HomeMy WebLinkAbout508 Red Rose Ln 18-929; NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT ^
STATEMENT NUMBER: 18100001 DATE: February 20, 2018 (_-,J
BUILDING APPLICATION ##: 18 10000140
BUILDING PERMIT NUMBER: 18-10000140
73 /
UNIT ADDRESS: RED ROSE LANE 508 21-19-30-510-0000-1640
w(
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 350 MAITLAND FL 32751
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 508 RED ROSE LANE / THORNBROOKE PHASE 4
SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS -ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit 705.00
ROADS -COLLECTORS N/A
SinRle Fa ily Housing 00 1.000 dwl unit 00
FIRE
00
LIBRARY CO -WIDE ORD
Single Family
SCHQOLS
Housing 54.00 1.000 dwl unit 54.00
CO -WIDE ORD
Single Family Housing 5,000.00 1.000 dwl unit 5,000.00
PA
00
LAW ENFORCE N/A
00
DRAINAGE N/A
00
AMOUNT DUE 5,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, OL TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES %
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE BUT NO LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. V
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
OFROMTHEBUSINESSOFFICE: 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THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
T.
I I1111111111 II111 I1111 II111 I11111111 I111
Parcel ID Number:
Prepared By Kim Carter
and Taylor Morrison Homes
Return To: 2600 Lake Lucien Drive, Suite 350
Maitland, FL 32751
NOTICE OF COA'IWVIENCEMENT.
State of Florida.
County of Seminole.
GRANT 11ALOYr SE11INOLE COUNTY
CLERIC OF C:IRC JIT COURT & COMPTROLLER
BK 9073 P3 92 QPgs)
CLERK'S T 2618019275
RECORDED 02/20/2019 09:44:02 AM
RECORDING FEES $10.00
RECORDED BY iidevore
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.
1. Description of property : LOT I %
Legal Description: Thornbrooke Phase, according to the plat thereof, as recorded in
Plat Book Page of the public records of Seminole County,
Florida.
Addresses : 5-6 ri P e-d PO L Sanford FL
2. General description of improvements: Single Family Home
3. Owner information : Name Taylor Morrison of Florida Inc.
N\1
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(1)(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(1)(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 I, 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 CONSUL
YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
2 v O
11. Date Signed : Q Signature of Owner's Agent: Cr
JO Asa Wright / >
Taylor Morrison of Florida Ine' ? X v
001
Sworn to and subscribed before me this by John Asa Wright wh ersonally known to me. = _
Notary Public DA Clark ,v.•M:;
My commission expires: 6/27/19MOMj *
EXPIRy9a Serial
No. FF 209108 No Signature: sell) O m
y CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
D FES
k, Application No:
BY:
Documented Construction Value: $ lftnalW 2.9$131.00
Job Address: 6 K PZ14 iDS S4'Vv1'0_4
Historic District: Yes No
Parcel ID: o?( -19-30-510 -0000- l(v-(( 0 Residential R Commercial
Type of Work: New X Addition Alteration Repair Demo Change of Use Move
Description of Work. NEW SINGLE FAMILY HOME - THORNEBROOK PHASE
LOT NUMBER: 1&!
Plan Review Contact Person: Daphne Clark Title:
Phone: 407-257-6940 Fax: N.I11-O0MM- 11 M'- 11
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
Street: 151 SOUTHHALL LANE # 200
City, State Zip: MAITLAND FL 32751
Phone: 407-257-6940
Fax:
State License No.: CBC1257462
Architect/Engineer Information
Name: Phone:
Street:
City, St, Zip:
Bonding Company: N/A
Address:
Fax:
E-mail:
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. 1 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
WI> 1343 Permit Application
SD 302,5
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.
grlw
Si tureofOwner/Agent Dq
TAYLOR MORRISON OF FLORIDA INC/
Print Owner/Agent's Name
Signature of Notary -State of F;6 pate
gar vv D.A. dARK
My COMMISSION I FF 209108
gpb 011w gudpd Ndety
Owner/Agent is yE& Personally Known to Me or
Produced ID N/A Type of ID
gnature of Contractor/AgentDate
JOHN ASA WRIGHT
Print Contractor/Agent's
Signature of -State of Florida Dqfe
D. A CV1RK
MY COMMISSION I FF 209108
EXPIRES: June 27. 2019
gmW tnro BWpd NdW 69 te1
Contractor/Agent is YES Personally Known to Me or
Produced ID NIA Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building 5a Electrical Ej Mechanical y Plumbing[' Gas Roof
Construction Type: f P Occupancy Use: (Z3 Flood Zone:
Total Sq Ft of Bldg: 71li I Min. Occupancy Load: 14 # of Stories: 2-
New Construction: Electric - # of Amps 1 SO Plumbing - # of Fixtures Z2
Fire Sprinkler Permit:. Yes No 9 # of Heads
APPROVALS:.40NING (l0 UTILITIES:
It
ENGINEERING: V%k_t FIRE:
COMMENTS: Ok to construct single family home
with setbacks and impervious area
shown on plan. I.{g 010 MP
Sav'a ?46X , GcL
Fire Alarm Permit: Yes No ka
WASTE WATER:
BUILDING: 44_r 3' ZG • /$
Revised: June 30, 2015 Pamit Application
CITY OF SANFORD
I - ; +`" 'W BUILDING & FIRE PREVENTION
PERMIT APPLICATION
p
Application No: - 9a
BY
Documented Construction Value: S 173 1 1 0 Job
Address: %2-Gd E4wJa-&-4 Historic District: Yes No X Parcel
ED: o?( •19-30-516 -0000- i(W 0 Residential Q Commercial Type
of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description
of Work: NEW SINGLE FAMILY HOME THORN BROOK PHASE LOT
NUMBER: -I& Plan
Review Contact Person: Daphne Clark Title: Phone:
407-257-6940 Fax: Email: daphne PermitsPermitsPermit om 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: 407-257-6940 Street:
151 SOUTHHALL LANE # 200 Fax.. City,
State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/
Engineer Information Name:
Phone: Street:
Fax: City,
St, Zip: E-mail: Bonding
Company: N/A Mortgage Lender: N/A Address:
Address: WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 inthisjurisdiction. 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
1053 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 applical le 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 w
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
andI,, zoning.
