsibility solely for the design shown. The ability
and use of this rawing for any structure is fhe responsibility of the Eluilding Designer per ANSI1TPI I Sec.2. Suite 150
For more information see this job's general notes page and these web sites: ALPINE: .alpineitwcom; TPI: .tpinst.org; SBCA: wvAv.slocindustry.com; ICC: Jccsafe.org Orlando FL, 32837
JoIG Number: N333519 Ply: 1 SEQN. 42739 / T33 / JACK Cust: RR8975 JRef: lWa289710012
VARIOUS 9A6/9A7,258SE/258MA/258TA 02A,RA01 Qty: 1 FROM:RDG DrwNo: 102,18,1215.11049
Truss Label: CJ13S KIM / WHK 04/12/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL 17.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 47.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
T
6"6
J_
Wind Criteria
Wind Std: ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 21.42 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWIFIRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpj: O 18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/11/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "l 313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0.11311"x3.0", min. toe -nails at top chord.
Provide (2) 0.11311"x3.0", min. toe -nails at bottom chord.
4X4(Bl)
12 B
2'11 "4
2'11 "4
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N)
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0.002 B
HORZ(TL): 0.003 C
Creep Factor 2.0
Max TC CSI: 0.283
MaxBCCSI: 0.111
Max Web CSI: 0.000
VIEWVer: 17.02.01A.1115.21
04/12/2018
H.
8
A Maximum Reactions (Ibs)
Loc R / U /Rw /Rh /RL /W
A 148 / 34 /108 /70 / -
C 57 /6 /44 /1.5
B 106 / 72 /64 /1.5
Wind reactions based on MWFRS
A Min Brg Width Req =
C Min Brg Width Req =
B Min Brg Width Req =
Members not listed have forces less than 375#
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedrAidceiliny. Locations shown forpermanent lateral restraint ofwebs shall have bracinq installed per BCSI sections B3 B7 or 910asapplicabe. App y v,,Iates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwis6. Refer to'
drawings 160A-Z for s andard plate positions.
Alpine, a division of ITW Buildin ALPINE
Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the
truss in conformance with ANSI PI 1, or for handlin% shippinp, installation and bracing of trussesA seal on this drawing or coverspa elistingthisdrawing, indicates acceptance 9f pro) essiona engineering responsibility solely for the desSign.shown. The u, Pability, 2400 Lake Orange Dr.
and use of this rawing for any structure is the responsibility of the uilding Designer per ANSIfTPI 1 c 2. Suite 150
For more information see this job's general notes page and these web sites: ALPINE: .aipineitw.com; TPI: Apinst.org. SBCA .slbcindustry.com, [CC: Jccsafe.org Orlando FL, 32837
Jog Number: N333519 ply:: 1 SEQN: 42740/ T14 /JACK Cust RR8975 JRef: lWa289750082—
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RAOI Qty 9 FROM:HMT DrwNo: 102.18.1215.10269
Truss Label: CJ3A KIM / WHK 04/12/2018
T
6"6
L
74X4(Bl)
I
9)
SO
C\j
I
2'11 "4
211 "4
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
TCLL 20.00 WindStd: ASCE7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL W
TCDL: 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL): NA B 242 / 81 /207 /94 4.0
BCLL: 0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL): NA D 55 /3 /42 1.5
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.001 C C 94 /65 /52 11 5
Des Ld: 47.00
EXP: C
HORZ(TL): 0.001 C Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 21.17 ft
TCDL: 4.2 psf
Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5
Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201- Max TC CSI: 0.253 D Min Brg Width Req = -
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI: 0.096 C Min Brg Width Req = -
Bearing B is a rigid surface.
Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000
Loc. from endwall: Any FT/RT:20(0)/10(0) Members not listed have forces less than 375#
GCpi: 0. 18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SID #2 N
Lumber value set "l 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
04/12/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, lhandli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural shpat1hinci and bottom chord shall have a pro erlyattache.yriqid ceilinq. Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3 B7 or 910
as applicable. AppTy ,.Iates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwis6. Refer to'
drawings 16OA-Z for s andard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the
ALPINE
truss in conformance with ANSI1TPI 1, or for handli4 shippinV, installation and bracing of trussesA seal on this drawing or coverspa e
COMPAW
listing this drawing, indicates acceptance of pro) essiona engineerm respo nsibility solely for the cle n.shown. The , Ability 2400 Lake Orange Dr.
and use of this rawing for any structure is fhe responsibilitq of the guilding Designer per ANSIrTPI llgec 2. Suite 150
For more information see this job's general notes page and these web sites ALPINE www.alpineitw.com; TPI. www.tpinst.org; SBCA: www.sbandustry.com; ICC: www.iccsafe.org Orlando FL, 32837
Jo6 Number: N333519 ply:: 1 SEQN: 42741 / T4 / JACK Cruwst R R8975 JRef: lWa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA 02A RAO 1 Qty 6 FROM:RDG D No: 102,18,1215.10908
Truss Label: CJ1 KM / WHK 04/12/2018
12
6 C
B F
4"3
A
D
Loading Criteria (pso
TCLL: 20.00
TCDL: 17.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 47.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
WindStd: ASCE7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0. 18
Wind Duration 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "l 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0.131"0.0", min. toe -nails at top chord.
Provide (2) 0.131"0.0", min. toe -nails at bottom chord.
2X4(Al)
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf NA Ce: NA
Lu: INA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
11"4
11 "4
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0.000 D
HORZ(TL): 0.000 D
Creep Factor: 2.0
MaxTCCSI: 0.171
Max BC CSI: 0.022
Max Web CSI: 0.000
VIEWVer: 17.02.01A.1115.21
j
0 0 7108 1
W
C0X.'ZP0**N*-A-L9**
04/12/2018
A Maximum Reactions (Ibs)
Loc R / U /Rw /Rh /RL /W
B 196 66 /189 /36 /8.0
D 7 11 /14 /1.5
C -21 /35 /24 /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Members not listed have forces less than 375#
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatinc, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattacheyriiidceiliny. Locations shown forpermanent lateral restraint ofwebs shall have bracinq installed per BCS1 sections B3 B7 or 910asapplicabe. App y ,Iates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwis6. Refer to'
drawings 16OA-Z for s andard plate positions,
Alpine, a division of ITW Buildin;+Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ALPINE
truss in conformance with ANSI PI 1, or for handlinj shippiy installation and bracing of trussesA seal on this drawing or cove
AN
listing this drawing, indicates acceptance pf pro) essiona spa eengmeennresponsibilitysolelyforthedenshown. The , Pability 2400 Lake Orange Dr.
and use of this rawing for any structure is the responsibility ofthe duilding Designer per ANSI[TP1 110ec . 2. Suite 150
For MOFe information see this job's general notes page and these web sites: ALPINE: .alpineitw.com; TPI: Apinstorg, SBCA: .sbcindustryxom; ICC Jccsafe.org Orlando FL, 32837
JA Number: N333519 ply 1 SEQN: 42742/ T19 /JACK Cust RR8975 JRef: lWa289750082
VARIOUS 9A6/9A7,258SE/258MAJ258TA,02A,RA01 Qty: 13 FROM:HMT DrwNo: 102,18.1215.10738
Truss Label: CAA KIM / WHK 04/12/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL: 17.00
BCLL: 0.00
BCDL: 1000
Des Ld: 47.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
T
6"6
Wind Criteria
Wind Std: ASCE7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 20.67 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWIFIRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0. 18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 IN
Bot chord 2x4 SP #2 IN
Lumber value set "l 313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWIFIRS with additional C&C
member design.
Additional Notes
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
12
6
D
4X4(Bl)
1 1
Snow Criteria (P9,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf NA Ce: NA
Lu* NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
11 "4
11"4 '
Defl/CSI Criteria
PIP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0.000 C
HORZ(TL): 0.001 C
Creep Factor: 2.0
MaxTCCSI: 0.183
Max BC CSI: 0.020
Max Web CSI- 0.000
VIEWVer: 17.02.01A.1115.21
04/12/2018
co
A Maximum Reactions (Ibs)
Loc R / U /Rw /Rh /RL /W
B 182 / 72 /173 /45 /4.0
D 12 /6 /13 /1.5
C -12 /27 /20 /1.5
Wind reactions based on MWFRS
B Min Brg Width Reg = 1.5
D Min Brg Width Reg = -
C Min Brg Width Reg = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an SBCA) or sa Ety practices prior to performing these functions, Installers shall provide temporary,
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattacheTriqidceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910,
as applicaffle. AppTy ,.Iates to each face oftruss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to
drawings 16OA-Z for s andard plate positions.
Alpine, a division of ITW Buildin,$Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the ALPINE
truss in conformance with ANSI PI 1, or for handlinj shippinV, installation and bracing of trussesA seal on this drawing or coverspa e
AN COMPANY
listing this drawing, indicates acceptance of pro) essiona engmeenn responsibility solely for the de n.shown. The , Pability 2400 Lake Orange Dr.
and use of this rawing for any structure is the responsibility of the duilding Designer per ANSIrrPl 11'gec 2. Suite 150
lFor more information see this job's general notes page and these web sites: ALPINE: .alpineitwcom; TPI: Apinst.orq; SBCA: .s andustry.com; ]CC www.iccsafe.org Orlando FL, 32837
Jok;Number: N333519 Ply: 1 SEQN: 42743 / T41 / JACK Cust: R R8975 JRef: 1 WaI11750082
VARIOUS 9A6/9A7,258SE/258MA/258TA 02A,RAO 1 Qty: 1 FROM: PFH DrwNo: 102.18.1215.11954
Truss Label: CAS KID / WHK 04/1212018
Loading Criteria (pso
TCLL: 20.00
TCDL: IT00
BCLL: 0.00
BCDL: 10.00
Des Ld: 47.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: 11
EXP: C
Mean Height: 20.92 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall- Any
GCpi O 18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "ll 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min, toe -nails at bottom chord.
12
11 "4
11 "4
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf, NA Ce: NA
Lu NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
n.
20'10"6
20'1"14
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0.000 B
HORZ(TL): 0.000 B
Creep Factor: 2.0
Max TC CSI: 0.027
Max BC CSI: 0.007
Max Web CSI: 0.000
VI EW Ver: 17.02.02A. 1213.21
e
s Z;
COA ON A VO Q%%;
04/12/2018
A Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
A 51 /6 /36 /21 / -
C 17 /2 /13 /1.5
B 32 /24 /20 /1.5
Wind reactions based on MWFRS
A Min Brg Width Req =
C Min Brg Width Req =
B Min Brg Width Req =
Members not listed have forces less than 375#
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatino, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
c eComponentSafetyInformation, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary.
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattacheTrAidceiliny. Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or 910, as applicab e. App y ,,lates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. kefer to
drawings 16OA-Z for s andard plate positions.
Alpine, a division of ITW Buildin,$Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the ALPINE
truss in conformance with ANSI PI 1, or for handlinj shippinp, installation and bracing of trussesA seal on this drawing or cove' e
AN COMPANY
listing this drawing, indicates acceptance of pro) essiona engmeerm responsibility solely for the de n.shown. The spMability 2400 Lake Orange Dr.
and use of this rawing for any structure is fhe responsibility of the Nuilding Designer per ANSI/TPI 11'gec 2. Suite 150
IFor more information see this job's general notes page and these web sites: ALPINE: .alpineitw.com; TPI: www.tpinst.org; SBCA: .sbcindustryxom; IC . Jccsafe.org Orlando FL, 32837
Jo6 Number: N333519 Ply:: 2 SEON: 42744/ T70 FLAT Cust RR8975 JRef: lWa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty 1 FROM:RDG DrwNo: 102.18.1215.10239
Truss Label: FG1 KM / WHK 04/12/2018
2 Complete Trusses Required
2'3"l ' 5 0110,11
15 5'
5"
1 4'4"14 1 6'6"5 8'612 1R— 10'4"5 1 12'1'1 14'5"14, 166"l 1813111, 20'5"l
iI
5' 2'0" 15 2'17 2'0"7 1,9"9 1,9"9 2'4"l 2'0"2 2' ill I
T
4X10
5X10 --4X8
Tl --
6Xl2 8X8 --4XlO =4X12 6X6
6X6 --
5xlo
A B C D E F G H I T3 j K
W7
1-1 0
L--j
I" B L 1
V U T S R M Q P B2 0 N M
114X6 --4X8 =-8X10 --8Xl4(--) 4X6 1112X4 =8X8 IAX6
11 — Tl 1 "9 12'6"9
VV20
2-0-7 1 2-0-7 1 1'11"151 1 - 11 " 151 2'3"9 1 2'2"9 1 1-11-1 , 2'0"2 2'0"8 1 2'3"8
2'0"7 1 4'014 60"13 1 8'0"12 ' 10'4"5 1 12'6"14 ' 14'5" 14' 16'61 18'6"9 2010"1
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh / RL / W
TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0,178 0 844 360 V 2251 /45 / /0 / /5.7
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.312 0 614 240 R 11451/- / 1 / /4.0
BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.013 G - - L 4469 /- /- /- /- /3.0
Des Ld: 55.00
EXP: NA
HORZ(TL): 0.018 G V Min Brg Width Req 1.5
NCBCLL: 0.00
Mean Height: NAft
Code / Misc Criteria Creep Factor: 2.0 R Min Brg Width Req
Soffit: 2.00
TCDL: NA psf
Bldg Code: FBC 6th.ed 201- Max TC CSI: 0.773 L Min Brg Width Req 1.9
BCDL: NA psf Bearings V, R, & L are a rigid surface.
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.904
Spacing: 24.0 C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.608
Members not listed have forces less than 375#
Loc. from endwall: NA FT/RT:20(0)/10(0)
Maximum Top Chord Forces Per Ply (Ibs)
L NA GCpi: NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration: NA WAVE VIEWVer: 17.02.01A.1115.21
Lumber Bearing Block(s)
A-B 67 -542 G - H 0 -3335
C - D 1883 -92 H - 1 0 -4553
Value Set: 1 3B (Effective 6/1/2013) Brg blocks: 0. 1 28"x3" nails D-E 5495 0 1 - 1 0 -4542
Top chord 2x6 SP SS :Tl 2x6 SID 2400f-2.OE: brg x-loc #blocks length/blk #nails/blk wall plate E - F 520 -22 J - K 0 -4550
T3 2x4 SP 2400f-2.OE 2 8124' 1 14" 18 Rigid Surface F-G 520 -22
Bot chord 2x6 SP SS :B2 2x6 SP 2400f-2.OE: Brg block to be same size and species as chord.
Webs 2x4 SP #3 :W6, WT W8, W1 2, W20 2x4 SP #2 N: Refer to drawing CNNAILSP1 014 for more information.
W9 2x6 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs)
W1 0, W1 9 2x4 SP 2400f-2.OE: Additional Notes Chords Tens.Comp. Chords Tens. Comp.
Lumber value set "l 3B" uses design values Truss must be installed as shown with top chord up. U - T 760 -81 P-0 5186 0
approved 1/30/2013 by ALSC S - R 66 -2221 O-N 5186 0
R - Q 0 -8001 N-M 4542 0
Nailnote Q - P 3041 0
Nail Schedule:O. 1 28"x3" nails
Top Chord: 1 Row @ 2.75" o.c. Maximum Web Forces Per Ply (Ibs) Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c. Webs Tens.Comp. Webs Tens. Comp.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
A-V 20 -716 F - Q 0 -669
A - U 597 -74 Q-G 0 -3980
U - B 49 -748 G - P 1010 0PlatingNotes
All plates are 4X4 except as noted.
B-T 47 -621 P - H 0 -2069V1C-S 0 -2282 H - N 72 -714
1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning o iin S - D 1161 0 1 - N 0 -545
requirements.
D - R 0 -3780 J - M 0 -1163
R - E 0 -3463 M-K 4890 0
Loading
E - Q 3925 0 K - L 0 -2346
T
Girder supports: 30-0-0 span to TC one face and 4L
2-0-0 span to TC/BC split opposite face.
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing, COA J&NAL
04/12/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly
attached riqid ceilinq. Locations shown forpermanent lateral restraint of webs shall have bracinp installed per BCSI sections B3 B7 or 910
as applicable. AppTy ,,lates to each face of truss and position as shown above and on the Join Details, unless noted otherwis6. kefer to'
drawings 160A-Z for s andard plate positions. ALPINE
Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN PPN COMPANY
truss in conformance with ANSIrTPI 1, or for handl% shippinp, installation and bracing of trussesA seal on this drawing or cove rlistingthisdrawinindicatesacceptanceofpro) essiona engineerm responsibility solely for the design shown. The 41,87bility 2400 Lake Orange Dr.
and use of this grawing for any structure is fhe responsibilitV of the duilding Designer per ANSIITPI 1 Sec.2. Suite 150
iFor more information see this job's general notes page and these web sites: ALPINE: .aipineitw.com; TPI: Apinst.orq; SBCA: .sbcindustryxorn; ICC. —.iccsafe.org Orlando FL, 32837
JoI3 Number: N333519 Ply: 1 SEQN: 42745 / T26 / SY42 Cust R R8975 JRef: 1 Wa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty: 5 FROM:PFH DrwNo: 102,18.1215.11955
Truss Label: FT2 KM / DF 04/12/2018
2'4"8
610"8 8 21'10" 24'3" 29'10"8
610"8 1 13'1"8 2-5" 5-6"
1'4"B
2-6"
1'4"8
2'6"12
TYP)
2'6" 12
1'4"8
2'6" 12 --— 2'6" 12 2'6" 12 2'6"12
4X6 W=3X4 3X6
1.5X3 --3X3 —_3X4 1111.5X3 1111.5X3-3X6 —_4X6 _3X4 III 1.5X3 — 3X4 —_3X3 1.5X3
7 5-12 1 1
5T 12
1 Al AH AG AF AE AD AC AB AA z —1y x w V U T S R Q
111.5X3 3X31111.5X3-3X3 3X4 1113X4 Il2X4 --3X41II1.5X3—_3X3 1112X4 —_3X3 1.5X3
2X4 1111.5X3 1112X4
W=3X4
15'Y4 147A
29'10"8
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W
At 799 /7.3
TCDL: 10.00 Speed: NA mph Pf NA Ce: NA VERTI 0.129 D 999 360
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.254 D 974 240 y 1811 /8.0
BCDL 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.027 B - - Q 735 /7.3
Des Ld: 55.00
EXP- NA
HORZ(TL): 0.041 B Al Min Brg Width Req = 1.5
Code / Misc CriteriaNCBCLL: 10.00
Mean Height: NA ft
Creep Factor: 2.0 Y Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: NA psf
BCDL: NA psf Bldg Code: FBC 6th.ed 201- MaxTCCSI: 0.735 Q Min Brg Width Reg = 1.5
Load Duration: 1.00 MWIFIRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.863 Bearings At, Y, & Q are a rigid surface.