i
w C
Si lure of Owner/Agent Da
Print
of Notary -State
r ru
MY COMMISSION t FF 209108
4%,v Ix
EXPIRES: June 27, 2019
gadTentBtdptlNotary
Owner/Agent is YM Personally Known to Me or
Produced ID N/A Type of ID
I
gnature of Contractor/Agent I
JOHN ASA WRIGHT
Print Contractor/Agent's I /
Signature of -State of Florida i D /
N`r ru D. A C1ARK
MY COMMISSION Il FF 209108
EXPIRES: June 27, 2019
W*d iWIMpot Notary 65ft
Contractor/Agent is YES Personally Known to Me or
Produced ID -NIA-- Type of ID I
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[]' Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
i
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ,ZONING: UTILITIES: Z
ENGINEERING: FIRE:
WASTE WATER:'
BUILDING:
COMMENTS:
i
Revised: June 30, 2015 Permit Application
PR0 ' City of Sanford Planning
and Development Services Engineering —
Floodplain Management ' I
Flood
Zone Determination Request Form Name:
John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address:
2600 Lake Lucien Drive I City:
Maitland State: Florida Zip Code: 32751 Phone:
407-257-6940 Fax: Email: daphne@permitsperm tspermits.com Property
Address: 508 Red Rose Lane Property
Owner: Taylor Morrison of Florida, Inc. i
Parcel
identification Number: 21-19-30-510-0000-1640 Phone
Number: 407-629-0077 Email: i The
reason for the flood plain determination is: New
structure Existing Structure (pre-2007 FIRM adoption) , Expansion/
Addition 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 BFE (Ordinance 4360i) OFFICIAL
USE ONLY 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: The
parcel is in the: floodplain floodway A
portion of the parcel is in the: floodplain floodway The
parcel is not in the: N floodplain floodway The
structure is in the: floodplain floodway The
structure is not in the: floodplain 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#
18-929 Reviewed
by: Michael Cash, CFM Date: March 1, 2018
0 0
Application for Right -of -Way Use
for Driveway,Walkway & Landscape
O R I D
y p
1877 _, Department of Planning & Development Services
www.serrfonif .9ov
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 and the e
attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's
right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and
location of the existing right-of-way and use shall be pr vided or application could be delayed. I
77M"AW64rb j'/
rtee..bllbelow
J± (fir [Q
Catiberoroyoudty
1. Project Location/Address:
2. Proposed Activity: Driveway Walkway F1 Other:
3. Schedule of Work: Start Date
t+
Completion Date Emergency Repairs
4. Brief Description of Work: G2lNMAY Age#o SAe
r Maintenance Responsibilities/indemnification
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 rig*of+vay adjacent thereto. Requestor may, With written City authorization, remove said
Installatlon/Improvemenl fully restoring the right-of-way to Its previous condition. In the event that any future construction of roadways, utilities, stomrwater
facilities, orany 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 fact ilies are In the public Mlit-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 Requestoes property to recover costs of restoration.
To the fullest extent permitted by law. Requestor agrees to defend, indemnity, 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 costa and expenses incident thereto (including costs of defense, settlement,
and reasonable attorneys fees up to and including an appeaq, resulting in any fashion from or arising directly or Indirectly out of or connected with the use of the
Citys right-of-way.
I have read and understand the above statementand by signing this application I agree to its terms.
I hereby understand and agree to pay all city fees related tD this application as required by the city's adopted Fee Resolution.
ASignature: Date: _`
This permit shall be posted on the site during construction.
Please call 407.688.5080, Ext. 5401.24 hours In advance to schedule a pre -pour Inspection.
Pre -pour Inspection by: Date:
Septomper 2010 ROW use
SCPA Parcel View: 21-19-30-510-0000-1640
r
http://parceidetaii.scpafl.org[ParceiDetailinfo.aspx?P] D=2119305100...
R
CIA
PAP
es.+orsooum, rior+ox
Parcel Information
Parcel: 21-19-30-510-0000-1640
Property Address: 508 RED ROSE LN SANFORD, FL 32771
Parcel 21-19-30-510-0000-1640
Owner TAYLOR MORRISON OF FL INC
Property Address 508 RED ROSE LN SANFORD, FL 32771
Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751
Subdivision Name THORNBROOKE PHASE 4
Tax District S1-SANFORD
DOR Use Code 00-VACANT RESIDENTIAL
Exemptions
Legal Description
E ROOKE PHASE 4
GS 70-71
Taxes
Value Summary
2018 We
Values
Valuation Method Cost/Ma
Number of Buildings 0
Depreciated Bldg Value
L
Depreciated EXFT Value
Land Value (Market)
Land Value Ag ~
40,000
JustlMarket Value " 40,000
Portability Adj
Save Our Homes•Adj 0
Amendment 1 Adj 0
P&G Adj 0
Assessed Value I $40,000
Tax Amount without SOH:
2017 Tax Bill Amount
Tax Estimator
Save Our Homes Savings:
Does NOT INCLUDE Non Ad Valorem
Taxing Authority Assessment Value Exempt Values
County General Fund 40,000 0,
Schools 40,000
City Sanford 40,000 0
SJWM(Saint Johns Water Management) I $40,000 0 i
County Bonds 40,000 0
Sales
Description I Date I Book I Page I Amount I Qualified
No Sales
1 of 2 2/19/2018, 11:35 AM
REQUIRED INSPECTION SEQUENCE
TAYLOR MORRISON SFR-DETACHED
Permit #
BUILDING PERMIT
Min Max Inspection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Pre our
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 i
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
Addrecc•
ELECTRICAL PERMIT
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power TUG
30 Electric Rough
1000 Electric Final
Min Max Inspection Description
10 Plumbing UnderjEound
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
MECHANICAL PERMIT -
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
is
CITY OF SANFORD
Q BUILDING, B, IRE'PREV ENTION
P:ERMIT°APPLICATION
Application No:
Documented Construction Value: $
Job Address: '.50% I ese- Lr\ Historic District: Yes No
Parcel ID: Resident tiato Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use 4 Move
Description of
t (i
Plan Review Contact Person:'N Di-J I 'f[p,YS
I-
Title:
Phone: _'1-rj S ood Fax:OZ->5- -385.3 Email:
Property Owner information
Name Phone: AA -
Street: 26I1l.C,n...U6•e3 . _. r. _ Resident of property? : A City,
State Zip:J VIQ Al. Qpa YYC Coritrar Information
Name l-7'
1 ... G. '1-t
Phone:• `- -
7 5 Street: TSC-0
Fax: 1401- AZ.- al?53 City, State Zip: t..(, `
State License No.: Nt)3 Architect/Engineer information Name:
Phone: Street: Fax:
City, St,
Zip: 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 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 1053 Shall be
inscribed with the date of application and the code in effect as of that date: 5u' Edition (2014) Florida Building Code Revised: June 30, 2015
Permit Application
NBC : 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 at work will
be done in compliance with p11 applieablelaws regulaft construction and zo ' g.