Bearings Al, Y, & Q require a seat plate.
Spacing: 24.0 C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0 470
Loc. from endwall: NA FT/RT:12(0)/10(0) Members not listed have forces less than 375#
1: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration NA WAVE VIEW Ver: 17.02.02A. 1213.21 Chords Tens.Comp. Chords Tens. Comp.
Lumber
A - B 0 -538 H - 1 574 0
Value Set: 13B (Effective 6/1/2013) B - C 0 -1353 1 - 1 21 -885
Top chord 4x2 SP #2 IN C-D 0 -1719 J - K 21 -885
Bot chord 4x2 SP #1 :B2 42 SP #2 N D-E 0 -1724 K - L 0 -1430
Webs 4x2 SP #3 E - F 0 -1716 L - M 0 -1439
Lumber value set '1313" uses design values F-G 113 -1143 M - N 0 -1201
approved 1/30/2013 by ALSC G - H 497 -188 N-0 0 -485
Plating Notes
Maximum Bot Chord Forces Per Ply (Ibs)
All plates are 4X4 except as noted. Chords Tens.Comp. Chords Tens. Comp.
Additional Notes AH-AG 1064 0 Z_Y 0 -1122
2x6 #3 HEM -FIR or better continuous strongback. AG-AF 1639 0 Y_X 0 -1122
Attach to each truss where shown with 3-1 Od Box or AF-AE 1639 0 X_W 525 -164
Gun nails (0.128"x3",min.). Strongback material to AE-AD 1724 0 W-V 1233 0
be supplied by erection contractor. ol AD -AC 1496 0 V_U 1233 0
Truss must be installed as shown with top chord up. AC -AB 1496 0 U-T 1439 0
AB -AA 776 -275 T-S 1438 0
AA- Z 776 -275 S - R 957 0
4
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A -Al 0 -780 H - Y 0 -1693
A -AH 857 0 H - X 929 0
T 0
t
AH- B 0 -835 X - 1 0 -960
B -AG 460 0 I-W 624 0
A- AG- C 0 -441 W-K 0 -582
ok, ilo AD- F 683 0 K-U 543 0
r ss-,/ FjONAIL
F -AB 0 -635 S - N 388 0
AB- G 686 0 N - R 0 -750COA
PulwMwool G-Z 0 -1022 R-0 773 0
G 1/12/2018 Z-H 987 0 O_Q 0 -717
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatinc, handlingComponentSafetyInformation, TPI shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
by and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rad ceiliny. Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3 B7 or B1 0asapplicabe. App y to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwis6. Refer to' v,,Iates
drawings 160A-Z fbr s andard plate positions. ALPINE
Alpine, a division of ITW Buildinq Components Groupin Inc. shall not be responsible for any deviation from this drawing,apy failure to build the AN PV COMPANYtrussconformancewithANSI/TPI 1, or for handlinT shippinV, installation and bracing of trussesA seal on this drawing orlistingthisdrawing, indicates acceptance of ) essiona engineering responsibility solely for the design shown. Phr.oresponsibility
cover
2400 Lake Orange Dr. The sp.181bility Suite 150anduseofthisdrawingforanystructureisoftheBuildingDesignerperANSIITPI1Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: .alpineitw.conn; TPI: Jpinst.org;SBCA: .sbcindustry.conr;ICC: Jccsafe.org Orlando FL, 32837
Job Number: N333519 Ply: 1 SEQN 42746 T25 SY42 Cust: R R8975 JRef- lWa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RAOI Qty: 1 FROM:PFH DrwNo: 102.18.1215.11953
Truss Label: FTGE2 KIM / DF 04/12/2018
2'11 "8
281 "8 9- 0
252"
26'6"
1'3"12
1'4"
2'10"12 -+ i
iTYP)
3X4 3X4
1.5X3 -W=3X4 1111,5X3 1.5x3XABCDEFGHIiKLMN0PQRSTUVW
5 1 2
5 12 9'4" 7 z
AW AV AT AS AR AQ AIIAO All AM I L AH AG AF AE AD AC AB AA BAAjAEADACA' AA BA
1.5X3 3X3 \11115U3 1111 .5X3 1111.5X3 'X3 11 AX3 1 5X '11 1.5X3 1111.5X3 ))I t5X3 X_ 3X3 --1,5X3X31'I -3 = 1 5) 1IM5X3III1111.5X3 1111 5X3 1111.5X .311" 1111 .5X '1, 1 5X 1111.5X3 III 1.5X3 11111.5
W=3X4 1111, 5X 3
29'10"8
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs), or *=PLF
TCLL: 40.00 Wind Sid: ASCE7-10 Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.003 B 999 360 AW448 / 32 /32 /187
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.011 B 999 240 BA 442 / 31 /31 /171
BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.000 Z - - Wind reactions based on MWFRS
EXP: C
Des Ld: 55.00
Mean Height: 15.00 ft
HORZ(TL): 0.001 Z AW Min Brg Width Req =
NCBCLL: 10.00
TCDL: 4.2 psf
Code / Misc Criteria Creep Factor: 2.0 BA Min Brg Width Req =
Soffit: 2.00 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.570 Bearings AW & AK are a rigid surface.
BCDL: 3.0 psf Bearings AW & AK require a seat plate. Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.026
Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.149
Members not listed have forces less than 375#
Loc. from endwall: Any FT/RT:20(0)/10(0)
Maximum Web Forces Per Ply (Ibs)
GCpi: 0. 18 Plate Type(s): Webs Tens.Comp. Webs Tens. Comp.
Wind Duration: 1.00 WAVE VIEW Ver: 17.02.02A. 1213.21
Lumber -
AV- B 67 -638 W -AA 63 -596
Value Set: 13B (Effective 6/1/2013)
Maximum Gable Forces Per Ply (Ibs)
Top chord 4x2 SP #2 N Gables Tens.Comp. Gables Tens. Comp. Bot chord 42 SP #2 N
Webs 4x2 SP #3 C -AU 62 -584 M -AJ 62 -585
Lumber value set '1 3B" uses design values ID -AT 62 -583 N -Al 62 -585
approved 1/30/2013 by ALSC E -AS 62 -586 0 -AH 62 -585
F -AIR 62 -585 Q -AG 62 -585
Special Loads G -AQ 62 -585 R -AF 62 -585
Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) H -AP 62 -585 S -AE 62 -586
TC: From 439 plf at 0.00 to 439 plf at 29.63 1 -AN 62 -585 T -AD 62 -584
BC: From 10 pIf at 0. 00 to 10 pIf at 29.63 J -AM 62 -585 U -AC 63 -592
K -AL 62 -585 V -AB 57 -540
Plating Notes L -AK 62 -585
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
k
Additional Notes
See ANSI/TPI 1 Sect 7 for additional bracing
requirements. Bracing material to be supplied by 2 708 1
erection contractor.
Truss must be installed as shown with top chord up.
T 0ot
co A
af"niollill' 0
04/12/2018
WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing, Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) or sa Ely practices prior to performing these functions. Installers shall provide temporary.
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedriiidceiliny. Locations shown forpermanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3, B7 or 910. as applicab e. App y ,,Iates to each face or truss and position as shown above and on the Joint"Details, unless noted otherwise, Refer to
drawings 16OA-Z for s andard plate positions. ALPINE
Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN rrW COMPANYtrussinconformancewithANSI/TPI 1, or for handlia shippy installation and bracing of trussesA seal on this drawing or cover e
listing this drawin , indicates acceptance of ) essiona engineerin_q responsibility solely for the de In shown. The sp.Mability 2400 Lake Orange Dr.
and use of this grawing for any structure is Phreoresponsibility of the Building Designer per ANSI/TPI 11194c . 2. Suite 150
For more information see this job's general notes page and these web sites: ALPINE: .alpineit..corn; TPI: .tpinst.orq; SBCA: .sbcindustryxorn; IM Jccsafe.org Orlando FL, 32837
Joll Number: N333519 Ply: 1 SEQN: 42747 / T17 / SY42 Cust: RR8975 JRef: 1VVa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty FROM: PFH DrwNo: 102,18,1215.11487
Truss Label: FT1 I / BAF 04/12/2018
1 8'1 "8 1 10'6" 10 18'8" 10
8'1 "8 1 2'5"2 8'2"
T- I T
00
2'6" 2'612 2'13 " 12 —1,
TYP)
4X6
1 .5 X3 --4y4
X V u T S R Q P 0 IN M L
2'6" 12 2'6" 12 ---
5"
d
3X3
4X4 1114XI3
F G H I J K
3"
T
4Ab --4X4 0.5X3 iii 1.5X3 III 1.5xj IIII.bAJ --4X4 --4X6 1111.5X3
III 2X4 --W=3X6
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Std: NA
TCDL' 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL 5.00 Category: NA
EXP: NA
Des Ld: 55.00 Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit 2.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 C&C Dist a: NA It
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 N :T2 42 SP #1:
Bot chord 4x2 SP #1 :132 4x2 SP #2 N:
Webs 42 SP #3
Lumber value set "l 3B" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 3X4 except as noted.
Additional Notes
2x6 #3 HEM -FIR or better continuous strongback.
Attach to each truss where shown with 3-1 Od Box or
Gun nails (0. 1 28"x3", min.). Strongback material to
be supplied by erection contractor
18'8"10
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
Pg NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL W
Pf NA Ce: NA VERT(LL): 0.233 R 939 360 X 1030 7.3
Lu: NA Cs: NA VERT(TL): 0.506 F 602 240 1 1013 3.0
Snow Duration: NA HORZ(LL): 0.039 M - - X Min Brg Width Reg = 1.5
HORZ(TL): 0.062 B J Min Brg Width Req = 1.5
Code / Misc Criteria Creep Factor: 2.0 Bearings X & J are a rigid surface.
Bldg Code: FBC 6th.ed 201- Max TC CSI: 0.874 Bearing X requires a seat plate.
TPI Std: 2014 Max BC CSI 0.997
Rep Factors Used: Yes Max Web CSI: 0.605
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE VIEWVer: 17.02 02A1213.211 A - B 0 -723 F - G 0 -2720
0 -1916 G-H 0 -2037
C - D 0 -2669 H - 1 0 -786
D - E 0 -2669 1 - 1 0 -850
E - F 0 -2927
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
W-V 1435 0 R-Q 2927 0
V-U 2398 0 Q - P 2474 0
U - T 2398 0 P-0 2474 0
T-S 2925 0 O-N 2474 0
S - R 2927 0 N-M 1600 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Truss must be installed as shown with top chord up. A-X 0 -1008 F-Q 11 -564
A-W 1151 0 Q-G 447 0
W-B 0 -1131 G - N 0 -675
B-V 763 0 N - H 694 0
V-C 0 -744 H-M 0 -1190
C-T 471 0 M - 1 1270 0
o. 708 1 T - E 0 -618
0*
co
04/12/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingceComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless rioted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattacheTridceilinq. Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3 B7 or 910,
as applicage. APPTY Oates to each face of truss and position as shown above and on the Joni Details, unless noted otherwis6. Refer to
drawings 160A-Z for s andard plate positions.
Alpine, a division of ITW Building
ALPINE
Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the COMPAW
truss in conformance with ANSI/TPI 1, or for handlinj shippin?, installation and bracing of trussesA seal on this drawing or coversp, elistingthisdrawing, indicates acceptance of ) , ,p 2400 Lake Orange Dr. essiona engineering responsibility solely for the design shown. The abilityanduseofthisdrawingforanystructureisPhr.oresponsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150
For more information see this job's general notes page and these web sites: ALPINE: .alpineitwcorn; TPI: Apinst.org; sack .sbcindustry.corn; I CC: Jccsafe.org Orlando FL, 32837
JoI5 Number: N333519 ply:: 1 SEQN 42748 / T9 / SY42 Cust: R R8975 JRef: 1 Wa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RAO I Qty 1 FROM:HMT DrwNo 102.18.1215.09989
Truss Label: FT1A KM / WHK 04/12/2018
4"
2'6" 2'6" 12 2'6" 12
1'4"8
2'6"12 2'6"12
TYP)
4X6
1.5X3 --4X4 iII1.5X3 —3X6 5X8 1112X4
A B C D E F G H I i
T T2
112
B2
I Ix W V U T S R Q PO N M Lr K
1'5X3 --4X6 4X4 1111.5X3 1111.5X3 III 1.5X3 --4X6 1114X6
1112X4 W=3X6 1111.5X3
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Std: NA
TCDL: 10 00 Speed: NA mph
BCLL 0.00 Enclosure NA
BCDL: 5.00 Category: NA
EXP: NA
Des Ld: 55.00 Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 2.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist. NA
Spacing: 24.0 C&C Dist a: NA ft
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 42 SP #2 N
Bot chord 42 SP #1 :132 42 SID #2 N:
Webs 4x2 SP #3
Lumber value set '1313" uses design values
approved 1/30/2013 by ALSC
Special Loads
Lumber Dur.Fac.=0.90 / Plate Dur.Fac.=0.90)
TC: From 100 plf at 0.00 to 100 plf at 18.34
BC: From 10 plf at 0.00 to 10 plf at 18.34
TC: 1550 lb Conc. Load at 16.15
TC: 328 lb Conc. Load at 17.03
TC: 247 lb Conc. Load at 18.34
17'2" 15
18'5"9
LZ'j
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL W
Pf: NA Ce: NA VERT(LL): 0.147 S 999 360 X 976 / 7.3
Lu: NA Cs: NA VERT(TL): 0.382 D 877 240 L 3174 / 5.7
Snow Duration: NA HORZ(LL): 0.027 B - - X Min Brg Width Reg = 1.5
HORZ(TL): 0.045 L L Min Brg Width Reg = 1.5
Code / Misc Criteria Creep Factor: 2.0 Bearings X & L are a rigid surface.
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.744 Bearing X requires a seat plate.
TPI Std: 2014 Max BC CSI: 0.963
Rep Factors Used: Yes Max Web CSI 0.627 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE VIEWVer' 17.02.01A.1115.21 A-B 0 -679 E - F 0 -2628
B-C 0 _ 1787 F-G 0 -2199
C - D 0 -2444 G-H 0 -1359
D - E 0 -2633
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
W-V 1347 0 Q - P 2502 0
V-U 2225 0 P-0 2502 0
U-T 2225 0 0 - N 1894 0
T-S 2633 0 N-M 751 0
S - R 2633 0 M - L 751 0
R-Q 2502 0
Maximum Web Forces Per Ply (Ibs)
11101trI Webs Tens.Comp. Webs Tens. Comp.
Plating Notes
All plates are 3X4 except as noted.
U A-X
A-W
0 -955
1082 0
F - 0
O-G
0
494
477
0
F r
I
W-B 0 -1061 G-N 0 857
Additional Notes S4E B-V 697 0 N - H 946 0
2x6 #3 HEM better V-C 0 H L 0FIRorcontinuousstrongback.
Attach to each truss where shown with 3 -1 Od Box or
7,08 1
C-T
676
398 0 L - 1 0
2428
781
Gun nails (0.128"x3",min.). Strong back material to o T - D 54 -486 1 - K 396 0
be supplied by erection contractor. R - F 539 -156
Truss must be installed as shown with top chord up.
0
04/12/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of IBCSI (Building
c CComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachTdceihnLationsshownfor9e, permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10,
a p " N. A' P py ,,Iates to each face or truss and position as shown above and on the Joint Details, unless noted otherwise. kefer tosapIj. b
drawings 160A-Z for s andard plate positions. ALPINE
Alpine, a division of ITW Buildin,$Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the M COMPAW
truss in conformance with ANSI PI 1, or for handli4 shippinp, installation and bracing of trussesA seal on this drawing or coverspa e 2400 Lake Orange Dr.
listing this drawing, indicates acceptance of pro) essiona, engineering responsibility solely for the design shown. The ' Pability
and use of this rawing for any structure is the responsibility of the uilding Designer per ANSIrrPI 1 Sec.2. Suite 150
lFor more information see this job's general notes page and these web sites: ALPINE: -.alpineitw.conn; TPI: Apinstorg; SBCA: -.sbandustry.corn; ICC: Jccsafe.org Orlando FL, 32837
Job Number: N333519 ply:: 1 SEQN. 42749 / T71 / SY42 Cust R R8975 JRef: 1 Wa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty 1 FROM:RDG DrwNo: 102.18.1215.101 1,
Truss Label: FTI G KM / WHK 04/12/2018
T T
90
j 12
8'1 "8
8-1 "8
2'6" 2'6"12 —+— 2'6"12
TYP)
107'8 1 14'9" 18,81,10
2'6" 1
4'1 "8 311 " 10
V3"12 1 V2
2'6" 12 1 `-d
6XIS 4X(3 —
6X61.5X3 —5X5 5X5 1113X8 1113X4 —W=3X4 --W=3X4ABCDEFGH I i
Im
Y
6X6
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Std: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
EXP NA
Des Ld: 55.00
Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 2.00 BCDL: NA psf
Load Duration: 1.00 MWIFIRS Parallel Dist- NA
Spacing: 24.0 C&C Dist a: INA ft
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 42 S P #2 N : B2, B3 42 SP #1:
Webs 42 SP #3:W21 42 SP #2 N:
Lumber value set "l 3B" uses design values
approved 1/3012013 by ALSC
Special Loads
Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 pf at 0.00 to 100 plf at 18.61
BC: From 10 plf at 0.00 to 10 plf at 18.30
TC 695 lb Conc. Load at 14.63
Plating Notes
All plates are 3X6 except as noted.
Additional Notes
2x6 #3 HEM -FIR or better continuous strongback.
Attach to each truss where shown with 3-1 Od Box or
Gun nails (0.128"x3",min.). Strongback material to
be supplied by erection contractor.
Truss must be installed as shown with top chord up.
X W V
5X5
VV=3X4
U
1114X6
18,81,10
S R Q
W= 3X6
1113X4
0 N
6X8 8X8
F
5"
d
1116X8
K L
M
go
18'8"14
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/defl L/# Loc R U 1Rw /Rh /RL W
Pf NA Ce: NA VERT(LL): 0.267 E 818 360 Z 1176 7.3
Lu NA Cs: NA VERT(TL): 0.512 E 578 240 K 1563 13.0
Snow Duration: NA HORZ(LL): 0,028 N - - Z Min Brg Width Reg = 1.5
HORZ(TL): 0.039 N K Min Brg Width Reg = 1.5
Code / Misc Criteria Creep Factor: 2.0 Bearings Z & K are a rigid surface,
Bldg Code: FBC 6th.ed 201 - MaxTCCSI: 0.885 Bearing Z requires a seat plate.
TPI Std: 2014 Max BO CSI: 0.973
Rep Factors Used: Yes Max Web CSI: 0.687 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs) FT/RT: 12(0)/10 (0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE VIEW Ver: 17.02.01A.1115.21 A-B 0 -915 F-G 0 -4138
B-C 0 -2464 G - H 0 -3575
C-D 0 -3571 H - 1 0 -3575
D-E 0 -4107 1 - 1 0 -3575
E - F 0 -4138 J - K 0 -1482
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Y_X 1816 0 S - R 4115 0
X-W 3116 0 R-Q 4115 0
W-V 3116 0 Q - P 4022 0
V_U 3116 0 P-0 4022 0
U - T 4097 0 O-N 2849 0
T-S 4107 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-Z 0 -1132 E -,Q 387 -486
FE A-Y 1352 0 Q-G
Y-B 0 -1361 G-0
413 -38
0 -628
B-X 980 0 1-0 26 -527
V8 1 li
X-C 0 -959 O-J 1217 0
C - U 728 0 J - N 0 -2066
U - D 0 1015 N - K 2163 0
D-T 403 -107
04/12/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachefriqidceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3 B7 or 910
as applicable. AppTy Oates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwis6. Refer to'
drawings 160A-Z for s andard plate positions. ALPINE
Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the COWANY
truss in conformance with ANSI/TP1 1, or for handli4 shippiy installation and bracing of trussesA sea[ on this drawing or coverspalistingthisdrawing, indicates acceptance pro) essiona engineerm responsibility solely for the delgen.shown. The ability
2400 Lake Or2nge Dr. 9f
uilding Designer per ANSIITPI 1 c 2. Suite 150anduseofthisrawingforanystructureisferesponsia
For more information see this job's general notes page and these web sites ALPINE. www.alpineitw.com; TPI: wwwApinstorg; SBCA: www.slocindustry.com; [CC: www.iccsafe.org Orlando FL, 32837
Jolb Number: N333519 Ply: I SEQN: 42750 / T8 / SY42 Cust R R8975 JRef: lWa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty: 1 FROM:PFH DrwNo: 102.18.1215.10003
Truss Label: FT1GE KM WHK 04112/2018
11 2
18'5"2 8j8"10
1.911 10'4"8 3'8
65"14 2'6" 2'6"12 1 27"4 ZY8
TYP)
211 1'4" -
TYP)
W=3X4
3X4 --3X4 3X6 4X6 6X6X4X6AaCDEGIKLIM
1:12 F
2
S R Q P 0 N
Z y x w V T -- 4X6 --4X6 3X4 13X(5
1112X4 3M
I'V6
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs), or *=PLF
TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W
Z 62 / /7.3TCDL: 10.00 Speed: NA mph Pf NA Ce: NA VERT(LL): 0.048 P 999 360
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.191 P 920 240 Z' 510 / /108
BCDL 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.007 0 - - L 1335 /- /3.0
Des Ld: 55.00
EXP: INA
HORZ(TL): 0.017 0 Z Min Brg Width Req = 1.5
Code I Misc CriteriaNCBCLL: 10.00
Mean Height: NA ft
TCDL: NA psf Creep Factor: 2.0 Z Min Brg Width Req = -
Soffit: 2.00 BCDL NA psf Bldg Code: FBC 6th.ed 201- Max TC CSI: 0.836 L Min Brg Width Req = 1.5
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 10.724 Bearings Z, Z, & L are a rigid surface.
Bearing Z requires a seat plate.
Spacing: 24.0 C&C Dist a: NA ft Rep Factors Used: No Max Web CSI: 0.779
Loc. from endwall NA FT/RT:20(0)/10(0)
Members not listed have forces less than 375#
1: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: NA WAVE VIEWVer:17.0201A111521 Chords Tens.Comp. Chords Tens. Comp.
Lumber
G - H 745 0 J - K 0 -1997
Value Set: 13B (Effective 6/1/2013) H - 1 745 0 K - L 0 -1097
Top chord 4x2 SP 2400f-2.OE T1 4x2 SP #1: 1 - 1 0 -1241
Bot chord 4x2 SP #2 IN
Webs 4x2 SP #3
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set '1 3B" uses design values Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC
S - R 570 0 Q - P 1937 0
Special Loads R - Q 1937 0 P-0 2034 0
Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 300 plf at 0.00 to 300 plf at 16.15 Maximum Web Forces Per Ply (Ibs)
TC: From 100 plf at 16.15 to 100 pIf at 18.59 Webs Tens.Comp. Webs Tens. Comp. BC: From 10 plf at 0.00 to 10 plf at 18.30
TC: 125 lb Conc. Load at 0.04 A-Y 0 -412 1 - R 1064 0
TC 574 lb Conc. Load at 16.15 Y-B 0 -434 R-J 0 -1074
Plating Notes
G-S 0 _-763 K-0
163
0 -1521
S-1 0 2089 0 - L 6 0
All plates are 1.5X3 except as noted.
Additional Notes Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
See ANSIITPI 1 Sect 7 for additional bracing
requirements. Bracing material to be supplied by 0. 7,o8 C-X 0 -409 E-V 0 -428
erection contractor. W 0 -390
Truss must be installed as shown with top chord up.
N A ILLCOA
0*0,
04/12/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of
Component Safety Information, TPI
BCSI (Building
c ebyanSBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracingyer BCSI, Unless noted have bottom haveotherwise,top chord shall properly attached structural sheathinq and chord shall
attache riqid ceilinq. Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections
a pro erlyB3B7or910
as applicable. AppTy Oates to each face oftruss and position as shown above and on the Joinf-Details, unless noted otherwis. Refer to'
drawings 160A-Z for s andard plate positions. ALPINEAlpine, a division of ITW BuildinhComponents Group Inc. shall not be responsible for any deviation from this drawing,apy failuretrussinANSIPIfor
to build the AN M COMPANYconformancewith1, or handlj4 shippinp, installation and bracing of trussesA seal on this drawing orlistingthisdrawing, indicates acceptance of ) essiona engineerin-q responsibility solely for the design shown.
and of this for is Phreoresponsibilitg the Building Designer ANSIITPI 1 Sec.2.
coverspa eup 2400 Lake Orange Dr. The ability Suite 150userawinganystructureofper
IFor more information see this job's general notes page and these web sites: ALPINE: .alpineitw.corn; TPI: Apinst.org; SBCA: .sbcindustry.com; ICC: Jccsafe.org Orlando FL, 32837
Joo Number: N333519 ply:: 1 SEQN. 42751 / T1 0 / SY42 Cust R R8975 JRef: lWa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA .02A RAO 1 Qty 4 FROM:RDG DrwNo: 102.18.1215.10628
Truss Label: FT3 KM / WHK 04/1212018
610"8
11
8'5"12 15'2"12
61 T8 174 69"
4"8
2'6" 2'6"12 --+ 1'4"8 1'4"8 -— 2'6"12
TYP)
4X6
1.5X3 III 1.5X3 III 1.5X3 4XIS
A B C D E F G H
T V
SO E
R Q 0 IN M L K
1.5X3
1112X4
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Std: NA
TCDL: 10.00 Speed: NA mph
BCLL- 0.00 Enclosure: NA
BCDL, 5.00 Category: NA
EXP: NA
Des Ld: 55.00 Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 2.00 BCDL: NA psf
Load Duration: 1.00 MWIFIRS Parallel Dist: NA
Spacing: 24.0 C&C Dist a NA ft
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 42 SP #2 N
Bot chord 4x2 SP #2 IN
Webs 42 SP #3
Lumber value set "I 3B" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 3X4 except as noted.
Additional Notes
2x6 #3 HEM -FIR or better continuous strongback.
Attach to each truss where shown with 3-1 Od Box or
Gun nails (0. 1 28"xT',min.). Strongback material to
be supplied by erection contractor.
Truss must be installed as shown with top chord up.
1 — IIIZA4
152"12
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W
R 831 /7.2Pf: NA Ce: NA VERT(LL): 0.115 E 999 360
Lu: NA Cs: NA VERT(TL): 0.221 E 999 240 1 831 /3.5
Snow Duration: NA HORZ(LL): 0.023 J - - R Min Brg Width Req = 1.5
HORZ(TL): 0.033 B I Min Brg Width Req = 1.5
Code / Misc Criteria Creep Factor: 2.0 Bearings R & I are a rigid surface.
Bldg Code: FBC 6th.ed 2017Max TC CSI O 512 Bearing R requires a seat plate.
TPI Std: 2014 Max BC CSI: 0.769
Rep Factors Used: Yes Max Web CSI: 0.428 Members not listed have forces less than 375#
FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp. Plate Type(s):
VI EW Ver: 17.02. 01 A. 1115.21 A-B 0 -564 E - F 0 -1875
B-C 0 _ 1430 F - G 0 -1430
WAVE
C - D 0 -1875 G - H 0 -562
D - E 0 -1880
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
Q_P 1116 0 M - L 173: 0
P-0 1738 0 L - K 173 0
O-N 1738 0 K - J 1115 0
N-M 1880 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens, Comp
A-R 0 -812 M-F 425 59
A-Q 899 0 F - K 0 475
Q-B 0 -876 K-G 500 0
B - P 499 0 G-J 0 878
P-C 0 -476 J - H 896 0
C - IN 425 -59 H - 1 0 807
04/12/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
c 6ComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functio'ns. Installers shall provide temporary.
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattache.yriqid ceilinq. Locations shown for permanent lateral restraint of webs shall have bracinp ins , lalled per BCSI sections B3,. B7 or 910.
as applicable. AppTy Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise kefer to
drawings 160A-Z for s anclard plate positions. ALPINEAlpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thein M COMMW
truss conformance with ANSAPI 1, or for handlin)j, shippin?, installation and bracing of trussesA sea] on this drawing or coverspa elistingthisdrawing, indicates acceptance of pro essiona p.rigineerin respons.ibility solely for the design shown. The , Ability
and use of this rawing for any is fhe the duilding Designer ANSI/TPI I Sec.2.
2400 Lake Orange Dr.
Suite 150structureresponsibilityofper
iFor more information see this job's general notes page and these web sites: ALPINE: .alpineitw.corn: TIPI: —Apinst.org; SBCA: .sbcindustry.com; [CC: Jccsafe.org Orlando FL, 32837
Job Number: N333519 ply:: 1 SEQN. 42752/ T5 SY42 Cust RR8975 JRef: lWa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty I FROM:RDG DrwNo: 102.18.1215.10207
Truss Label: FT3G KM / WHK 04/12/2018
6'10"8 8'5"l 2 111 'A 152"l 2
61 T8 11-74 ZT8 4'1 "8
2'6" 2'6"12 --+ 1'4"8
124
TYP)
1.5X3 4X4 4XIS III 1.5X3 1111.5X3 —3X4 112X4 4XIS
A B C D E IF G H
T
SO
Loading Criteria (psf)
TCLL 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.00
Spacing: 24.0 "
7'1 NR 7/'
FR Q P 0 IN M L K i7
1.5X3
1112X4
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure- NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL NA psf
BCDL: NA psf
MWFRS Parallel Dist NA
C&C Dist a: NA ft
Loc. from endwall: NA
1: NA GCpj: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP 2400f-2.OE
Webs 4x2 SP #3
Lumber value set '1 3B" uses design values
approved 1/30/2013 by ALSC
Special Loads
Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 180 plf at 0.00 to 180 plf at 8.48
TC: From 100 plf at 8.48 to 100 plf at 15.10
BC: From 10 plf at 0. 00 to 10 plf at 15.10
TC: 465 lb Conc. Load at 11.13
Plating Notes
All plates are 6X6 except as noted,
Additional Notes
2x6 #3 HEM -FIR or better continuous strongback.
Attach to each truss where shown with 3-1 Od Box or
Gun nails (0+1 28"x3",min.). Strongback material to
be supplied by erection contractor.
Truss must be installed as shown with top chord up
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: INA
Code / Misc Criteria
Bldg Code: FBC 6th.ed
TPI Std: 2014
Rep Factors Used: Yes
FT/RT: 12(0)/10(0)
Plate Type(s):
WAVE
16212
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.242 E 723 360
VERT(TL): 0.368 E 574 240
HORZ(LL): 0.030 B - -
HORZ(TL): 0.038 B
Creep Factor: 2.0
MaxTCCSI: 0.897
Max BC CSI: 0.693
Max Web CSI: 0.869
VIEWVer: 17.02.01A.1115.21
0
00
COA WNONAL
04/12/2018
111 2X4
A
A Maximum Reactions (Ibs)
Loc R / U /Rw /Rh /RL /W
R 1442 /7.2
J 1670 /3.5
R Min Brg Width Req = 1 5
J Min Brg Width Req = 1.5
Bearings R & J are a rigid surface.
Bearing R requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A-B 0 -973 E - F 0 -3286
B - C 0 -2484 F-G 0 -3123
C - D 0 -3272 G - H 0 -3123
D - E 0 -3287 H - 1 0 -1 1 46
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
Q_P 1942 0 N-M 3287 0
P-0 3027 0 M - L 33
O-N 3027 0 L - K 23
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-R 0 -1411 F - L 0 -478
A-0 1552 0 G - L 0 -578
Q-B 0 _ 1538 L - H 1233 0
B - P 883 0 H - K 0 -1836
P - C 0 -846 K - 1 1826 0
C - N 859 0 1 - 1 0 _ 1624
N - D 0 -427
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatinq, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
cComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattacheTdceilinLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3B7or910
a p '
n c ' py -Details, unless noted otherwis6. Refer to' s a plicab5e. A plates to each face oftruss and position as shown above and on the Joinf
drawings 160A-Z for standard plate positions. ALPINE
Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the . MN' PAW
truss in conformance with ANSIFrPI 1, or for handli4 shippin?, installation and bracing of trussesA seal on this drawing or cover e 2400 Lake Orange Dr. -
listing this drawing, indicates acceptance of pro) essiona engineerin respo,nsibility solely for the cle n.shown. The spilillbilityanduseofthisrawingforanystructureisfheresponsibilityoftheguildingDesignerperANSIITPIllgec2. Suite 150
For more information see thisjob's general notes page and theseweb sites: ALPINE: .alpineitwxom; TPL Ipinstorg; SBCA: .slbcindustry.com; IM Jccsafe.org Orlando FL, 32837
Job Number: N333519 Ply: 1 SEQN: 42753 T57 / SY42 Cust: R R8975 JRef: 1 Wa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA,O2A RAO 1 Qty: 2 FROM:RDG DrwNo: 102.18.1215.10659
Truss Label: FT4 KIA WHK 04/12/2018
6'10"8 1 9'312 14'10"12
6'10"8
1
2'5"4 57'
2'6" 2'6"12 ------ — 1'4"8
5"8
TYP)
4X6
1.5X3 3X4 III 1.5X3 ill4X6
A B C D E F G H I
T 3 1,2
SO
K_
R Q P 0 IN IM L K i
1.5X3 4X4 III 1.5X3 III 1.5X3 4X4 III 1.5X3
1112X4
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLIL: 0.00
BCDL 5.00
Des Ld 55.00
NCBCLL 10.00
Soffit: 2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWIFIRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: INA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 42 SP #2 IN
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "l 3B" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 3X3 except as noted.
Additional Notes
2x6 #3 HEM -FIR or better continuous strongback.
Attach to each truss where shown with 3-1 Od Box or
Gun nails (0. 1 28"x3",min.). Strongback material to
be supplied by erection contractor.
Truss must be installed as shown with top chord up.