Signature of Owner/Agent Date
Print OwnerlAgent's Name
Signature of Notary -State of Florida Date Sigoadue
Name
CHERYL D AKERS
MY COMMISSION # FF998962
EXPIRES June 05, 2020
T,
I N071;9"153 Fb;d3"0WgS* =.com I
Owner/Agent is Personally Known to Me or Contractor/,Agent is Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg:
Flood Zone:
Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes[:] No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
of Heads
UTILITIES:
FIRE:
Fire Alarm Permit: Yes No
WASTE WATER: .
BUILDING:
Revised: June 30, 201 S Permit Application
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tr 11 :!•a•
CITY OF SANFORD
BUILDING 8i FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction N%alue: S Lot 2()o t; )
Job Address:Historic District: Yes No U
Parcel ID: Residential Commercial
Type of Work: New D Addition Alteration Repair Demo Change of Use Nlove
jj I
Description of "i''ork: I I (, Khv l R 1 I . (1' !/j c Tei^ I(, T
i1 1^i lLl 1 Eal- 11 1ir 11, Imo , C ° v i, .
mac
J
o
Plan Review Contact Person: Title -
Phone: Fax: Email:
Property Owner Information
Name (]V h' Phone:
IF i
Street: Resident of properh•?'
City, State Zip:
Contractor Information
r4-:7 Phon
Street: _UAJ Fax:
City, State Zip: 1! , r -7 7 1 State
Architect/Engineer Information
acne: Phone: 1
I
Street: Fax: I
City, St, Zip: E-mail:
Bonding Company: Lender:
address: Address:
NVAPNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT .NI.-kNjRESULT IN YOUR
PAYING TNVICE FOR INIPROVE-IENTS TO YOUR PROPERTY. A NOTICE OF CO>LAIENGENIENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING. CONSULT NCITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDfNG OUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicaied. 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 la vs relwlatirg 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.
FCC 10-5.3 Shall be inscribed wit It the date of application an(It lie code in effect as of that date::' Edition (2014) rlorida Building Code
P,:vi:cd. Jun: Sfi.20i3 Pcrmit.an; ilcapon
I
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 cowity, and there may be additional peanuts 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 properry 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 acrual construction Value,
credit will be applied to your permit fees when the permit is issued.
OWNEWS AFFIDAVIT: i certify that all of the foregoing information is accurate and that all NVork Nvill
be done in compliance with all applicable laws regulating construction a ng.
Si=rure of Otto?r'.A¢ent Daie
rim Owne:•Aetnt's Name
Sien:irure of Notaryswe of Florida Dai:
Owner/Agent is Personally Kno\+'n to Me or
Produced iD Type of iD
si Dat:
ll
Simta:ur. . : ie of Flond3 Date
STEPHANIE RALLO
Commission # FF 175017
71 Expires November 9, 2018
i1P... (bbodlNuT buu.ne.EODJEs10t0
Contractor/As ni is Personally Kno\rn to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical 'Mechanical Plumbing[] Gas[] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg:
eta- Construction: Electric - z of Amps
Lin. Occupancy load:
Fire Sprinkler Permit: Yes \io - of Heads
APPRONrALS: ZO'!\'I\G:
E\GfNtEER.t.\-G:
COWNTE\TS:
UTILITLES:
FIRE:
r of Stories:
Plumbing - - of Fixtures
Fire :harm Permit: Yes \o
VASTE WATER:
BLIILDTNG:
H.etisld: !one A. 2015 ?:rut Appkation
10
SUBDIVISION.• r
1
Grky d l9
CITY OF SANFORDAPR1tJ' BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 18_9 2 C1
Documented Construction Value: S N WIQS
Job Addresss: U Kf 7 L( ^q - Historic District:, Yes [I No
Parcel ID: I T 1 UL4 Residential o Commercial
Type of Norte: New Addition Alteration Repair Demo Change of Use Move
Description of Norte: NEW RESIDENTIAL PLUMBING
Plan Revic%v Contact Person: Title:
Phone: Fax: Email:
Property Owner Information
Name b Phone:
Street: 0 Resident of property?
City, State Zip:
Contractor Information
Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2082
Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522
City, State Zip: MABLETON, GA 30126 State License No.: CFC1426502
Arch itecUEngineer Information
Name:
Sheet:
City, St, Zip:
Bonding Company:
Address:
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILIIRE 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, Yells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Sludl be inscribed with the dole or application and the code in erfect as or that date: 5" Edition (2014) Florida Building Code
Revised: hme 30.2015 Permit Apphctaion
4r,
N
NOTICE: In addition to the requirements ol'th s 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 en' ities such as water
management districts, state agencies, or federal agencies.
Acceptance ol'permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
I
The City of Sanlbrd requires payment of a plan review lice 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 theltime 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: 1 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. i
6tt l Q
r (C7
Signature of Owner/Agent Date Signature of C tractor/Agent [;.I,)
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature orUntnry-State of Florida
Contractor/Agent is Personal
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
100
Bate`\`q\\U\1 111111YL
EXPIRES
GEORGIA
AM M!e2pjo
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
t
Construction Type: Occupancy Use: Flood Zonc:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:;
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes f No
WASTE WATER:
I
FIRE: BUILDING:
i
Revised: June 30, 2015 Permit Application
r 1
When Buildings Talk. We Listen
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING
CONSTRUCTION
Envelope Leakage Test Report
Prescriptive and Performance Method
Project Name: 'rlfke j 4q Builder Name: , I rVISo+) Street: ,-
d 6 ged Ase lAn a Permit Office: i City,
State, Zip: n r4 f (, 3 Z*7 Permit Number: Design
Location: , ho f b o0 e Jurisdiction: Envelope
Leakage Test Results Single
Point Test Data: HOUSE
PRESSURE: 5616 FLOW: SS6 Leakage
Characteristics CFM (
50): 131 9 Pass Fail ACH(
50): 3,95 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. 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 Where required by the code official, teslting shall be performance
results demonstrate compliance with conducted by an approved third -party. A written report of Florida
Energy Code requirements in accordance with the test results shall be signed by the third party section
R402.4.1.2 L
conducting
the test and provided to the code +official. SIGNATURE:
PRINTED
NAME- %(4b E G/'Gn 1 J-/- BUILDING OFFICIAL: DATE:
S Mp1 DATE: I Testing
was conducted in accordance with ANSI/RESNET/ICC 380 to meet the 2017 residential energy code. I I
Florida Building Code Duct Leakage Results
Builder: Tr So/1
J
V d r ao FQ Lot #: j Z qNeighborhood: I` 61-
Address: O
City: 544 State:
Square Footage: Z138
F'L Permit M 18-9,2
Stage of Construction for Test
Rough in with Air Handler n Rough in no Air Handler INPost Construction
Duct Leakage Test Results:
Duct Leakagerequirement: % percent reP q
System CFM25
Square
Footage
Duct Leakage
CFM/100s ft.
Location Pass or Fail
37,5 Z138
2
3
4
5
Pass Fail
Rating Company: Skye ecO Inspection Date: q / 8 be
7/
Rater Name: 6 G 4'T
Rater Signature:
tv
0
IL S kyelme c
The Energy Code Experts
9570 Regency Square -Blvd. Suite 410 Jacksonville, FL 32225
Phone: 904.482.4000 1 1.866.SKYETEC
www.SkyeTec.com
er #cate of dam
0'
gas mccessfiffy completed the TW Inspector Training Course as of
9/18/2015
s gnaticrre of Education a 7mirang Kanager sigratm of Oirectorof Operations
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot 164ThornbrookeSantaRosaGLN Builder Name: TAYLOR
MORRISONJStreet: xxvlr .Q,wri
City, State, Zip: FL, 'y(
Permit Office:
Permit Number: 8 2 9
Owner: Jurisdiction: 15 0 vDesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) E
1. New construction or existing New (From Plans) 9. Wall Types(2706.2 sgfl.) Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=13.0 1377.00 ft'
b. Concrete Block - Int Insul, Exterior R=11.0 1098 20 ft'
3. Number of units, if multiple family 1 c Frame -Wood, Adjacent R=13 0 231.00 f'
4. Number of Bedrooms 4 d. N/A R= it,
10. Ceiling Types (1277 0 sgft.) Insulation Area
5 Is this a worst case? No a. Under Attic (Vented) R=30 0 1277.00 ft'
6. Conditioned floor area above grade (ft') 2138 b. N/A R= fl'
Conditioned floor area below grade (W) 0
c. N/A
11. Ducts
R= f1'
R ff'
7. Windows(336.7 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 427.6
a. U-Factor: Dbl, U=0.34 272.67 ft'
SHGC: SHGC=0 31
b. U-Factor: Dbl, U=0.58 64.00 ft' 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.32
a. Central Unit 42.0 SEER:15.00
c. U-Factor: N/A fl'
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft' a. Electric Heat Pump 42.0 HSPF.8.50
SHGC-
Area Weighted Average Overhang Depth: 2.521 ft.
Area Weighted Average SHGC: 0.312 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (1277.0 sgft.) Insulation Area EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 1157.00 ft' b. Conservation features
b Raised Floor R=19.0 78.00 ft' None
c. other (see details) R= 42.00 ft' 15. Credits Pstat
Glass/Floor Area: 0.157
Total Proposed Modified Loads: 64.00 PASS
Total Baseline Loads: 68.96 1
I hereby certify that the plans and specifications covered by Review of the plans and F HE STq
this calculation are in compliance with the Florida Energy
Code.
specifications covered by this
indicates
S4""^
calculation compliance
Uk with the Florida Energy Code.
PREPARED BY: Before construction is completed
DATE: - 2/-1.0/.1.8 this building will be inspected for
compliance with Section 553.908
a
I hereby certify that this building, as designed, is in compliance Florida Statutes. ly OCADwiththeFloridaEnergyCode. WE
OWNER/AGENT: ----- ----- -- -- .
DATE:
BUILDING OFFICIAL: - - - -- -
DATE: ZG
Compliance requires certification by the air handler 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).