14'10"12
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
Pg NA Ct: NA CAT: NA PIP Deflection in loc L/ciefl L/# Loc R U /Rw /Rh /RL /W
Pf: NA Ce: NA VERT(LL): 0.159 D 999 360 R 817 /7.3
Lu NA Cs: NA VERT(TL): 0.349 D 678 240 H 804 /3.5
Snow Duration: NA HORZ(LL): 0.035 B - - R Min Brg Width Req = 1.5
HORZJL) 0.055 B H Min Brg Width Req = 1.5
Code / Misc Criteria Creep Factor: 2.0 Bearings R & H are a rigid surface.
Bldg Code: FBC 6th.ed 201- Max TC CSI: 0.849 Bearing R requires a seat plate.
TPI Std: 2014 Max BC CSI: 0.828
Rep Factors Used: Yes Max Web CSI: 0.456 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs) FT/RT: 12(0)/10(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE VI EW Ver: 17.02. 01 A. 1115.21 A-B 0 -552 E - F 0 -1482
B - C 0 _ 1396 F-G 0 -596
C - D 0 -1783 G - H 0 -641
D - E 0 - 1 789
o.708
0
10
aCON4510NAL
04/12/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
Q-P 1093 0 N-M 1789
0
O-N 1700 0 L - K 1198 00P-0 1700 0 M - L 1785
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A-R 0 -798 C - IN 410 110
A-Q 881 0 E - L 0 575
Q - B 0 -858 L - F 461 0
B - P 482 0 F - K 0 884
P-C 0 -468 K-H 958 0
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing e.r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachTidILationsshownfor9eca _permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3 B7 orasappli '151'e. c7k'IpY V,,Ia'tes to each face of truss and position as shown above and on the Join Details, unless noted otherwis6. kefe to0'
drawings 160A-Z fbr s andard plate positions. A
Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to bui d t
LPINE
I he FrW COMPANY
truss in conformance with ANSIrTPl 1, or for handlinj shippinp, installation and bracing of trussesA sea] on this drawing or coverspa e 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro) essiona engineenn respons,ibility solely for the design shown. The ' labilityanduseofthisrawingforanystructureistheresponsibilityoftheOuildingDesignerperANSIITPI1Sec.2. Suite 150
For more information see this job's general notes page and these web sites ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry,com;ICC: www.iccsafe.org Orlando FL, 32837
Jdb Number: N333519 ply:: 1 SEQN: 42754/ T7 / SY42 Cust RR8975 JRef: 1VVa289750082
VARIOUS 9A6/9A7,258SE/258IvA/258TA,O2A RAO 1 Qty 5 FROM:RDG DrwNo: 102,18.1215.10909
Truss Label: FT5 KM / WHK 04/12/2018
Loading Criteria (pso
TCLL: 40.00
TCDL* 10.00
BCLL: 0.00
BCDL: 5 00
Des Ld: 55.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.00
Spacing: 24.0 "
T5" 12
00
F5"l 2L
5-6" 7'3"4 1 1'4"l 2
66" 1'9"4 41 " 8
V312
2'6 -- -----------
TYP)
3X6 3X4
1.5X3 3X4 3X4 III 1.5X3 -- 3X4 1. 5X3
A B C D E F
1.5X3 1112X4
1112X4
Wind Criteria
Wind Std, NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP- NA
Mean Height: NAft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 42 SP #2 IN
Bot chord 42 SP #2 IN
Webs 4x2 SP #3
Lumber value set "l 313" uses design values
approved 1/30/2013 by ALSC
Additional Notes
See ANSIITPI 1 Sect 7 for additional bracing
requirements. Bracing material to be supplied by
erection contractor.
Truss must be installed as shown with top chord up.
11'4" 12
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A, Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL 1W
Pf* NA Ce: NA VERT(LL): 0.079 C 999 360 N 620
Lu: NA Cs: NA VERT(TL): 0.173 C 999 240 H 607
Snow Duration NA HORZ(LL): 0.021 B - - N Min Brg Width Req = 1.5
HORZ(TL): 0.033 B H Min Brg Width Req = 1.5
Code / Misc Criteria Creep Factor: 2.0 Bearings N & H are a rigid surface.
Bldg Code: FBC 6th.ed 2017Max TC CSI: O 612 Bearing N requires a seat plate.
TPI Std: 2014 Max BC CSI: 0 758
7 3
3.5
Rep Factors Used: Yes Max Web CSI: 0.300 Members not listed have forces less than 375#
FT/RTA 2(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s):
Chords Tens.Comp. Chords Tens. Comp.
WAVE VI EW Ver: 17.02. 01 A. 1115.21 A-B 0 -394 D - E 0 -994
B-C 0 -917 E - F 0 -381
C - D 0 -1001
04/12/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
M - L 779 0 K - J 1001 0
L - K 1004 0 1 - 1 770 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A-N 0 -602 E - 1 0 -618
A-M 629 0 1 - F 606 0
M-B 0 -612 F - H 0 -557
J - E 445 0
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatinq, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
c t Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary.
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattache.TriV ceiliny. Locations shown for permanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3 B7 or 910asapplicabe. App y Oates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to'
drawings 160A-Z for s andard plate positions.
Alpine, a division of ITW Buildin)lComponents Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the
ALPINE
truss in conformance with ANSI PI 1, or for handlinj shippiy installation and bracing of trussesA seal on this drawing or coverspa e
A COMPANY
plistingthisdrawing, indicates acceptance of pro) essiona engineerin respo nsibility solely for the design shown. The ability
2400 Lake Orange Dr.
and use of this rawing for any structure is the responsibilit of the duilding Designer per ANSIITPI 1 Sec.2. Suite 150
For more ;nformation see this job's general notes page and these web sites ALPINE: -.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.con, ICC www.iccsafe.org Orlando FL, 32837
Job Number: N333519 Ply: 1 SEQN: 42755 / T2 / SY42 Cust: RR8975 JRef: lWa289750082
VA RIO US 9A6/9A7,258S E/258MA/258TA 02A RAO 1 Qty: 1 FROM:RDG DrwNo: 102.18.1215,10644
Truss Label: FT6 KM / WHK 04/12/2018
F
512L
co
F5"12
L
5'6" 7'1 1 11'4"8 1
5'6" 1'6"12 1 4'3"12
V312 5"4
2'6"
TYP)
3X6 3X3
1.5X3 3X4 3X4 III 1.5X3 --3X3 1113X6
A B C D E F G H
O N
WA
M L
1111 9Vq
K
VA
i
VA
I
111 .1
1.5X3
1112X4
Loading Criteria (psf) Wind Criteria
TCLL 40.00 Wind Std* NA
TCDL: 10.00 Speed: NA mph
BCLL 0.00 Enclosure: NA
BCDL: 500 Category: NA
EXP NA
Des Ld: 55.00 Mean Height: NA ft
NCBCLL, 10.00 TCDL: NA psf
Soffit: 2.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 C&C Dist a: NA ft
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/112013)
Top chord 4x2 SP #2 N
Bot chord 42 SP #2 N
Webs 42 SP #3
Lumber value set "l 313" uses design values
approved 1/30/2013 by ALSC
Additional Notes
See ANSI/TPI 1 Sect 7 for additional bracing
requirements. Bracing material to be supplied by
erection contractor.
Truss must be installed as shown with top chord up,
3"
11'4"8 1
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT NA PP Deflection in loc L/defl Lj# Loc R / U /Rw /Rh /RL W
Pf NA Ce: INA VERT(LL): 0.077 L 999 360 0 625 / 7.3
Lu: NA Cs: NA VERT(TL): 0.154 C 999 240 G 610 /- 3.3
Snow Duration: NA HORZ(LL): 0.018 B - - 0 Min Brg Width Req = 1.5
HORZ(TL): 0.029 B G Min Brg Width Req = 1.5
Code / Misc Criteria Creep Factor: 2.0 Bearings 0 & G are a rigid surface.
Bldg Code: FBC 6th.ed 201 Max TC CSI* 0.639 Bearing 0 requires a seat plate.
TPI Std: 2014 Max BC CSI: 0.698
Rep Factors Used: Yes Max Web CSI: 0.319 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0)
Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE VI EW Ver: 17.02. 01 A. 1115.21 A-B 0 -398 D - E 0 -1020
B-C 0 -929 E - F 0 -406
C - D 0 -1026 F - G 0 -448
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
N-M 785 0 L - K 1026 0
M - L 1028 0 K - J 851 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-0 0 -607 K - E 377 0
A-N 635 0 E - J 0 -640
N - B 0 _ 616 J - G 669 0
0
COA ONAIL
04/12/2018
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatinp, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCS] (Building
cComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary.
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattachedriqidceilinq. Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or 910
as applicable. AppTy ,Iates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to'
drawings 160A-Z for s andard plate positions. ALPINE
Alpine, a division of ITW Buildin)lComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the -CO.MW
truss in conformance with ANSI PI 1, or for handlinj shippin?, installation and bracing of trussesA seal on this drawing or cover e 2400 Lake Orange Dr.
listing this drawing, indicates acceptance of pro) essiona enginfetereinguresponsibility solely for the design shown. The spi'Mability
and use of this rawing for any structure is the responsibility 0 in ilding Designer per ANSI[TPI 1 Sec.2. Suite 1
For more information see this job's general notes page and these web sites: ALPINE: .alpineitw.com, TPI: Apinst.org, SBCA: .sbcindustry.com; ICC: Jccsafe.org Orlando FL, 32837
Ab Number: N333519 ply:: 1 SEQN:42756/ T1 / SY42 Cust RR8975 JRef: lWa2897500
VARIOUS 9A619A7,258SE/258MA/258TA,02A,RA01 Qty 10 FROM:RDG DrwNo: 102.18,1215.10565
Truss Label: FT7 KM / WHK 04/12/2018
Loading Criteria (pso
TCLL: 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.00
Spacing: 24.0 "
5'13" 71 "2 11'4"10
1
5'6" 17-2 4'3"8 1
2'6"
V312 5"
TYP)
73X6 3X3
1.5X3 3X4 3X4 III 1.5X3 3X3 1113X6
A B C D E F G H
5"12
90
5" 12
L--j L
0 IN M L K
3X4
1.5X3 3X4 1111. 5X3 3X4 3X4 111.5X3
111 2X4
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 42 SP #2 N
Bot chord 4x2 SP #2 N
Webs 4x2 SP #3
Lumber value set "l 313" uses design values
approved 1/30/2013 by ALSC
Additional Notes
See ANSI1TPI 1 Sect 7 for additional bracing
requirements. Bracing material to be supplied by
erection contractor.
Truss must be installed as shown with top chord up.
1 V41 0
Snow Criteria (pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs)
Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL /W
0 626 / /7.2
Pf: NA Ce: NA VERT(LL): 0.078 L 999 360
Lu NA Cs: NA VERT(TL): 0.157 C 999 240 G 609 /- /3.0
Snow Duration: NA HORZ(LL): 0.018 B - - 0 MinBrgWidthReq= 1.5
HORZ(TL): 0.029 B G Min Brg Width Req = 1.5
Code / Misc Criteria Creep Factor 2.0 Bearings 0 & G are a rigid surface.
Bldg Code: FBC 6th.ed 201 - Max TC CSI: 0.643 Bearing 0 requires a seat plate.
TPI Std: 2014 Max BC CSI: 0.705
Rep Factors Used: Yes Max Web CSI 0.320 Members not listed have forces less than 375#
FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp. Plate Type(s):
VIEWVer: 17.02.01A.1115.21 A-B 0 -399 D - E 0 -1025
0 -933 E - F 0 -403
WAVE
C - D 0 -1031 F-G 0 -449
04/12/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
N-M 788 0 L - K 1031 0
M - L 1033 0 K-J 854 0
Maximum Web Forces Per Ply (Ibs)
Webs- Tens.Comp. Webs Tens. Comp.
A-0 0 -609 K - E 381 0
A-N 637 0 E - J 0 -642
IN - B 0 -618 J-G 672 0
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatinq, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) or sa ety practices prior to performing these functions, Installers shall provide temporary
bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattache.yriwd cellin,?,. Locations shown forpermanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3, B7 or R1 0
as applicab e. App y v,,Iates to each face of truss and position as shown above and on the Joint'"Details, unless noted otherwise. Refer to'
drawings 160A-Z for s andard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ALPINE
truss in conformance with ANSITTPI 1, or for lhandlin shippinp, installation and bracing of trussesA seal on this drawing or cover pa e
AN nV
listing this drawing, indicates acceptance of pro) essiona. s., Pability 2400 Lake Orange Dr. p.ngionfetereinguresponsibility solely for the design shown. The
and use of this rawing for any structure is t e responsibility h ilding Designer per ANSI/TPI 1 Sec.2. Suite 150
For more information see this job's general notes page and these web sites: ALPINE: alpineim.com; TPI: .tpinst.org; SBCA: — sbandustry.com; ICC: Jccsafe.org Orlando FL, 32837
Job Number: N333519 ply:: 1 SEQN 42757 1 Tl 3 / SY42 Cust R R8975 JRef I VVa289750082
VAR 10 US 9A6/9A7,258 SE/2 58MA/258TA 02A RAO 1 Qty 1 FROM:RDG DrwNo: 102.18.1215.10146
Truss Label: FT7GE KM / WHK 04/12/2018
i 2 5 1'1 2 14
3 22" 12 2'9':'
1'3" -
5"
j 1'2"8 VY 17' 1'2"2 17-6 -j
3X3
4X4 1114X4 1113X4 —3X3 1113X6 6X6
A B C D E F G H I J K
J
T
3" =B
5"12
P 0 N M L
F S Q
1114X4 6X6
11111112X4 3X4
1 5'3"14 6'11
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 WindStd: ASCE7-10
TCDL 10.00 Speed: 150 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 5.00 Risk Category: 11
Des Loll: 55.00
EXP: C
Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 3.0 psf
Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration, 1.00
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #1 :T2 42 SID #2 N:
Bot chord 42 SP #2 N
Webs 4x2 SID #3
Lumber value set '1313" uses design values
approved 1/30/2013 by ALSC
Special Loads
Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 291 plf at 0.00 to 350 plf at 5.88
TC: From 387 plf at 5.88 to 387 plf at 11.28
BC: From 10 plf at 0.00 to 10 plf at 10.97
Plating Notes
All plates are 1.5X3 except as noted,
Wind
Wind loads based on MWIFIRS with additional C&C
member design.
Additional Notes
See ANSI/TPI 1 Sect 7 for additional bracing
requirements. Bracing material to be supplied by
erection contractor.
Provide for complete drainage of roof.
Truss must be installed as shown with top chord up.
11'4" 14
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N)
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/l 0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.053 N 999 360
VERT(TL): 0.213 N 554 240
HORZ(LL): -0.011 J - -
HORZ(TL): 0.026 J
Creep Factor: 2.0
MaxTCCSI: 0.881
Max BC CSI: 0.908
Max Web CSI- 0.760
A Maximum Reactions (lbs), or *=PLF
Loc R U /Rw /Rh /RL /W
T* 316 29 /30 / - / - 60.7
P 1158 /99 /95 1- 6.4
J 1330 /112 /102 /- 3.2
Wind reactions based on MWIFIRS
T Min BrgWidth Req = -
P Min Brg Width Req = 1.5
J Min Brg Width Req = 1.5
Bearings T, P, & J are a rigid surface.
Bearings T & P require a seat plate.
Members not listed have forces less than 375#
VIEW Ver 17.0 Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
E - F 220 -1200 H - 1 211 -1099
F - G 226 -1233 1 - 1 204 -1069
G-H 205 -1076
04/12/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
P-0 420 -86 N-M 1238 -227
0 - N 1233 -226
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A-T 119 -655 E-0 1239 -214
A - S 576 -117 0 - F 135 -824
S - B 116 -453 M - J 1597 -305
P - E 203 -1200
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
C - R 94 -425 1 - M 184 -913
D-Q 80 -444
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Truss)es require extreme care in fabricating, handli% shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingCom
I
onent Safety Information, by TPI an SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporary
braci g per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly
attac ied riqtd ceilinp. Locations shown forpermanent lateral restraint of webs shall have bracing inslalled per BCS1 sections B3, B7 or 910, as al plicaffle. _AppTy plates to each face of truss and position as shown above and on the Joini Details, unless noted otherwise. Refer to
draw ngs 160A Z for standard plate positions.
Alpine, a division of ITW Buildin ALPINE
AComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANPMCOMPANY
truss in conformance with ANSI PI 1, or for handlinj shippinV, installation and bracing of trussesA sea] on this drawing or coversp e 2400 Lake Orange Dr.
listing this drawing, indicates acceptance of pro) essiona engin nsibility solely for the design shown. The bilityyerundrespcanduseofthisrawingforanystructureisfireresponsibilityotheuildingDesignerperANSUTPI1Sec.2. Suite 150
IFor more information see this job's general notes page and these eb sites: ALPINE: .alpineitwconn; TPI: Apinst.org; SBCA: .sbcindustry.com; ICC: Jccsafe.org Orlando FL, 32837
Ab Number: N333519 Ply: 1 SEQN: 42758 / T3 / SY42 Cust: RR8975 JRef: lWa289750082
VARIOUS 9A6/9A7,258SE/258MA/258TA 02A RAO 1 Qty: 1 FROM:RDG DrwNo: 102.18.1215.11220
Truss Label: FT8G I KM / WHK 04/12/2018
Loading Criteria (psf)
TCLL* 40.00
TCDL: 10.00
BCLL: 0.00
BCDL* 5.00
Des Ld: 55.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 42 SP #2 N
Bot chord 42 SP #2 N
Webs 42 SP #3
Lumber value set "l 313" uses design values
approved 1/30/2013 by ALSC
Special Loads
Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0. 00 to 100 plf at 3.43
BC: From 10 plf at 0.00 to 10 plf at 3.43
TC: 610 lb Conc. Load at 1. 58
Additional Notes
Truss must be installed as shown with top chord up.