2/10/2018 10.58 AM EnergyGauge® USA - FlaRes2017 Section R405.4 1 Compliant Software Page 1 of 5
FORM R405-2017
PROJECT
Title: Loll 64ThornbrookeSantaRos Bedrooms: 4 Address Type: Street Address
Building Type: User Conditioned Area- 2138 Lot #
Owner Name: Total Stories: 2 Block/Subdivision:
of Units: 1 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:
I
CLIMATE
i
V Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site 97.5 % 2 5 % Winter Summer Degree Days Moisture Range
FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 i 44 Medium
BLOCKS
i
Number Name Area Volume
1 Blockl 2138 19669.6
SPACES I
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Main 2138 19669.6 Yes 5 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Raised Floor Main 78 W 19 0 0 1
2 Floor over Garage Main 42 fl7 19 0 0 1
3Slab-On-Grade Edge Insulatio Main 117.6 It 0 1157 It" 0!34 0 0.66
ROOF
Roof Gable Roof Solar SA Emitt Emill Deck PitchJ # Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Gable or Shed Composition shingles 1428 it° 320 fl7 Medium 0.85 N 0.85 No 0 26.6
ATTIC
V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1277 fl= N N
2/10/2018 10 58 AM EnergyGaugeO 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 Under Attic (Vented) Main 30 Blown 1277 ft' 0.11
I
Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
v # Omt To Wall_T.ype
Space R_Value-Et_In-EI-In Area-R Value-Eraclion-Absor.-Grade%-
1 S Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0
I
2 S Exterior Concrete Block - Int Insul Main 11 30 0 9 4 280.0 ft' 0 0 0.6 0
3 W Exterior Frame - Wood Main 13 46 6 9 0 418.5 ft' 0 i 0.23 0.6 0
4 W Exterior Concrete Block - Int Insul Main 11 37 6 9 4 350.0 ft= 0 0 0.6 0
5 NW Exterior Concrete Block - Int Insul Main 11 5 8 9 4 52.9 ft' 0 I 0 0.6 0
6 N Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0
1
0.23 0.6 0
7 N Exterior Concrete Block - Int Insul Main 11 5 0 9 4 46.7 ft' 0 ; 0 0.6 0
8 E Exterior Frame - Wood Main 13 46 6 9 0 418.5 ft' 0 0.23 0.6 0
9 E Exterior Concrete Block - Int Insul Main 11 39 6 9 4 368.7 ft' 0 0 0.6 0
10 Garage Frame - Wood Main 13 24 9 9 4 231.0 ft' 0 0.23 0.01 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 NW Wood Main None 25 3 1 8 24.7 ft'
2 Wood Main None 25 2 10 18 22.7 ft'
WINDOWS
Orientation shown is the entered, Proposed orientation. i
Wall Overhang
Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Inl Shade Screening
1 S 1 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft' 1 ft0 in 1 ft 0 in None Exterior 5 2
S 1 Vinyl Low-E Double Yes 0.34 0.31 N 40.0 ft' 1 ft0 in 1 ft0 in None None 3 S 2
Metal Low-E Double Yes 0.58 0.32 N 64.0 ft' 9 ft 0 in 0 ft 0 in I None None 4 S 2
Vinyl Low-E Double Yes 034 0.31 N 58.6 ft' 1 ft 0 in 11 ft 8 in None Exterior 5 5 W 3
Vinyl Low-E Double Yes 0.34 0.31 N 6.0 ft' 1 It 0 in 1 ft 0 in None Exterior 5 6 W 3
Vinyl Low-E Double Yes 0.34 0.31 N 15.0 ft' 1 It 0 in 1 ft 0 in None Exterior 5 7 W 4
Vinyl Low-E Double Yes 0.34 0.31 N 9.0 ft' 1 ft 0 in 11 ft 8 in None Exterior 5 8 N 6
Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft' 1 ft0 in 1 ft 0 in None Exterior 5 9 E 8 Vinyl
Low-E Double Yes 0.34 0.31 N 45.0 ft' 1 ft0 in 1 It 0 in None Exterior 5 10 E 9 Vinyl Low-
E Double Yes 034 0.31 N 39.1 ft' 1 ft0 in 11 ft 8 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed
Wall
Perimeter Avg. Wall Height Exposed Wall Insulation 1 451 ft' 451 ft' 64
It 8 ft 1 1 2/10/2018 10.58 AM
EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2017
INFILTRATION
1
Scope Method SLA
t
CFM 50 ELA EgLA ACH iCH 50
1 Wholehouse Proposed ACH(50) 000409 2294.8 125.98 236.93 .3678
1
7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:8.5 42 kBtu/hr it 1 sys#1
COOLING SYSTEM
t
i
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 15 42 kBtu/hr cfm 0.75 1
I
sys#1
HOT WATER SYSTEM
I
System Type SubType Location EF Cap Use Se1Pnt Conservation
1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None
SOLAR HOT WATER SYSTEM
I
FSEC
Cert # Company Name
Collector
System Model # Collector Model # Area
I Storage
Volume FEF
None None fV
DUCTS
Supply ----
Location R-Value Area
Return ---- Air CFM 25 CFM25
Location Area Leakage Type Handler TOT OUT ON RLF
HVAC #
Heat Cool
1 Attic 6 427.6 ft Main 106.9 ft Default Leakage Main (Default) (Default) ( 1 1
TEMPERATURES
Programable Thermostat: Y
Coolingf Jan (] Feb [ j Mar
HealinXJan XFeb XMar Venlin l[ ] Jan l[ ])
Feb l[X1) Mar Ceiling Fans: APr I
MaY [ ] Jun ()
Jul
l 1 Aug ] Sep
j j Apr r[
Ma [X] Jun [[X]] Jul r[X] AugX] Sep JAX] A r [ Ma [ ] Jun [[ JJ Jul [ Au ] Sep Oct Nov Oct X
Nov Oct
X
Nov
f
Dec XDec Dec
2/10/
2018 10:
58
AM EnergyGauge® USA - FlaRes2017 Section R405.4 1 Compliant Software Page 4 of 5
FORM R405-2017
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 110 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
PM 78 78 78 78 78 78 78 78 78 178 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
Healing (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
f
2/10/2018 10:58 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2017
ENERGY PERFORMANCE LEVEL (1,EPL)
DISPLAY CARD,
ESTIMATED ENERGY PERFORMANCE INDEX* =
The lower the EnergyPerformance Index, the more efficient the home.
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (W)
7. Windows" Description
a. U-Factor: Dbl, U=0.34
SHGC: SHGC=0.31
b. U-Factor. Dbl, U=0.58
SHGC: SHGC=0.32
c. U-Factor: N/A
SHGC:
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
8. Floor Types
a. Slab -On -Grade Edge Insulation
b. Raised Floor
C. other (see details)
FL,
New (From Plans) 9. Wall Types
Single-family
a. Frame - Wood, Exterior
b. Concrete Block - Int Insul, Exterior
1 c. Frame - Wood, Adjacent
4 d. N/A
10. Ceiling Types
No a. Under Attic (Vented)
2138 b. N/A
Area
c. N/A
272.67 ftT
11. Ducts
a. Sup: Attic, Ret: Main, AH: Main
64.00 ft=
12. Cooling systems
ft° a. Central Unit
ft'
2.521 ft.
0.312
Insulation Area
R=0.0 1157.00 ft'
R=19.0 78.00 W
R= 42.00 ft7
I
i
I
I Insulation
IR=
13.0
R=11.0
R=13.0
IR=
Insulation
R=30.0
R=
R=
I
kBtu/hr
42.0
Area
1377.00 ft'
1098.20 ft'
231.00 ft'
02
Area
1277.00 ft°
ft'
ft'
R ft°
6 427.6
Efficiency
SEER:15.00
1
13. Heating systems kBtu/hr Efficiency
a. Electric Heat Pump i 42.0 HSPF:8.50
14. Hot water systems
a. Electric Cap: 50 gallons
I EF: 0 95
b. Conservation features i
None
i
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: _ Date: 6 It
Address of New Home: S() )901rC La-City/FL Zip: 4^, izr
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.