117-8 1 3'5"3
17'8 1-78
1'3" 12
1-3"12
1111 5X3
4X4 III 1.5X3 3X6
A B C D
1112X4
G F
3X4
3X4
k — 3'5"3
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT Ni
Pf NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT: 12(0)110(0)
Plate Type(s):
WAVE
Defl/CSI Criteria A Maximum Reactions (Ibs)
PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W
H 522 /4.0VERT(LL): 0.016 B 999 360
VERT(TL): 0.028 B 999 240 E 465
HORZ(LL): 0.002 B - - H Min Brg Width Req = 1.5
HORZ(TL): 0.003 B E Min Brg Width Req = -
Creep Factor: 2.0 Bearing H is a rigid surface.
Max TC CSI: 0.275
Max BC CSI: 0.294 Members not listed have forces less than 375#
Max Web CSI: 0.259 Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 0 -391 C - D 0 -376
Maximum Bot Chord Forces Per Ply (Ibs)
VIEW Ver: 17.02.01A.1115.21
Chords Tens.Comp.
G-F 391 0
0
0.
0
COA N AL v,
04/12/2018
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-H 0 -494 F - D 545 0
A-G 533 0 D-E 0 -447
G-B 0 -471
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatincl, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
c EComponentSafetyInformation, by TPI and SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary
bracing er BCSI. Unless rioted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattacheTriijdceiliny. Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3 B7 or 910asapplicabe. App y Oates to each face of truss and position as shown above and on the Join, Details, unless noted otherwis6. Refer to'
drawings 160A-Z for s andard plate positions, ALPINE
Alpine, a division of ITW Buildin,Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the AN FFW COMPANYtrussinconformancewithANSIPI1, or for handlinT shippin?, installation and bracing of trussesA seal on this drawing or cover.pa e 2400 Lake Orange Dr.
listing this drawing, indicates acceptance (?f pro) essiona engineerin respo nsibility solely for the design shown. The , PabilityanduseofthisrawingforanystructureistheresponsibilityoftheguildingDesignerperANSIrTPI1Sec.2. Suite 150
For more information see thisjob's general notes page and these web sites: ALPINE: .alpineitw.com; TPI: .tpinst.org; SBCA: .sbcindustry.com; [CC Jccsafe.org Orlando FL, 32837
Jo - b Number: N333519 Ply: 1 SEQN: 42759/ T73 I SY42 Cust: RR8975 JRRef* 1W.289753o082
VARIOUS 9A6/9A7,258SE/258MA/258TA,02A,RA01 Qty: 1 FROM:HMT DrwNo: 102.18.1215.10894
Truss Label: FT10G KID / WHK 04/12/2018
Loading Criteria (psf)
TCLL: 40.00
TCDL* 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure- NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist- NA
C&C Dist a: NA ft
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 N
Bot chord 4x2 SP #2 N
Webs 42 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Special Loads
Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 4 plf at 0.00 to 4 plf at 4.00
BC: From 10 plf at 0.00 to 10 pit at 4.00
TC: 804 lb Conc. Load at 0. 15, 0.34, 2.15
Additional Notes
Truss must be installed as shown with top chord up.
T
17'8 2'47 311"15
17'8 8"15 V78
VS-12
F 1'3"12
4X6 1112X4 1 12X4 3X6
A B C D
H G F E
4X4 4X4 1112X4
I. — 3'11 " 15
Snow Criteria (Pg,Pf in PSF)
Pg: NA Cti NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std 2014
Rep Factors Used: Yes
FT/RT: 12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.023 C 999 360
VERT(TL): 0.042 C 999 240
HORZ(LL): -0.009 D - -
HORZ(TL): 0.013 D
Creep Factor: 2.0
Max TC CSI: 0.860
Max BC CSI: 0.319
Max Web CSI: 0.384
VIEWVer: 17.02.01A.1115.21
H.
44\ 64, 6E
08
0
COA NA
04/12/2018
A Maximum Reactions (Ibs)
Loc R / U /Rw /Rh /RL /W
H 2008 / /4.0
E 505 /
H Min Brg Width Req = 1.5
E Min Brg Width Req = -
Bearing H is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A-B 0 -416 C-D 0 -415
B - C 0 -438
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
G-F 438 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-H 0 -2011 C - F 0 -475
A-G 692 0 F - D 597 0
G - B 0 -450 D - E 0 -468
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) or sa Ety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erlyattachedrigidceiliny. Locations shown forpermanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3 B7 or 9103Details, unless noted otherwis6. as applicab e. App y ,,Iates to each face oftruss and position as shown above and on the Joint Refer to'
drawings 160A-Z fbr s andard plate positions.
Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ALPINEtrussinconformancewithANSIFI-Pl 1, or for handlinj shippiy installation and bracing of trussesA seal on this drawing or coverspa e '
MPANY
listing this drawino, indicates acceptance of pro) essiona engineerm responsibility solely for the design shown. The , Ability 2400 Lake Orange Dr.
and use of this rawing for any structure is fhe responsibility of the Ruilding Designer per ANSIITPI 1 Sec.2. Suite 150
IFor more infUmation see this job's general notes page and these web sites: ALPINE .aipjneitwxorn; TPI: Apinst.org; SBCA: .sbcindustry.corn; ICC Jccsafe.org
Orlando FL, 32837
GaIoLe Stud Reinf orcement DetaR
ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, EncLosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 15' Mean Height, PartiatLy Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph WInd Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Ori 120 minh WInd Sneed. 15' Mean Heloht. Partlattv Fnrin<prj Fxnn,-= n kr+ = I nn
2x4 Bra,ce
Gable Vertical. "::
c7SpacingSpeciesIGrade:
No
Braces
1) lx4 'L' Brace K 1) 2x4 'L' Brace lK 2) 2x4 'L' Brace ww 1) 2x6 'L' Brace w 2) 2x6 'L' BrQce NA
Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B
1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 81 11 9' 3' 9' 7' 12' 2' 8' 14' 0' 14' 0'
0)
SPF 3 3' 8' 5' 9' 6' 2- 7' 81 7' 11' 91 1. 9' 6' 12, 01
12'
12' 6' 14' 0' 14' 0'
U
HF stucl 3 , 8. 5' 9- 6' 1' 7' 8- 7' 11' 91 11 91 61 12' 0' 12' 6' 14' 0' 14' 0'
0 Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 81 ill 9' 6' 10' 4' 11' V 14' 0' 14' 0'
1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 91 a, 12' 4' 12' 9' 14' 0' 14' 0'
S P 2 31 10, 6' 7- 0. 6' 10' 7' 9 1 81 11 9' 3- 9' 7' 12' 2' 12' 81 14' 0' 14' 0'
3 3' 9' 5' 3' 5' 7' K7'9'
6' 11' 7' 5' 91 2. 9' 7- 10, 111 ill 81 14' 0' 14' 0'
DFL Stud 3' 9' 5'_ 3' 5' 7' 61 111 7 ' 5- 9' 2' 9' 7- 10, ill ill 81 14' 0' 14'-0,
C5 Standard 3' 6' 4' 7- 4' 11' 6' 2' 6' 7' 8' 4' 81 111 1), 81 10' 4' 13' 1' 14' 0'
U 1 / #2 4' 5' 7' 6' 8' 10' 9' 3' 10' 7' ill 01 13, 111 14' 0' 14' 0' 14' 0' SPF 3 4' 2' 7' 1' 7' 9' 81 91 91 1. 10' 5' io, 10, 13' 9' 14' 0' 14' 0' 14' 0'
L U HF stud 4' 2' 7' 1- 7' 6' 81 9. 91 11 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0'
Qj 0 Standard 4' 2' 1 1 6' 5- 8 11. 8' 8- 10' 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0'
1 4' 7'
6'
7' 7' 7' 11' 91 01 9' 4' 10, 81 111 11 14' 0' 14' 0' 14' 0' V
S P 2 4' 5' 7' 6' 7' 9' 81 iol 9' 3- 10' 7' 01 13' 11' 14' 0' 14' 0' 14' 0'
3 4' 4' 6' 5- 6' 10' 8' 6' 91 11 10' 6'
11,
10, ill 13' 4' 14' 0' T14' 0' 470-
0i DFL Stud 4' 4' 6' 5' 6' 10' 8' 6- 91 il 10' 6' 10' 11' 13' 4' 14' 0' 0' 14' 0
Standard 4 2 ' 5 8- 6 0 7 ' 6 ' 81 01 10' 2 10, 10, 111 10, 12' 7'
14'
14' 0' 14' 0
0 1 / #2 4 10' 8 3- 8 7 91 9. 10' 2 10' 7 12' 1 14' 0 14' 0 14' 0 14' 0
C5 SPF 3 4 7 8 2 8 5 91 81 10, 01 11' 6 12' 0 14' 0 14' 0 14' 0 14' 0
Lr3 u HF stud 4 7- 8 2' 8 5 91 8. 10, 01 11' 6 12' 0 14' 0 14' 0 14-' 0' 14' 0
0 Standard 4' 7' 7 0' 7' 5 9' 4 ' 10, 01 11' 6 12' 0 14' 0 14' 0 14' 0' 14' 0
X 1 5' 1 ' 8 5' 81 81 91 ill 10' 3 ' ill 91 12' 3' 14' 0 14' O'_ 14' 0' O'_
S P 2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' 1- 14' 0' 14' 0' 14' 0'
14'
14' 0'
3 4' 9' 7' 4'.- 7' 10' 91 81 10, 11 11' 7' 12' 0' 14' V 14' 0. 14' 0' 14' 0'
DFL Stud 41 9. 7' 4' 7' 10' 91 81 10, 1- 11' 7' 2 0 14' 0' 14' 0' 14' Off 14' 0'
Standard 4' 7' 6' 6- 6' 11' 8' 8' 9' 3- 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0'
Diagonal brace aptioni
vertical length may be
doubled when diagonal
brace Is used. Connect
dlagonat brace for 600#
at each end. Max web
total length Is 14'.
Vertical, Length shown
In table above.
Connect dIagon6l at
midDaint of verticat web.
A_L_PiNV
AN IrW G0MAkNY
1 3723\ Riverport\ Drive
I Suite\ 200
1 Maryland\ Heights,\ MO\ 63043
2x6 DF-L #2 or
better dlag.mal
bracej single
or double cut
as shown) at
upper end.
TmmAbout
NVI Refer to chart
WARNM— READ AND FOLLOW ALL NOTES [IN THIS DRAVINGI IDVORTANTFLIRNISHTHISDRAWINGTOALLCONTRACTORSINCLUDINGTHEINSTALLERS.=
Trusses require extreme care In fabricating, handling, shipping, Installing and bracl"g' 'ef,
t1ow the latest edition of BCS1 (Building component Safety Informatior, by TPI and SICA) far
ct,
mp r. y braa — prior t performing these function& InstaLters shot( provide te C,.g p
Less noted otherwise, top chord shalt have property attached struicture t thr" and ,atitaUhaveapropertyattachedrIgIdcelking. Locations shown for permanent lateral restraint
all have b—cing installed per BCS1 sections B3, B7 or BLO, as applicable. Appty ptates to eacA
truss and position as shown above and on the Joint Detalts, uintess noted otherwise.
fer to drawings 160A-Z for standard plate positions.
At"Ine, a divislon of ITW Buiding CoeVoments Group Ihc shatt not be responsilot. for any dvl.,U
1. drawing, any faltuire to bultd the truss In conformance with ANSVTPI 1, or far h—alting, whipi
tattation bracing of trusses.
A seat on this drawing or covw page Ilk"m this drawing, Indicates acceptance of professional
gineering resporkslialtity solely for the design shown. The suitability and use of this drawling
r any structwe Is the responsibility of the Building Designer per ANSI/TPI I SecZ
PI For more Information see this job's general notes page and these web sitesiALNE w—atpineltsuconj TPI- www.tpinst.org) SDCA www.sbcInd try.org) 100 wwwJc safe.org
S 0 - wei
we
NA
BracIng Group Species and Gradesi
Group A:
P uce-PIne-FIr Hem -Fir
1 -nd-rd 1 #2 1 Stu1
i/3 #
2 Slt.di 1 #3 Istand
Douqtas Fir-Ltrch Southern Plne*ww
i 2 #3
stud Stud
I Standard
Group B:
Hem -Fir
I L 11"
1
D I. FI L ch Southern Pinewum
ElEd-
Ix4 Braces sha(L be SIRB (Stress -Rated Board).
KawFor Ix4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards roup BAdovaluesmaybeusedwiththesees.
GabLe Truss DetcL!L Notesi
WInd Load deflection crIteram Is L/240,
Provide uplift connections for 75 ptf over
continuous bearing (5 psf TC Dead Load).
Gable end supports Load from 4' 0' outtookers
wit 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces Ith 10d <0.128'x3.0' tnIn) nails,
K For (1) 'L' la r ac :1 s pace nalks at 2' a.c.
In 18' end zones and 4' o.c. between zones.
K)KFor (2) 'L' braces space nails at 3' o,c.
In 18' end zones and 6' o.c. between zones.
L' bracing must be a minimum of SO/ of web
member Length.
Gable Vertical Plate Sizes
Vertical Length No Sp Ice
Less than 4' 0' 2X3
Greater than 4' 0', but
3X4
less than 11' 6'
Greater tha- W 04
Refer to common truss design for
peak, splice, and heel plates.
Refer to the BuRcling Designer for conditions
not addressed by this cletalt.
REF ASCE7-10-GABI6015
DATE 10/01/14
DRWG A160i5ENC101014
MAX, TOT, LD. 60 PSF
MAX, SPACING 24.0'
Galo(e Stud Reinforcement Detai(
ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enc(osed, Exposure C, Kzt = 1.00
Or: 140 MPH Wind Speed, 30' Mean Height, Partla(Ly Enclosed, Exposure C, Kzt 1.00
Or 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Orr 120 mnh Wind Snppd. qD' Mpern H Inh+ Pmr+lnii, r—in-4 r--- n v,+ i nn
2x4 BraceBrace
Galote VertIcal.
Spacing Species G rade
No
Braces
1) Ix4 'L" Brace 1( 1) 2x4 'L' Brace )K 2) 2x4 'L' Brace wm 1) 2x6 'L' Brace im 2) 2x6 'L' Brace NN
Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B
2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 81 91 9' 2- 11' 7' 12' 0' 13' 9' 14' 0-__
U
SPF#
1
3 3' 6' 5' 5- 5' 9' 7' 2' 7' 7' 81 8. 91 11 ill 31 13' 7' 14' 0'
HF stud 3' 6' 5' 4' 51 81 7' 2' 7' 7- 81 8. 91 11 11' 2' 13' 7' 14' 0'
0 Standard 3' 6- 4' 7' 4' 11' 6' 2' 6' 7' 8' 4- 81 ill 91 81 10' 4' 1 13' 1' 14' 0'
1 3' 10' 6' 4' 7- 7' 6' 7' 9' 81 ill 9' 3' ill 91 12' 2' 13' 11' 14' 0'
S P 2 3' 8' 6' V
6'
6'-6' 7' 5' 7' 8- 81 1), 9' 2' 11' 7' 12' 0' 13' 9' F47 0--
3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 81 1), 1), 1. 10, 11 10, 10, 13' 8' 14' 0'
Ri DFL StudI 3' 7' 4' 10, 5' 2' 6' 5- 6' 11' 81 9. 91 11 10, 11 10, 10, 13' 8' 14' 0'
Standard 3' 3' 4 3' 4' 7- 5' 8' 6' 1- 7' 9' 8' 3' 81 ill 9' 7' 12' 2' 13, F_
U 1 / #2 4' 2' 7' 2' 7' 5- 8' 5' 8' 9- 10, 11 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' SPF 3 4' 0' 6' 7' 7' 5- 8' 4- 81 8. 91 ill 10' 4' 13, 11 13' 7' 14' 0' 14' 0'
HF stucl
4' 0' 6' 7' 7' 0' 8' 4- 81 81 91 ill 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' Uo Standard 4' 0- 5' 8' 6' 0' 7' 6- 81 01 91 ill 10' 4' Ill 10, 12' 8' 14' 0' 0'
1 4' 5' 7' 3' 7' 6- 8' 7- 81 ill 2' 10' 7' 13' 5' 13' 11' 14' 0'
14'
14' 0'
SP 2 4' 2' 7' 2- 7' 5' 8' 5' 81 9.