2/10/2018 10-58 AM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
Manual S Compliance Report Job: Lot164ThornbrookeSant...
DEL --AIR p p Date: 6/4/2014
NUMB CONNM D G 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
Project• •
For: TAYLOR MORRISON
Design Conditions
Outdoor design DB: 92.5°F Sensible gain: 30618 Btuh Entering coil DB: 77.3°F
Outdoor design WB: 76.3°F Latent gain: 5868 Btuh Entering coil WB: 63.60F
Indoor design DB: 75.0°F Total gain: 36485 Btuh
Indoor RH: 50% Estimated airflow: 1450 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Lennox Model: 14HPX-042-230-19+CBA27UHE-042-230•++TDR
Actual airflow: 1450 cfm
Sensible capacity: 33208 Btuh 108% of load
Latent capacity: 6446 Btuh 110% of load
Total capacity: 39655 Btuh 109% of load SHR: 84%
Design Conditions
Outdoor design DB: 41.7°F Heat loss: 26545 Btuh Entering coil DB: 69.3°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Lennox Model: 14HPX-042-230-19+CBA27UHE-042-230'++TDR
Actual airflow: 1450 cfm
Output capacity: 39236 Btuh 148% of load Capacity balance: 29 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1450 cfm
Output capacity: 8.0 kW 103% of load Temp. rise: 17 OF
Meets all requirements of ACCA Manual S.
wrightsoR- 2018-Feb-10 11:03:30
A •-..-
Right -Suite® Universal 2018 18.0 10 RSu24011 Page 1
eSaniaRosaGLN\Lo1164ThornbrookeSantaRosaGLN rup Calc = MJ8 House laces: N
Component ConstructionsfQDEL-AIR
t11Ai1NB•wnC011111rtONDIB Entire House
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY SANFORD_ FL 32771 Phnne 407.333.2665 Fax* 407-333.3853 Web WWW.DEL-AIR COM
r vr. Inr w" rvrvnnrvvry
Location:
Orlando Intl AP, FL, US
Elevation: 95 ft
Latitude: 28ON
Outdoor: Heating
Dry bulb (OF) 42
Daily range (°F) -
Wet bulb (OF) -
Wind speed (mph) 15.0
Construction descriptions
Indoor:
Indoor temperature (OF)
Design TD (OF)
Relative humidity (%)
Cooling Moisture difference (gr/lb)
93 Infiltration:
17 ( M) Method
76 Construction quality
7.5 Fireplaces
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int
insh, 2"x4" wood firm, 16" o.c. stud
13A-7.5ocs: Blk wall, stucco ext, r-9 ext bd ins, 8" thk, 1/2" gypsum
board int insh
16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2"
gypsum board int insh
Partitions
12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int Insh, 2"x4"
wood Irm, 16" o.c. stud
Job: Lot 164ThornbrookeSant...
Date: 6/4/2014
By-i FJF
Heati
1.5,
Simplified
Average,
0
Cooling
75
18
50
46.4
Or Area U-value Insul R Htg HTM I Loss Clg HTM Gain
hM Btuh/IP••F ha-•FBWh BWh/nr Btuh BWhtW BWh
n 240 0.091 13.0 2.58 618 2.34 562
e 374 0.091 13.0 2.58 962 2.34 875
s 200 0.091 13.0 2.58 515 2.34 469
w 398 0.091 13.0 2.58 1024 2.34 931
all 1211 0.091 13.0 2.58 13119 2.34 2838
n 47 0.095 7.5 2.69 125 1.67 78
e 330 0.095 7.5 2.69 I886 1.67 550
s 158 0.095 7.5 2.69 424 1.67 263
w 341 0.095 7.5 2.69 I916 1.67 568
nw 28 0.095 7.5 2.69 176 1.67 47
all 903 0.095 7.5 2.69 2427 1.67 1505
n 25 0.032 30.0 0.91 i 23 2.38 59
208 0.091 13.0 2.58 536 1.44 300
Windows
2A-2ov: 2 glazing, Or low-e outr, air gas, vnl firm mat, Or innr, 1/4" gap, n
1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5 ft window ht, 1 ft e
sep.); 6.67 It head ht s
s
w
all
2A-2ov: 2 glazing, Or low-e ouir, air gas, vnl Irm mat, Or innr, 1/4" gap, e
1/8" thk; NFRC rated (SHGC=0.31); 1 If overhang (6.3 It window ht, s
11.67 ft sep.), 6.67 ft head ht all
2A-2omd- 2 glazing, clr low-e ouir, air gas, mtl no brk Irm mat, clr innr, s
114" gap, 1/8" thk; NFRC rated (SHGC=0.32), 9 ft overhang (8 ft
window ht, 0 ft sep.); 6.67 It head ht
2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl firm mat, clr innr, 1/4" gap, w
1/8" thk; NFRC rated (SHGC=0.31); 1 It overhang (3 ft window ht, 1 ft
sep.); 6.67 ft head ht
30 0.340 0 9.62
45 0.340 0 9.62
30 0.340 0 9.62
40 0.340 0 9.62
15 0.340 0 9.62
160 0.340 0 9.62
39 0.340 0 9.62
58 0.340 0 9.62
97 0.340 0 9.62
64 0.580 0 16.4
6 0.340 0 9.62
289
433
289
365
144
1540
37,4
5611
935
1050
12.4 373
35.7 1608
12.6 378
12.6 505
35.7 536
21.2 3400
35.7 1388
13.9 811
22.6 2199
16.8 1078
35.7 214
wrightsoft'
R ht-Suite® Universal t8 0 t0 RSU240tt
2018-Feb-10 11 03.30
AC
9 Page t
eSantaRosaGLN%LoIt64ThornbrookeSanlaRosaGLN rup Calc = MJ8 House laces: N
2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, w 9 0.340
1/8" thk; NFRC rated (SHGC=0.31); 1 fl overhang (4.2It window hl,
11.67 ft sep.); 6.67 It head ht
Doors
11 DO: Door, wd sc type nw 25 0.390
n 23 0.390
all 47 0.390
Ceilings
16B-30ad:Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1277 0.032
gypsum board ini fnsh
Floors
20P-191: Fir floor, frm fir, 12" Ihkns, r-19 cav ins, amb ovr 78 0.050
20P-191: Fir floor, Irm fir, 12" Ihkns, r-19 cav ins, gar ovr 42 0.050
22A-tpl: Bg floor, light dry soil, on grade depth 118 0.989
0 9.62 88 35.7 325
0 11.0 272 12.0 296
0 11.0 250 12.0 272
0 11.0 522 12.0 568
30.0 0.91 1156 1.74 2216
19.0 1.41 110 0.71 55
19.0 1.41 I 59 0.71 30
0 28.0
i
3291 0 0
I
wrightSO—
Righl-Suile® Universal 2018 18.0 10 RSU24011
2018-Feb-10 1
Page32
Cp. 9
eSanlaRosaGLN\Lo11647hornbr0okeSanlaROsaGLN rup Calc = MJ8 House laces. N
1 DEL -AIR Project Summary Job: Lot164ThornbrookeSant...
1 7 Date: 6/4/2014
lolMO- AIR CONDIMMMS 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
Notes: RVSD 6/6/16 JA
LS 2/21/17 JA
REDLINE 11-2-17 JA
LS 11/14/17 JA
Weather: Orlando Intl AR FL, US
Winter Design Conditions
Outside db 42 OF
Inside db 70 OF
Design TD 28 OF
Heating Summary
Structure 19638 Btuh
Ducts 6906 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 26545 Btuh
Infiltration
Method
Construction quality
Fireplaces
Simplified
Average
0
Heating cooling
Area (ft2 213g 2135
Volume ()ft3) 22293 22293
Air changes/hour 0.41 0.21
Equiv. AVF (cfm) 152 78
Heating Equipment Summary
Make Lennox
Trade MERIT
Model 14H PX-042-230-19
AHRI ref 10258591
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 29 OF
Backup:
8.5 HSPF
42000 Btuh @ 470F
1450
0
cfm
0.055 cfm/Btuh
0.30 in H2O
Input = 8 kW, Output = 27292 Btuh, 100 AFUE
I
Summer Design Conditions
Outside db 93 OF
Inside db i75 OF
Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 46 gr/lb
Sensible Cooling Equipment Load Sizing
Structure 2007,5 Btuh
Ducts 10543 Btuh
Central vent (0 cfm) 10 Btuh
none)
Blower 0 Btuh
Use manufacturer's data
Rate/swing multiplier 1.00
Equipment sensible load 30618 Btuh
Latent Cooling Equipment Load Sizing
Structure 3654 Btuh
Ducts 2214, Btuh
Central vent (0 cfm) 0, Btuh
none)
Equipment latent load 5868 Btuh
Equipment Total Load (Sen+Lat) 364851 Btuh
Req. total capacity at 0.75 SHR 3.41 ton
Cooling Equipment Summary
Make Lennox '
Trade MERIT
Cond 14HPX-042-230-19
Coil CBA27UHE-042-230'++TDR
AHRI ref 10258591
Efficiency 13.0 EER, 15 SEER i
Sensible cooling 31500 Btuh
Latent cooling 10500 Btuh
Total cooling 42000 Btuh
Actual air flow 1450 efm
Air flow factor 0.047 efm/Btuh
Static pressure 0.30 in H2O
Load sensible heat ratio 0.84
Calculations approved by ACCA to meet all requirements of Manual J 81h Ed.
pp- wr1l9hts43,ft- 2018!Feb-1011 03.30
1 .......-•---- Right-Suile® Universal 2018 18.0 10 RSU24011 Page 1
ACC0%...eSanlaRosaGLN\Lo1164ThornbrookeSantaRosaGLN rup Calc . MJ8 House laces, N
g
RDEL--AIR Right-JO Worksheet
0 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: Lot 164ThornbrookeSantaRo...
Date: 6/4/2014
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
Entire House
270.6 If
9.2 It
2434.5 fiz
family rm
32.0 It
9.3 It heal/cool
15.0 x 17.0 If
255.0 ft2
Ty Construction
number
U-value
BluWflx•F)
Or HTM
BluWfl
Area (I12)
or perimeter (ft)
Load
Bluh)
Area (fl2)
or perimeter (II)
Load
Bluh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod
6 12C-0sw
2A-2ov
0.091
0.340
n
n
2.58
9.62
2.34
12,44
270
30
240
0
618
289
562
373
0
0
0
00
0 0
0
W 13A-7.5ocs 0.095 n 2.69 1.67 47 47 125 78 0 0 0 0
W 16A-30ad 0.032 n 0.91 2.38 25 25 23 59 0 0 0 0
11 y/
I-G
12C-0sw
2A-2ov
0 091
0 340
a
e
2.58
962
2.34
35.73
419
45
374
0
962
433
875
1608
0
0
0
0
0
0
0
0
y/
G
13A•7.5ocs
2A•2oy
0.095
0.340
a
a
2.69
9.62
1.67
35.73
369
39
330
0
886
374
550
1388
159
0
159
0
426
0
264
0
12C-Osw
2A-2ov
2B-21v
0.091
0.340
0.340
s
s
s
2.58
9.62
9.62
2.34
12,61
12.61
270
30
40
200
26
35
515
289
385
469
378
505
0
0
0
0
0
0
0
0
0
0
0
01(
C
13A•7.5ocs
2A-2omd
2A-2ov
0.095
0.580
0.340
s
s
s
2.69
16.41
9.62
1.67
16.85
1392
280
64
58
158
64
0
424
1050
561
263
1078
811
140
64
0
76
64
0
204
1050
0
127
1078
0G'
v
C
12C-0sw
2A-2ov
2A-20v
0,091
0.340
0 340
w
w
w
2.58
962
9 62
2.34
35.73
35.73
419
6
15
398
0
0
1024
58
144
931
214
536
0
0
0
0
0
0
0
0
0
0
0
0
yl
t--G..2A
13A-7.5ocs
Zov
0.095
0.340
w
w_
2.69
9.62
1.67
35J.3
350
9
341
0
916
88
568
325
0
n
0
0
0
o
0
Q
Vj/
L-D
13A-7.5ocs
11 DO
0.095
0.390
nvv
nw
2.69
11.04
1.67
11.99
53
25
28
25
76
272
47
296
0
0
0
0
0
0
0
0
T-DC
12C-0sw
11 DO
0.091
0.390 n
2,58
11.04
1.44
11.99
231
23
208
23
536
250
300
272
0
0
0
0
0
0
0
0
16B-30ad 0.032 0.91 1.74 1277 1277 1156 2216 0 0 0 0
F 2OP-191 0.050 1.41 0.71 78 78 110 55 0 0 0 0
F 2OP-191 0.050 1.41 0.71 42 42 59 30 0 0 0 0
F 22A-1 Q,9 27.99 9,Q0 1t58 118 29t 0 255 8_9.6 Q
6 c) AED excursion 0 125
Envelope losstgain 14912 147881 2577 1344
12 a) Infiltration
b) Room ventilation
4726
0
1497
0
564
0
179
0
13 Internal gains: Occupants @ 230
Appliances/olher
6 1380
2410
4 920
0
Subtotal (lines 6 to 13) 19638 20075 3141 2443
14
15
Less external load
Less transfer
Redstnbution
Subtotal
Duct loads 35% 53%
0
0
0
19638
6906
0
0
0
20075
10543 28'/0 1 39%o
0
0
0
3141
890
0
0
0
2443
962
Total room bad
Au required (cfm)
26545
1450
30618
1450 1 1
4031
220
3405
161
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
i F wrigF tso1R!- 2018-Feb-1011.03:30
AC*' Righl-SudeO Universal 2018 18.0 10 RSU24011 Page 1
eSantaRosaGLN%Loll64ThornbrookeSantaRosaGLN.rup Calc a MJ8 House laces: N
1' DEL -AIR
runnm. = cmmnamro
Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 Fax: 407-333.3853 Web WWW.DEL-AIR COM
Job: Lot164ThornbrookeSantaRo...