10'
10, 11 10' 6' 13' 3' 13' 9' 14' 0' 14' 0'
3 4' 1' 5' 11' 6' 4- 7' 11' 8' 5' 10, 01 10' 5' 12' 5' 13' 3' 14' 01 14' U'
1) DFL Stud 4' 1- 5' 11' 6' 4' 7' 11' 8' 5' 10, 01 10' 5' 12' 5' 13' 3' 14' 0' 14' 0'
Standard 4' 0' 5' 3' 5' 7' 7' 0' 77--6' 9' 5' 10' 2' ill 01 ill 91 14' 0' 14' 0'
1 / #2 4' 8- 7' 11' 8' 2' 9' 4- 91 81 10, 11 11' 6' 14' 0' 14' 0' 14' 0' 14' 0'
d SPF 3 4-' 5' 7' 7' 8' 1- 9' 2' 9' 6' 10, ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0'
LD U HF stud 4' 5' 7' 7' 81 1. T 2- 9' 6- 10, Ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0'
o Standard 4' 5' 6' 6' 6' 11' 8' 8' 91 31 10, ill 11' 5' 13' 7' 14' 0' 14' 0' 14' 0'
X 1 4 10, 81 0. 8' 3' M7'3
9' 5' 91 9. il, 21 ill 81 14' 0' 14' 0' 14' 0' 14' 0'
S P 2 4' 8' 7' 11' 8' 2' 9' 4- 91 8. Ill 11 11' 6- T__T4'ol 14' 0' 14" 0' 14' V
3 4' 6' 6' 10- 91 il 9' 7 Ill 01 Ill 61 0. 1 14 ; 2-' 1 -
DFL stud 4 6 6 10' 7' 3' 9' 1- 9' 7' ill 01 11' 6- 1 14' 0- 14' 01 0, 1 o- 14' 0' L
Standard 4 5 6 V 6' 5' 1 8' l' il, 11' 5- 1 12' 8' 13' 7'
Bracing Group Species and Grades,
Group A:
pruce-Pine-Fir Hem -Fir
1,/ #2 !St5 nclard 1 #2 Stu
3 5; 1A11 #3 lStani
Douqtas Fir -Larch Southern Pinexxx
2 i #3
Stud Stud
Standard
Group B:
Hem -Fir
1 L B!
Dou Las FIr-Larch Southern PInewww
1 #1
2 #2
Ix4 Braces shot( be SRB (Stress -Rated Board).
swwFor Ix4 So. Pine use only InclustrIat 55 or
rdsIndustrial45Stress -Rated Boa
gr"
Group B
values may be used with these S.
babLe Truss DetcLiL Notes;
Wind Load deflection criterion Is L/240.
Provide uplift connections for 135 ptf over
continuous bearIng <5 psF TC Dead Load).
Gable end supports Load from 4' 0' outtookers
with 2' 0' overhang, or 12' plywood overhang.
About Attach 'L' braces with 10d (0.128'x3.0' min) malls.
Truss A For (1) 'L' brace- space nails at 2' o.c. Gable
In IS' end zones and 4' o.c. between zones.
Diagonal brace option K)KFor (2) 'L' braces- space molls at 3' o.c.
vertical length may be T In 18' end zones and 6' o.c. between zones.
doubled when diagonal K L' bracing must be a minimum of 80% of web
brace Is used. Connect L member Length.
diagonal brace for 690# fateachend. Max web Brace Galote Vertical Plate Sizes
total length Is 14 A0K V rtca' n
A
2X6 DF-L #2 or
L__ -t-
Less than 4 0'
p ce
2XA F
better diagonal U01 I 441,i Greater than 4' 0', lout
4X4
Vertical length shown 41 lardcej single
is,
In table above.
4 51*
or double cut
as L I
F)
shown) at
ini W ki eel Refer to common truss design for
upper end.
u U U_p . 1 .
1
0 -Lt.. melu peak, splice, and heet plates,
Connect dIagonaCat
a6 -` iliom
J1
Refer to the Building Designer for conditions
midpoint of vertical web. NN Refer to chart ve
1
r ng not addressed by this detalt.
VARNINGI— READ AND FOLLOW ALL NOTES 13N THIS BRAVING
IMPORTANT FURNISH THIS BRAVING TO ALL C13NTRACTORS INCLUDING TW INSTALLERS. REF ASCE7-10-GAB16030
Truss@ require extre e care In fabricating, handling, shipping, Installing and bracing. Refer
th tatest ecittion7f BCSI (BuRdIng Component Safety Information, by TpI and SBCA) for f*Y DATE 10/01/14
practices prior to performing thes,e functions. Installers shalt provide temporary br,,I,g per CSI.
Un'... noted otherwlse, top chord shaR have property attached structural she. h and bott hard,
hatt have d property attached rigid celLing. Locations shown for Permanent (atetramQre,trInt1,1,*
haL( have bracing ImstaUed per BCSI sections D3, B7 or BI0, as applicable, Apply P(.,,e. to e.
DRWG A16030ENCIOIO14
L-FRO er s. position as shown above and on the Joint Details, umiess noted otherwise.
R to 16GA-Z far
weruwingsstandardplatepositions.
Alpine, a division of ITW DuRdIng Components Group Inc. be far dvI.tI
MANrrWC0 PAW
shall not responsibLe any
t .
1
h1s.dr,""g, any f*Ikure to build the truss In conformance with ANSI/TPI 1, or for handting, 0shipping,
nst ttation bracJng of trusses.
o
MAX, TOT, LD, 60 PSF
A seat an this drawing or cover page Listing this drawing, Indicates acceptance of Professional AAL13723\ Riverport\ Drive engineering nesponidblitty solely far the design sham The sultmallilty wW use of this cimeing
farSuite\ 200 any structure Is the responslic" of the DuRcing Dsdgr per ANSI/TPI I S...?
Maryland\ Heights,\ MO\ 63043 For more Information see this job's genera( notes page and these web sites,
ALPIND www.a(pinalt—am) TPD SBCA- ICC- MAX. SPACINT7 Zdwww.tpinst.org) w—sbcIndustry,org) wwwJccsafe.org 1(-(-)A jja+j/2018
Gok(e Stud Reinforcement Detai(
ASCE 7-10: 180 mph Wind Speed, 15' Mean Height, Enc osed, Exposure C, Kzt = 1.00
Or, 160 mph Wind Speed, 15' Mean Height, Portlatty Enclosed, Exposure C, Kzt = 1.00
Or- 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00
7:: 2x4 Bracea
Galote Vertical
acSpacingSpeciesIGrade
No
Braces
1) lx4 'L Brace is 1 (1) 2x4 'L' Brace 9 2) 2x4 'L' Brace we 1) 2x6 'L' Brace N 2) 2x6 'L' Brace ED
Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B
1 / #2 3' 6- 6' 0 6' 3' 7' 1' 7' 4' 8' 5' 81 91 11' 7' 13' 3' 13' 9'
0) U
SPF 3 3' 4- 5' 1' 5' 5- 6' 9- 7' 3' 8' 4- 8' 8' 10' 7' 11' 4' 13' 1' 13 7F
HF stucl 3' 4- 5' 0' 5' 4' 6' 9- 7' 2' 8' 4' 81 81 10, 61 11' 3' 13' V 13' 7'
0 Standard 3' 4' 4' 4- 4' 7' 5' 9' 6' 21 7' 10' 81 5. 91 11 91 81 12' 4' 13' 2'
Qj 1 3' 8- 6 ' 1' 6' 4' 7' 21 7' 5' 8' 6' 81 10, ill 31 ill 81 13' 4' 13, ill
j S P 2 3' 6' 5' 9' 6' 2 , 7' 1' 7' 4' 8' 5' 81 9. ill 11 11' 7' 13' 3' 13' 9'
1Q_ 3 3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' 81 9. 91 61 10' 2' 12' 11' 11
Ri DFL Stud 3' 5' 4' 7- 4' 10' 6' 1- 6' 6- 81 21 81 91 9' 6' 10, 21 12' 11' 13' 8'
1 Standard 3' 1- 4' 0' 4' 3' 5' 4' 5' 91 7' 3- 7' 9' 8' 5' 91 01 11' 5' 12' 3'
U 1 / #2 4' 0' 6' 10' 7' 21 81 1. 8' 5- 91 81 10, 11 12' 9' 13' 3' 14' 0' 14' 0' SPF 3 31 10, 6' 21 7' 2' 81 01 8' 4' 9' 71 91 ill 12' 7' 131 11 14' 0' 14' 0'
U HF stud 3' 10' 6' 2' 6' 71 81 01 8' 4- 9' 7' 91 111 12' 7' 13' 1' 14' 0' 1 4 0
aj o Standard 3' 10' 5' 4' 5' 8' 7' 11 7' 7' 9' 7- 91 111 ill 11 Ill ill 14' 0' 14' 0'
1 4' 3- 7' 0' 7' 3- 8' 3- 81 6. 91 91 10, 21 12, ill 13' 5'_ 0' 14' 0'
SP 2 4' 0' 6' 10' 7' 2' 81 11 8' 5- 91 81 10, 11 91 13' 3'
14'
14' 0' 14' 0'
3 3' 11' 5' 71 5' 11' 7' 5- 7' 11' 9' 7' 10, 01
12,
ill 81 12' 6' 14' 0' 14' 0'
CU DFL Stud 3' 11' 5' 7- 5' 11' 7' 5' 7' 11' 9' 7- 10, 01 ill 81 12' 6' 14' 0' 14' 0'
Standard 3' 9' 4' 11' 5' 3- 6' 7' 7' 0' 81 11, 9' 6' 10' 4' ill 11 14' 0' 14' 0
2 4' 5- 7' 7' 7' 101 el it, 9' 3' 91 81 11 14' 0' 14' 0' 14' 0' 14 , 0SPF#
1
3 4' 31 7' 2 71 71 81 10, 91 21 10' 61
11,
10, it, 13' 10' 14' 0' 0' 14' 0'
LD U HF stucl
4' 3- 7' V 7' 7' a, 10, 9' 2- 10' 6' 10, 111 13' 10' 14' 0'
14'
14' 0' 14' 0'
0 Standard 4' 3- 6' 2' 6' 6' 8' 2' 81 9. 10' 6' 10, ill 12' 10' 13' 9' 14' 0' 14' 0'
X 1 1 41 81 71 81 7' 11, 9 1 0. 9' 5' 10, 91 11' 21 14' 0' 14' 0' 14' 0' 14'_ 0'
C5 S P 2 4' 51 7 7 ' 71 10, 81 ill 91 31 10, 81 14' 0' 14' 0 ' 14' 0 '
3 4 ' 4 6 5- 6 ' 10' 8' 7 . 1 9, 12, 1 11; 13' 5' 14' 0' 14' 0' 14' 0'
DFL Stud 4; 6; : 61 V )' 8' 71 9' 12' 1 77' 15 131 51 14' 0' 14' 0' 14' 0'
Standard 4 6' 1' 8' 1' 1 10' 3' 1 101 11- 12' 9' 1 14' 0' 14' 0'
Bracing Group Species and Grades,
Group A:
S ruce-Pine-Fir Hem-FIr
I Wlp7 #2 Istandarcil
clarall1 #3 1 Stud .21 J St.nd.rd
Douqtds FIr-Larch Southern Pineximm
3
S%cl Stud
Standard
Group B:
Hem -Fir
1 Bi_d
oun as Ir-Larch Southern Pine***
2
1 El
I
lx4 Braces shoU be SRB (Stress -Rated Board).
ammFor lx4 So. Pine use only Industrial 55 o
Industrial 45 Stress -Rated Boards Grouvaluesmaybeusedwiththesegrclierou 11
bcdol,e I russ Uetcdl. Notes:
Wind Load deflection criterion Is L/240.
Proyide uplift connections for 100 ptf over
continuous bearing <5 psf TC Dead Load).
Gable end supports toad from 4' 0' outtookers
with 2' 0' overhang, or 12' plywood overhang.
Abo Attach 'L' braces with lad (0.128'x3.0' m1n) nalls.
late Truss K For (1) 'L' bracer space nalts at 2' o.c.
In 18' end zones and 4' o,c. between zones.
101agonat brace option. K*For (2) 'L' braces, space nails at 31 o.c,
vertical length may be TT In 18' end zones and 6' o.c. between zones.
doubted when diagonal 18' K L' bracIng must be a minimum of 807 of web
brace Is used. Connect J_ member Length.
allagonal brace for 775# Lateachend. Max web 1ceBrace Gable Vertical Plate Sizes
total length is 14 1
Vertical LepaEj::::::Po Spilce
A
2x6 DF-L #2 or Less than 4' 0' 1 2X3
better diagonal JIlf Greater than 4' a', but
4X4
VertIcot Length shown bracel single
8. It, Al'i, Less than III' a'
In table above.
4 5-*
or double cut
as
KK
L I'lshown) at
A Refer to common truss design for
upper end.
Jcr, L_peak, splice, and heet
Connect all logonal at
cot V Refer to the Building Designer for conditions
midpoint of vertical wel Refer to chart 4ove ro g4 _%nt qk% ng
not addressed by this detalt.
rD"AlWNQ-- READ AND FOLLOW ALL MM 13N THIS DRAWDIIGI T
DOKRTANT- FIRNISH THIS DRAWING TO ALL CONTRACTOM INCILUDING THE INSTALLUM Z REF ASCE7-10-GABI8015
T,u ..treme care in fabricating, handling, shipping, installing and bracin Refer
DATE 10/01/14a" a th: ) w latest edition of BCS1 Guiding Compan,ent Safety Information, by TPI and SICA far Y
practices prior -to performing these functions. Installers shall provide temporary bracing per CSI
DRWG A18015ENC101014ww
Unless noted otherwIse, top chord shall have property attached structural sheathing and bott &-d
hat, have a property attached rigid celtlng. Locations shown for permanent Lateral restraint wshot[ have bracing Installed p BCSI sections 113, B7 or BIO, as applicable. Apply pates to eac VPIf
S 4L_
a . . o:ruandposition . In above and on the Joint Iletolts, untess, noted otherwise..
d, ! R:Iet' 1.' awings 16CA-Z for standard plate positla—
AN rrWC:OMPANY t At Ine, a division of ITW Building Components Group Inc. shall not be responsible fPor any deviation a
hisadrawing, any falture to bultal the truss In conformance with ANSI/TPI 1, or for handling, shl Rso.
pin., p g,
Inst Itatbr, L bracing of trusses. MAX. TOT, LD, 60 PSF
A seat n this drawing or cover page Usting this drawing, Indicates acceptance of lo—fesslon ONNk13723\ Riverport\ Drive engineering responsibility sotety for the design shown, The suitability and use of this drawing
mWil.\ 21111 for any struebure is the responsfiAtty of the Building Designer per ANSr/TP1 I SecZ 40aw"Flia"
MAX. SPACING 24.0'
Maryland\ Heights,kMO\ 63043 For more Information see this job's genleSDRI notes page and these web sItes, ALPINE, TPI- eee.tpint..rg) S - w—sbcindustry.orgi IC0 www.iccsofe.org cc) A jjff/2018
CLR Reinf orcing Member Substitution
T-Reinf orcement
This detail is to be used when a Continuous Lateral Restraint (CLR) or T-ReInf,
Is specified on a truss design lout an alternative web L-Reinf orcement: or
reinforcement method Is desired. L-ReIrf,
Notes:
This detall Is only app(IcabLe for changing the specified CLR
shown on single ply seated designs to T-reinforcement or
L-reirforecement or scab reinforcement.
Alternative reinforcement specified in chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member Specified CLR Alternative Reinforecement
Size Restraint T- or L- ReIrif. Scab ReInf,
2x3 or 2x4 I raw 2x4 1-2x4
2x3 or 2x4 2 rows 2x6 2-2x4
2x6 1 raw 2x4 1-2x6
2x6 2 rows 2x6 2-2x4OK)
2x8 I row 2x6 1-2x8
2x8 2 rows 2x6 2-2x6<)K)
T -reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design,
010 Center scab on wide face of web, Apply (1) scab to each
face of web,
Apply to either side of web narrow face.
Attach with 10d (0.128'x3.0',min) nalts
at 6' o,c. Reinforcing member Is
D. minimum 8OZ of web
member length,
Scab Reinforcement:
Apply scab(s) to wide face of web
No more than (1) scab per face.
Attach with 10d (0,128'x3.0',min) nails
at 6' a c. Reinforcing member Is a
minimum 807 of web member length,
wwVARNING1sw READ AND FOLLOV ALL NOMS 13N THIS DRAWING!
TANT.. FLIRNISH THIS DRAVING T13 ALL CONTRACTORS DKXUBM THE INSTALLOtS.
Tr—... require ..treme care 1, fabricating, handling, shipping, Installing and bra,cl.g. R.fe,--t
the latest edition of BCS1 (BLdding Component Safety Information, by TPI d SB Al fo, practices prior to performing these f—tAws. Installers shall pr de ma'[ to p_ry b_ P.
Unless noted ther.lse, top chord hall h.v. property attached .1—t-1 .1-e-t.1n. ,at
hdit have d property attached rIgId celil g. Locations shown for permanent lateral restraint
h"' have bracing Installed per 1ICSI -71' Z 113, B7 ., 1110, .. applicable. Apply plate. to .1
of truss and p..ItI- as how. above and the Joint DetaiLs, mte.s noted ther.lse. I
R.'er to drawings 16GA-2 for standard Omte positi—
AN rrW ODMPAW Alpine, a dIvIsIm of ITW Building Components Grop Inc. sha(( not be responsIb(* for any deviatt
this drawing, y fall— to build the tmss In conformance with ANSI/TPI 1, or for handling, SKPI
Installation L bracing of tr.s.—
A —.1 — this drawing or cav_ page Usti, this drawing. Indicates accept— of professional
13723\ Riverport\ Drive Okwavring responsliblKy Solely for the design sh.— The Itablilty and uise *it this dra.IrQ
Suite\ 200 far wW structure Is the responsibility of the Building Deslw— per ANSVTpI t Seca
Maryland\ Heights,\ MO\ 63043 For more Information see this job's general notes page and these web sites,
ALPI W-- w—alpineit—onj TPI- wvw.tpinst.orgi SBCA ww-b.Imdu.try—g, ICC. wwwiccsafe.org
T-Reinf. L-Reinf.
Scab
PSF REF CLR Subst,
fTC DL PSF
I
DATE 10/01/14
iBC DL PSF
BC LL PSF
a
TOT, LD. PSF
At, DUR. FAC.
11001
W91 trA/? 0 18 SPACING
DRWG BRCLBSUB1014
I
ReInfo
Memk
Go
Tr
Godote Truss Plate Sizes
ppropriate Alpine gable detail for
e sizes for vertical studs.
Engineered truss design for peak,
lo, and heet plates,
vertical plates overlap, use a
te that covers the total area of
lapped plates to span the web.
e,
2 *
2X4 *__-2 X 8
Provide connections for uplift specified on the engineered truss design.
Attach each 'T' reinforcing member with
End Driven Nails-
lOol Common (0.148'x 3,',min) Nalts at 4' o.c. plus
4) nails In the top and bottom chords,
Toenalted Nalts-
10cl Common (0.148'x3',min) Toenalls at 4' o.c. plus
4) toenalLs In the top and loottom chords,
This detail to be used with the appropriate Alpine gable cletalt for ASCE
wind toad.
ASCE 7-05 Gable Detaft Drawings
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENC101014, A12030ENC101014, A14030ENCIO1014, A16030ENC101014,
A18030ENC101014, A20030ENC101014, A2003CEND101014, A200 D101014
S11515ENCIOO815, S12015ENC100815, S14015ENCI(
S18015ENC100815, S20015ENCIOO815, S20015ENDPO 1101"Dlo 1, 0
Q10 4QGOS11530ENC100815, S1203OENC100815, S14030E* tLo*,
S18030ENC100815, S20030ENC100815, S2003^11)11
N z g"T,
t4SeeappropriateAlpinegabledetaltforma - 4 11 g tiOQ'ej
T' Reinforcement Attachment Detail,
T' Reinforcing 'T' Reinforcing
Member Member
Toe-nalt Or End-nalt
To convert From 'L' to 'T' reinforcing members,
mut t1pLy 'T' Increase by length (based on
appropriate Alpine gable cletall.).
Maximum allowable 'T' reinforced gable vertical
length Is 14' from top to botton chord.
T' reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member.
Web Length Increase w/ 'T' Brace
T' ReInf. I .
Mbr. Size Increase
2x4 30 %
Examptei
2x6 20
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP #3
T' Reinforcing Member Size = 2x:4
T' Brace Increase <From Above) = 30Z 1.30
1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Length
1.30 x 8' 7' = 11' 2'
Gab(e DetoA
For Let -in Vertica(s
WARNING-- READ AND FEILLOW ALL NaTES ON T14IS DRAWDIGI
DIPORTANT.. FLWGSH THIS DRAVM M ALL CONTRACTORS DICLUDIINIG nE DISTALLER REF LET -IN VERT
w
M N F
AN rrW COMPANY
13723\ Riverporh Drive
Suite\ 200
Maryland\ Heights,\ MO\ 63043
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Ref. to an,?. S'kfollowthetatest:dltlon of BCSI (Building Component Safety Information, by TPI and SBC ) 'or f.ty *
practice, p,lor t p,rf,r,lng these Installers hall provide 'temporary act
I . I
CSIbrg
Unless noted otherwlse, top chord shall have property attached structural sheathin bot ;iorjamashalthaveapropertyattachedrIgIdceiling. Locations shown for permanent (ate at gre.tr tnt 0
shot( In ve bracing Installed per BCSI sections 133, B7 or B10, as applicable. Apply pt. tes to .. h aOFtZsandt-n as shown above and on the Joint Details, unless noted at erwisspost]
Refer to drawings 160A-Z for standard plate positions.
Alpine, a division of ITV Building Components Group Inc. shatt not be responsible for any deviation fIsdro. Ing, any fallure to build the truss In conformance with ANSI/TPI 1, or for handling, shlplln lthV'pin
f
w ping
Instattatlon & bracing of trusses.
A seat on this drawing cw cover page Usting this drawing, Inclicates, acceptance of professional
engineering respmsibility sotety fcw the design shown. The sultabitity and use of this drawing
fcw any structure Is the respmsibility of the "dIrV Designer per ANSI/TPI I Sec.P
For more Information see thIs job's general notes page and these web
ALPINE, www.atpinettw.com) TPI- www.tpinst.orgi SECA- www.sbcIndusty..,gj ICO =...rg
Z; 2
Z! S .1
0
OA #WIM2018
MAX, TOT, LD, 60 PSF
DATE 10/01/14
DRWG GBLLETIN1014
DUR, FAC, ANY
MAX. SPACING 24.0'
NAIL REINFORCEMENT FOR PLATE DETAIL
This detail may be used when the required number of Nails shalt be driven through sotid steel at a distance no
connector teeth In a truss member exceeds the actual closer that 1 inch to the joint line, Nails may also be driven
number of teeth in the given member, Nails may be driven through the tooth stots, lout shalt be Located at the end of
through the connector plate(s) in truss members using the the slot farthest from the joint Line,
nail type specified below to Increase the Lateral resistance of
the connector pLate(s) having a shortage of required Use a maximum of 2 nails per square inch of plate area,
effective teeth,
Nail Type
Duo -Fast CS157 1,5' x 0,105' Smooth Shank Colt Nail
Material Connector Plates Substitution
SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nail replaces 2 teeth
SG >= 0.42) Alpine 20-gage H 1 NQK reptaces 2 teeth
Alpine 18-gage S 1 Nail replaces 2 teeth
Nail Type
0.131' x 1,5' Box or Gun Nall,
MateriaL
SP, DF-L, HF, SPF
SG >= 0,42)
Connector Plates
Alpine 20-gage Wave
Alpine 20-gage H
Alpine 18-gage S
Substitution
1 Nalt reptaces 3 teeth
1 Nail reptaces 3 teeth
1 Nalt rep aces 3 teeth
Nails shalt be driven through connector plate having shortage
of required effective teeth, Nails may be driven through
connector plate on each face of joint if each plate has a
shortage of required effective teeth.
Nails shalt be fully embedded into wood areas free of defects,
This detail is appLicalo(e only on joints where the connector
plate has been offset no more than 112' from the design
position shown on the truss design drawing,
This cletall, is appLicabLe for trusses with lumber oriented
vertically (2x-) and trusses with (umber oriented horizorta(l.y
3x2 and 4x2),
Urie
Typical Joint Configurations, T h I S NdGIPI t Joint Configuration,
This Detail Is Applicable On[ On 4iklmll Ic ettor Plate Has Been
o m rT t%On The Truss Design Drawing. Offset No More Than 112' es pn P 'tic
VARNING.. READ AND FOLL13V ALL NOTES (IN THIS DRAVINI(il
wwINPORTANT.n FURNISH THIS 13PAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS2 08 1 'Z REF NAIL REINFORCEMENT
Trusses r,q,l,,, ..tr... care in fabri-ting, handling, shipping, Installing and bracing. R.f.E to -9
ratio. the latest dlU-. of BCSI (Building Componert: Safety Information, by TPI and SB fc DATE 10/01/14
Installers shalt provide temporary I *
t..
practices prior to performing these functions. or. . p
Unless noted otherwise, top chard shalt have properly attached structural sh—thle
t f chokshalthaveapropertyattachedrigidceiling. Locations shown for permanent lateral 0 on web DRWG REPPLTNL1014
3, B7 or 1110, as applicable. Apply pt, 0
0 N h.11,u.ve.br.cln. ...t-ll-d per CS. section. 0 4CLl
of t .. nd position as shown above and om the Joint Details, unkess noted otherwise. a
Refer to drawings 16CA-Z for standard plate positions.
astAtIne, a division of ITW Building Components Group Inc. shalt not be responsible F ..my dvb f I
AN FTWOOMRANY W."d—Ing my falture to build the truss In conformance with ANSI/TPI 1, or for ndling, shipinstallationLbracingoftrusses. * ..........
A —at on this drawing or cover page U.-Ung this drawing' lecd—t— acceptance of at
13723\ Riverport\ Drive engineering responsibility solely for the design shown, The suitability anci use of this *-a
Suite\ 200 fw my structure Is the responsibUty of the "ding Designer per ANSI/TPI S.CP_
Vlaryland\ Heights,\ MO\ 63043 1 For more Information see this job's generat notes page and these web sites.
ALPIND ww—pinelt—mi TPI, www.tp1mst.orgj SBCA. w—slacindustry.org, IM wwwAccsaft.org C) A 9fi IAM,) f) i y
Gala(e Stud Reinforcement Detai( for Stucco C(laolding
ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or, 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Ori 120 mmh Wind Sneed. 15' Mpan H Inht. Pmr-1,1mliv 17-1—ml F7vnn-,- n ie+ = i nn
C_
2x4 Brace
Gable Vertical
dSpacingSpeciesGrade
No
Braces
1) 1x4 'L' Brace x 1) 2x4 'L' Brace N 2) 2x4 'L' Brace *0 1) 2x6 'L' Brace N 2) 2x6 'L, Brace NA
Group A Group B Group A Group B Group A Group B Group A Group BI Group A Group B
P 1 / #2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8, 1, 8' 5' 10' 7' 11' 0' 12' 8' 13o 2'
0)
SPF 3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13o 0' U
HF Stud 3' 2' 5' 8, 5' 10' 6' 8' 6o 11' 8' 0' 8' 4' 10' 6' 107 11- 12' G- 13' 0'
0 Standard 3' 2' 4' li' 5' 3' 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' 10' 11' 12' 6' 13' 0'
0) 1 3' 6' 5' 10' 6' 0' 6' 10' 7' 1' 8' 2' 8' 6' 10' 9' ill 2' 12' 9' 1 13' 3'
S P 2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 81 11 8' 5' 10' 7' 11' 0' 12' 8'1 13' 2'
3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 81 01 8' 4' 10' 7' iv Ic t
C
01i DFL 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 81 01 8' 4' 10' 7' ill 01 12' 7' 13' 1'
5 1 Standard 3'
T
2' 4' 7' 4' 11' 6' 2' 6' 7- 81 01 8' 4- 9' 8- 10' 4' 12' 6' 13' 0'
U 1 / #2 10, 6' 7' 6' 10' 7' 9' 81 11 9' 3- 90 7' 12' 2' 12' 8' 14' 0' 14' 0' SPF 3 3' 8- 6' 6' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 4' 0'
U HF stud 3' 8- 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0'
aj o Standard 3' 8- 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0. 0'
1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12o 4' 12' 9' WO'
l
14' 0'
S P 2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1- 9' 3' 9' Z' 12/ P& 12' 8' 0'
3
Stud
31 9. 6' 5' 6' 9' 7' 8' 8' 0' 9' 2' 9' 7' 12' 1' 12' 7'
14'
0) DFL 3' 9' 6' 5- 6' 9' 7' 8' 8' 0' 9' 2' 9' 7' 12' 1' 12o 7' 14' 0' 14' 0. 0'
Standard 3' 8' 5' 8' 6' 0' 7' 6' 7' 11' 9' V 9' 6' 11' 10' 12' 6' 14' 0' 14' 0'
0 1 / #2 4' 3' 7' 3' 7' 6' 8' 6' 8' 10' 9' 3' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' SPF 3 4' 0' 7' V 7' 5' 8' 5' 81 9 1 10' 0' 10' 5' 13' 2' 13o 9' 14' 0 . 14' 0'
U HF Stud 4' 0' 7' 1- 7' 5' 8' 5- 81 91 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0'
o Standard 14— 0. 7' 0' 7' 5' 8' 5- 81 91 10' 0' 10' 5' 13' 2' 1 13'. 9' 14' 0' 14'_ 0'
X 1 4' 5' 7' 4' 7' 7' 81 8. 91 0. 10' 3'1 10' 8' 13' 6' 14' 0' 14' 0' 14' 0'
2 4' 3' 7' 3' 7' 6' 8' 6- 8' 10' 10' 2'1 10' 7' 13' 5' 13' 11' 14' 0' 14o 0'
3 4' 2' 7' 2 7' 5' 8' 6- 8' 10- 10' 1' 1 10' 6' 13' 4' 13' 10- 14' 0' 14o 0'
DFL Stud 4' 2' 7' 2' 7' 5' 8' 6' 8' 10' 10' 1' 1 10' 6' 13' 4' 13' 10' 14' 0' 14' 0'
Standard 4' 0' 6' 6' 6' 11' 8o 5' 8' 1 10' 0' 1 10' 5' 13' 2' 13' 9' 14' 0' 14' Q'
YmmAbout
ClIG-lote Truss I
Diagonal brace option -
vertical length may be T
doubted when diagonal e IAT K
brace Is used. Connect Lclogonatbracefor600#
at each end. Max welo Brace
total length Is 14
L
K)K
A
2X6 BF-L #2 or
Vertical length shown
In table above.
4 51*
better diagonal.
brace) single
or double cut
as Shown) at
A
upper end.
Connect dlagonat at
A_L PINIF_
AN rrWODMPANY
13723\ Riverporh Drive
SulteN 200
Maryland\ Heights,\ MOk 63043
Refer to chart Rk
WARNDIG— READ AND FOLLOV ALL NOTES ON THIS DRAVINGI
IMPORTANT FlURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trus— require ..treme care In fabricating, handLing, hippl.g, I..t.tLIhg and bracing. R.FC 1,
it.. the latest edition of BCSI (Bultallng component Safety Information, la TP, an SBCA f
ctj Y ' ces prior to performing these functions. InstQtters shalt provide temporary bracing p I
less hot d otherwise, top chwal shalt have property attached structural sh—thing and
all have a properAy attached rigid celting. Locations shown for permanent tateraL restraint.v, all have bracing Installed per BCSI sections B3, B7 or 1110, as app(icalote. Apply ptates to
truss and position as shown above and on the Joint DetaAs, unless noted otherwise.
fe, to drawings 16DA-Z far standard plate positions.
Atpine, a division of ITW BuKdlng Components Group Inc. shalt not be responshote for any deviatl
1. drawing any falture to build the truss In comformance with ANSI/TPI 1, or for handling, tVpl
tatt.tion i braong of trusses.
A seat this drawing or cover page Elsting this drawing, Indicates acceptance of prof .. lonal
ponsiblitity sotely for the design shown. The suttability and "a of this drawling
any structure Is the —sponsibility of the Buitcling Designer per ANSI/TIPI I Sec2-
For mom Information see this job's general notes page and these web sites,
or
T AT U
ONA
Bracing Group Species and Graclest
Group At
pru e-PIne-FIr Hem -Fir
1 #2 IStqndoLrd 1 1 #2 1 St.
Stud 1 1 #3 Istand
Douqtas FIr-Lorch Southern Plnewas
3 #3
Stud Stud
Standard Standard
Group B;
Hem -Fir
1 L Btr
Douglas Fir-L rch Southern Plnemon
I iii,
1 #2 El F:
L
Ix4 Braces shalt be SRB (Stress -Rated Board),
K*wFor lx4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grades.
Galo(e Truss Detalt Notesl
Wind Load deflection criterion Is L/360.
Provide uplift connections for 75 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports toad from 4' 0' outtookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3.0' m1n) nails.
A For (1) 'L' brace- space malls at 2' o.c.
In 18' end zones and 4' o.c. betweem zones.
K)KFor (2) 'L' braces, space malls at 3' o.c.
In 18' end zones and 6' o.c. between zones.
L' bracing must be a minimum of 130Y of web
member length.
Gable Vertical Ptate Sizes
Vertical Length
Ce s s than 4' 0'
Greater than 4' 0',
Less than 11' 6'
Greater than 11' !
Refer to common truss desIgn for
peak, splice, and heet plates.
Refer to the Building Designer for conditions
not addressed by this cletall.
REF ASCE7-10-GABI6015
DATE 8/3/15
DRWG S16015ENCi(00815
MAX, TOT, LD, 60 PSF
MAX. SPACING 24.0'
I STRONGBACK BRIDGING RECOMMENDATIONS I
NOTE: Details 1
2) 10d COMMON (0.148'x3,0') OR
BOX/GUN (0,128'x3.0'> NAILS AT
TOP AND BOTTOM OF 2x4
SCAB -ON BLOCK. ATTACk
STRONGBACK TO BLOCK W/ (3)
10d COMMON (0.148' x3.0') NAILS
OR (4)10d BOX/GUN (0.128'x3.0')
NAILS.
IBUTT STRONGBACKUTTSTRONGBA'
BRIDGING TOGETHER
0. ATTACH SCAB WITH 10d BOX/GUN
4' -0' 2x6 (0.128'x3,O') NAILS IN 2 ROWS AT
SCAB 6' D.C.
NOTE- IN LIEU OF SPLICING AS SHOWN,
LAP STRONGBACK BRIDGING MEMBERS
FOR AT LEAST ONE TRUSS SPACING
STRONGBACK BRIDGING SPLICE DETAIL
and 2 are the preferred attachment methods
ATTACH STRONGBACK TO
WEB W/ (3) 10cl COMMON---__,,,\
0.148,J) NAILS OR
4) 10d BOX/GUN
STRONGBACK BRIDGING
SPACING REQUIREMENTS
Jp to W None required
0' to 20' 1 raw (at cent f span)
10' to 30 2 rows (I at ft6 U3 points)
V to 40' 3 rows- (I at each U4 points)
Iver 40' Space rows of Ity - -0
TO BOT
2) #10
ALL scalo-on blocks shall be a minimum 2x4
stress graded umber,#
ALL strongback bridging and bracing shall, be Q
minimum 2x6 'stress graded lumber,'
The purpose of strangback lorloging is to
develop Load sharing between individual trusses,
resulting in an overall increase in the
stiffness of the f(oor system, 2x6
strongback bridging, positioned as shown in
details, is recommended at 10' -0' o.c. (max.)
Do. -The terms 'bridging' and 'bracing' are sometimes
mistakenly used interchangealolly. 'Bracing' is an
important structural requirement of any floor
or roof system, Refer to the Truss Design
Drawing (TDD) for the bracing requirements for
each individua[ truss component, 'Bridging,'
particularly 'strongback bridging' is a
recommendation f or a truss system to help
control vibration, In addition to aiding in the
distribution of point Loads between adjacent
truss, strongback bridging serves to reduce
bounce' or residual vibration resulting from
moving point loads, such as footsteps,
The performance of aLL floor systems are
enhanced by the installation of strongback
bridging and therefore is strongly recommended
by Alpine,
For additional. information regarding strongloack
bridging, refer to BCSI (Building Component
Safety Information).
w, H. ZZ'
STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES I tj 1i ;
WAR1,1ING-- READ AND FOLLOW ALL NOTES [IN THIS DRAWING
IMPORTANT FLRNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING II-E I PSF REF STRONGBACKIR1L
Tru ses require extreme care In fabricating, handling, shipping, Installing and larr SIktowthelatesteditionofBCSI (Building component Safety Information, by TPI ai br. , 'ar C DL PSF DATE 10/01/14
practices prior to performing these functions. Installers shalt provide temporar, a .. St.
Unless noted *t1lerelse, top chold 11,11 h.. property attached structural sheathing and b1t chor 403 C DL PSF DRWG STRBRIBR1014halthaveapropertyattachedrigidcelting. Locatlors shown for permanent Lateral restraint we %
shall have bracing installed per BCSI sections 113, B7 or 1110, as applicable. Apply ptates to eac
of truss and position as shown above and on the JoInt Detafts, unless noted otherwise * a k BC LL PSFRefertod-1n.. I.-Z far standard plate p..Itl-.. 60
MPAW t Atpine, a d1,1slom of ITW Building components Group Inc. shatt not be responsible for any deviation .04ANcohisda*lg,,,y fall re to build the t-ss In conformance with ANSI/TPI 1, or for handlIng, shipping, 1-0. TOT. LD. PSF
m.t. at m bracing of trusses. tt 1%, A -i this drawing or cover page Usting this drawing. lewillcates acceptance of praFessio—ml
13723\ Riverport\ Drive -vk—r*,o respord<ty solely for the design sham The suttabitity and utse of this drawing DUR, FAC, 1.00formystructuireIstheresponslibitityoftheBuRdingDesignerperANSI/TPI I S*cZ. Suite\ 200 "tW100
Maryland\ Heights, MO\ 63043 Far more information see this job's general notes page *M these web sites- SPACINGALPINE, -.atplmeltw.conj TPIr www.tpinst.orgi SBCA- www.sbclndustry.org) ICCr 44014 712018
Vattey Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00
Top Chord 2x4* SP #2N, SPF #11#2, DF-L #2 or better,
Bot Chord 2x4 SP #2N or SPF #11#2 or better.
Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better,
Attach each valley to every supporting truss with:
2) 16d box (0.135' x 3,5') nails toe-nai(ed for
ASCE 7-10 160 mph. 30' Mean Height, Enclosed
Building, Exp, C, Wind TC DL=5 psf, Kzt = LOO
Or
ASCE 7-10 140 mph, 30' Mean Height, Enclosed
Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00
Bottom chord may be square or pitched cut
as shown.
Valleys short enough to be cut as solid triangular
members from a single 2x6, or Larger as required,
shall be permitted in Lieu of fabricating from
separate 2x4 members,
ALL plates shown are ITW BCG Wave Plates,
3X4
12
12 Ma x
2X4 X4
B-0-0 max
4X4
12
12 Max. I
1X3
1X3
3 5X4/SPL
X3
Max Spacing) 1,63
20-0-0 (++)
Supporting trusses at 24' o,c, maximum spacing.
Unless specified otherwise or) engineer's sealted design, for vertical
valley webs ta[Ler than 7-9' apply 2x4 'T' reinforcement, 80Z Length of
web, same species and grade or better, attached with 10d box
0.128' x 3.0') nails at 6' o.c, In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applied at mid -Length of web is permitted with diagonal
bracing as shown in DRWG BRCLBANC1014.
Top chord of truss beneath valley set must be braced with;
property attached, rated sheathing applied prior to valley truss
installation,
Or
Purtins at 24' o,c, or cis otherwise specified on engineer's seated design
Or
By valley trusses used in Lieu of purtin spacing as specified on
Engineer's seated design,
XW* Note that the purtin spacing for loracing the top chord of the truss
beneath the valley is measured along the slope of the top chord,
Larger spans may be built as tong as the vertical height does
not exceed 14'-0',
Pitched Cut
Bottom Chord
Valley
Valley
Spacing
oe-nal(ed
Square Cut
Bottom Chord
VaLLev
2X4 '
Atli
N
J vx /*
2X4
Stubbed Valley
End Detail
I O.C.
4X4
JF
Optional Hip
Joint Detail
Partiat Framing
Plan
VARI0Q-;REAI) AND F13LLaW ALL N13TES ON THIS DRAVM11VEIRTANTZFLX&Slil IS DRAVENG TO ALL CIINTRACT13RS DIUMPIG THE DISTALLERS. Ud - I TCi L-L-- 30 30 40PSF REF VALLEY DETAIL
A
AN MWOOMPAW
Trusses require ext—e care In fabricating, handling, shIpping, Installing and bracing. Refe to
J
d
f. — , yttowthelatesteditionofBCSI (Building C-p—ert Safety Infornatt—, by TPI and SBCA) far -a
practices prior to perfo—Ing these function,. Installers shall provide t—paraly bracing per
Unless noted otherwise, top chord shatt have property attached structural sheathing a
2
d
hatt have a property attached rlgld cellirg. Locations shown for pern—ent lateral s
shott have bracing Installed per BCSI sections 1113, B7 or B10, as applicable. Apply plates F.
of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 160A-Z for standard plate positions.
t At Ine,wa division of ITW Building Conporents Group Inc. shot[ not be responsible For any de latlon mAinhispdrag, any fakur; toubulid the truss In conformance with ANSI/TPI 1, or for handling, shipping,
0 sInstallation & bracing tr
6
S 0
40io, -64X, *.w.
krDl- 20
Bq DL 10
LL 0
o T. LD, 60
15
10
0
7PSF
10 PSF
0 PSF
57PSF
DATE 10/01/2014
DRWG VAL1601010i4
55
13 12Y Riverport\ Dnve
Zte\ 200
aryl-dN H ighNA MO\ 63043Mi
A seed on this drawing or cover page Us-Ung 'this drawing, Incilcates ameptance of profes.1-1
engineering responsiblit ty solely for the design shown. The sudtQbUty and use of this drowingformystrucbureIslitheresp—lbility of the Building lleslgn r per ANSI/TPI I S-21
F or. lhF.—.ti— see this job's general notes page and these web sites, ALPINV`w.w..tpIhwItw.comj TPb w—itpinst,orgi SBCA- www.sbcindustry.orgi ICO www.Iccsafe.org
4V AML
Ammaltmiv
C, 7R?n I R
1DURFAC1,25/1.33 1.1511.15
SPACING 24.0'
I VALLEY FRAMING & BRACING DETAIL
R
BC
1/2
of
Lumber Size and Grade Minumum Reauirements Ul
TRUSS
TRUSS UNDER VALLEY FRAMING
VALLEY RAFTER OR RIDGE
C82 +CRIPPLE
ripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max,
e the crippes for each row starting from the valleys or sleepers
working inward to the ridge board so that cripple locations are
gored between rows.
Typ
rinection Requirement Notes
2x6 rafters to ridge 4 16d toe -nails
Cripple to ridge 4 16d toe -nails
Cripple to rafter 4 16d toe -nails
8 16d face -nails
Rafter to sleeper or blocking 5 16d toe -nails
Rafter to two 2x6 sleepers 4 16d toe -nails
Sleeper to truss 4 16d toe -nails
Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss
Ridge board to roof block 4 16d toe -nails
Ridge board to truss 4 16d toe -nails
Purlin to (Typ) 3 16d toe -nails
Truss to blocking 4 16d toe -nails
Truss to cripple 4 16d toe -nails
Truss to cripple
r i I. - -ii
4 16d toe -nails
2 1 rA -—U,
1. --- - -- ..... .--- (NOT REQUIRED IF SLEEPERS ARE USED)
13. Collar beam to rafter 4 16d toe -nailsGENERALNOTESCRIPPLE, BRACING, & BLOCKING NOTES NOTE: 16d (0.162"x3.5") COMMON NAILS
Purlins required T-O" O.C. in absence of plywood sheathing. -2x4 continuous lateral restraint (CLR) min. is required for cripples 5'-0" to 10'-0" Ion
I e Trusses without sheathing applied must be evaluated accordingly. nailed w/2-10d (0.148"x3") nails. Or 2x4 "T" or scab reinforcement nailed to fla ge
Purlins should overiap sheathing one truss spacing minimum. f cn pie with 10d 10.128"x3.0") nails at 6" o.c. "T" or scab must be 90% ofcrippI0 length.
1
0 1
In cases that this is impractical, overlap sheathing a rn nimum Crippfes over 10*4 long requre two CLR's or both faces w/ "T" or scab. Use stress
of 6", and nail upwards through sheathing into purlin with a graded lumber & box or common nails.
minimum of 8-8d (0.1 31"x2.5") common wire nails. ;Narrow edge of cripple can face ridge or rafter,
Effects of not providing sheathing below a valley set as long as the proper number of nails are
must be evaluated by the building designer. installed into ridge board
This drawing applies to valleys with the following conditions: -Install blocking under rafter if sleepers are not used.
install blocking under cripples If cripples fall betweenSpans (distance between hoels) 40'-0" or less
lower truss top chords and lateral bracing Is not used. Maximurn valley height: 14'-0" -Apply all nailing in accordance to current NOS requirementsMaximurnmeanroofheight: 30 feet Nails are common wire nails unless noted otherne. 000-00.
Jku "411
ASCE 7-05, 140 mph, Enclosed, Cat 11, Exp B, 1=1.0, Kzt=1.0 VA H.
Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp D, Kzt=1.0
Xk4:s%ev..
I I kin (A) (13) (**)
VARMINGP- RE" NO FCLUW ALL MMS ON TMS MAWRO & .- LL 20 30 40 54 REF VALLEY FRAMINGFURPMTMWAVMMALLCEPURACTURSINCLUBMTWDMT&LM Z
T— — —q.6 c— h f.bk tkV, hw.Aft, %NpPkV, In.Wtft wW b-chg. Refer to91—'th. t.t.st dtl— of SCSI UkA.*V1==t SAfety W—tion, by TPI &nd SICA) fw safifty 0 DL 10 20 7 7 DATE 10/01/14
PMCtJC*S PH_ to P ftr ft these f-110M. InZtall s XhQU PMvide te po-y bmcino W ScsW 4
L".ss mtmd ot fse, top chod sW1 have property att-t-d struct t s watNr%o -d bott— 100, STATE OFsetlhov. . I.P.Ity ttd-d r d cetirv. Locations sP—n fw pe—t tat t mstroht Of _$0 _9C DL 0 0 0 0 DRWG VACNV1801015
h, i? SIofUhQvebmckVInstottedpe SI tkm B3, 17 or 110, as pptico)Ae. AWy IA&tes tnoeoc.h 0
t_ " posMw os sh— above wid on the Joint Dtals, urAess noted oth—viso. W, Z: dmwkVs 16M-Z for standard ptate positlo— 4'BC LL 0 0 0 0
A4*., . dvi.6— of 1TV RAdg C—p—ts Gop b et.0 not be —p—l" f— " d—iv—
0 R I Alt,
AN rrW COMPANY N. :0f TOT. LD.30 50 47 61Vilsdmwhg, y foA—e to WEd the tr ss In conf-ce wtth ANSI/TPI 1, w foe h.,.Kft, ~M
t.R.ti.. & bracing F t— ses. N 0e'. seet on tHs dmwft cove ~ Ustft this dmwh-g, Vodicates accwpt of professlortaL ALr:Z=Z —Wty for V- d.= 0— Th. *W*Jty -W — of this W..*V
I. the —por."Ity F SAd V D.Wg— Per ANSE/TPI 1
13389 LakefrDntDrive
F— — Inf—tio. see this job's 'W—' —ZcF.'. —d these eb Mt— 0 Z C)j
DUR. FAC. 1.25/1.15
Eafth City, MO 3045 — ,LP1?,0 sve,otp wltw.co TFI, w-tpWm+_0rVj SBCAo — r4ustryorgj IM —1ccsof ... V 0,/0 :Z ot ISPACING SEE ABOVE
14'-4' 1 R'-A'
30--0-
NOTE:
DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES
WILL NOT BE ACCEPTED WITHOUT PRIOR WRIT -TEN APPROVAL BY OUR SERVICE
DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487
THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS D AWNGS AND
TILE
PLUMB
12 "
IGoI
Ecow) copy
ROOF I
General Notes
1) M PWOM dd V...& fM tru— W fkt
9,6- h- tM tp d-d p-bdy p-W 7-
to be klMW W dft L4L
2) As I , g tD be Sky"m HUS26 urJm
3) AS t- . b 2e OT- wi-
rA*.& 4) P. T- Pid. Mad. OCSI-61
pm 7w X-W acing *mW b. at a
spacig 15' = Um Wm to
b. t nwd— d 20' bW— .h
X-b- 0-*.d th. *.bm
Pbm mW to BCS-431 ftr aW odglond bv&q
MAL
TCLIL = 20 PSF
TCDL = 17 PSF
BCLL * PSF
SUBFLOOR BCDL 10 PSIF
TOTAL 47 PSIF
DURATION 1.25 %
WIND SPD/TYPe-- 150 MPH
ENCLOSED
BLDG EXPOSURE = C
USAGE = RESEDENTLKL CAT H
ININD IMPORTANCE FACTOR= 1
UPLIFTS BASED ON= 9.2 PsF
WALL HT. BASED ON
9'-4' A.F.F
I
REFER TO Et,
PACK FOR
CONNECTION.
C C.15J5
k rXCJ3Sp,NF-ORD
Li I
10
PAR
2
TYPICAL 7' SETBACK
CORNERSET LABELING
AND SPACING
EM
ATTENTION!
1-5-,4-- .1 -- --
HANGER CHARtT E80 ER T OCS7 B
T -t 11 t tM Y W cnM usft
J L = THA 422 ( S I MPSON) T—s 1. Y. tlh
kw t _ -y-
Total. Truss Quantity = 189.
DESIGN CRITERIA
FBC 2017
TPI 2014
T- member desifi &—mlor plates
dea ..df.,ASC 7-10-d
f-swom Ibco. -d=
d 't,og'a—
Th,se -,s,s hs- bm re,-ie,,,d to — ut
ddiu ... 110#psf-.-.c tbtt...h6,dli- l.ad7
FLOOR LOADING SCHEDUL
TCLIL = 40 PSF
TCDL = 10 PSF
SCOL = 5 PSF
TOTAL = 55 PSF
ALL REACTIONS OVER 5000#
AND UPUFTS OVER 1000#
ARE SHOWN ON ENG1NEERING.
WALL KEY
9'-4-
20'-3/4
rLOAD# DESCRIPDON MR. DATE
rLOADO DESCRIPTION INM DATE*)
CARPENTER
CONTRACTORS
OF AMERICA
3900 AVENUE C K W.
WINTER HAVEN FLORIDA 33880
PHO - (800) 95 - 8FATE ( 863) 2949-8240869
rBUILDER TAYLOR MORRISON
PROJECT THORNBROOK
MODEL 2582/A
CCA PROJ/MODEL/ALT
9A8/gA7/258SE/2581LA/25STA/02
ALT DESCMASTER SUITE 2
OTC :
OT : 283 BLOCK:
rDESIGNER PAGE
jjp
DATE
1 2/16/10
LAN h331519L - SCALE
1/4 =1
r?? 11/18/02 9:52 AM OC"&dn
RECORD COPY
City of Sanford
Building and Fire Prevention
Product Approval
1 8 - 1 8 8 6
Permit #
Specification
aDINGS'n'.14F 0
PA
Project Location Address- Anastacia
Form
T W?\3
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide theinformationandproductapprovalnumber(s) on the building components listed below if they are to beutilizedontheconstructionprojectforwhichyouareapplyingforabuildingpermit. We recommend thatyoucontactyourlocalproductsuppliershouldyounotknowtheproductapprovalnumberforanyoftheapplicablelistedproducts. Be aware that windows, skylights, and exterior doors must be tested inaccordancewiththeFloridaBuildingCode, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product Florida Approval #
include decimal) Description
1.Exterior Doors
herma Truhema 'ru Swinging Ext. Door (front door) FL20461-R2
Swin in
SlidindSlii Ml indowsMIWindows Sliding Ext. Door (Standard SGD) FL15332.9
Sectional VWindsorMAutomatic Garage Doors -Sectional Ext. Door Dbl, single FL1508O.R3
Roll U
ti
Othert
2.Windows
Single Hung MI Windows Single Hung window FL17676.2,9,16
Horizontal Slider
Casement
Double Hung
M1 Windows Frame Fixed Glass FL 18644.03
Fixed
Awning
Pass Through
Projected
Mullions M1 Windows M ullhons FL 18504.2
Wind Breaker
Dual Action
Oth r
JUne 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3.Panel Walls
Siding
Soffits Alpha Aluminum, Inc. FL16544-R3
Storefronts
Soffits
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4.Roofing Products
Asphalt Shingles CertainTeed Shingles FL5444-R13
Underlayments Rhino Linings Corp Coatings FL21842-Rl
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millennium M-MI-2Off Ridge Vent FL19567-Rl
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Flon'da Approval #
include decimal)
5.Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6.Skylights
Skylights
Other
7. Structural
Component
Wood Connectors
Anchors
Truss Plates ITW Bldg Components. Truss Plates FI-1999-R6
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels Commercial Concrete Quality Precast FL1774-RS
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
HVAC Tie Down BIVIP International HVAC Tie Down FL14239-R4
Applicant's Signature
Applicant's Name
Please Print)
JUne 2014