Date: 6/4/2014
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
mslr rm
29.0 It
9.3 It heal/cod
15.0 x 14.0 It
210 0 IV
mstr b1h
11.5 11
9.3 It heavcool
1.0 x 91.0 II
91.0 II=
Ty Construction
number
U-value
BlulvllZ•F)
Or HTM
BIu1Ult7)
Area (Ili)
or perimeter (II)
Load
Bluh)
Area (Il2)
or perimeter (It)
Load
Btuh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool
6 VIl
G
12C-0sw
2A-2ov
0.091
0.340
n
n
2.58
9.62
2.34
12.44
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W 13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 0 0 0 0
W 16A•30ad 0.032 n 0_91 2.38 25 25 23 59 0 0 0 0
11 VGC
12C-Osw
2A-2ov
0.091
0.340
a
a
2.58
9.62
2.34
35.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t_C
13A-7.5ocs
2A-2ov
0.095
0.340
a
a
2.69
9.62
1.67
35.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12C-Osw
2A-2ov
2B-21v
0.091
0.340
Q340
s
s
s
2.58
9.62
962
2.34
12.61
12.61
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yl
C
13A-7.5ocs
2A-2omd
2A-20v
0.095
0.580
0.340
s
s
s
2.69
16.41
9.62
1.67
16.85
13.92
140
0
58
82
0
0
220
0
561
136
0
811
0
0
0
0
0
0
0
0
0
0
0
0
V
C
1--f
12C-Osw
2A-2ov
2A-2ov
0.091
0.340
0 340
w
w
w
2,58
9.62
9,62
2.34
35.73
35.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G..2A_2ov
13A-7.5ocs 0.095
0.340
w
w_
2.69
9.62
1.67
35J.3
131
n
131
0
351
O
218
0
107
0
107
0
288
0
179
0.
Vj/
0
13A-7.5ocs
1ID0
0.095
0.390
nw
nw
2.69
11.04
1.67
11.99
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
q
1-D
12C•Osw
11DO
0.091
0.390 n
2.58
11.04
1.44
it. 99
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C 16B-30ad 0.032 0 91 1.74 0 0 0 0 0 0 0 0
F 20P-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0
F 2OP-191 0 050 1.41 0.71 0 0 0 0 0 0 0 0
F 22A-tot 27.99- 9QQ 21Q 29 12 0 91 12 0
6 c) AED excursion 20 12
Envelope loss/gain 1966 1244 610 167
12 a) Inldlrauon
b) Room venldalion
559
0
177
of
203
0
64
0
13 Internal gains: Occupants @ 230
Appliances/other
1 230
600
0 0
0
Subtotal (lines 6 to 13) 2525 2251 813 231
14
15
Less external load
Less transfer
Redistribution
Subtotal
Ducl bads 1 281/6 1 39^/ 1
0
0
0
2525
715
0
0
0
2251
886 281/6 1 399/0
0
0
0
813
230
0
0
0
231
91
Total room load
Air required (clm)
3240
177
3137
149 1 1
1044
57
322
15
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrigF+CsoP!- 2018-Feb-1011.03:30
4G A
Righl-Suite® Universal 2018 18.0.10 RSU24011 Page 2
eSanlaRosaGLN%Lo1164ThornbrookeSanlaRosaGLN.rup Calc = MJ8 House laces N
DEL -AIR
KAM • oor nmmw
Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CgNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665Fax: 407.333.3853 Web: WWW.DEL-AIR.COM
Job: Lot 164ThornbrookeSantaRo...
Date: 6/4/2014
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
utility
6.0 It
9.3 It heat/cool
6.0 x 60 It
360 f12
pwdr
10.5 If
9.3 It heal/cool
6.0 x 5.5 It
33.0 112
Ty I Construction
ner
U-value
Bluh/It2-*F)
Or HTM
8Iut1/112)
Area (111)
or perimeter (It)
Load
Bluh)
Area (112)
or perimeter (11)
Load
Btuh)
Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cool
6 12C•Osw
2A-2ov
0.091
0.340
n
n
2.58
9.62
2.34
12.44
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W 13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 47 47 125 78
W 16A-30ad 0.032 n 0.91 2.38 0 0 0 0 0 0 0 0
11 Y 12C-Osw
2A-2ov
0.091
0.340
a
a
2.58
9.62
2.34
35.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t-(• 13A-7.5ocs
2A•2ov
0.095
0.340
a
a
2.69
9.62
1.67
35.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12C-Osw
2A•20v
2B_21v
0.091
0.340
0_340
s
s
s
2.58
9.62
9_1 2
2.34
12 61
12.61
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yl 13A-7.5ocs
2A-2omd
2A•2ov
0.095
0.580
0.340
s
s
s
2.69
16.41
9.62
1.67
16.85
13.92
6
0
0
0
0
0
0
0
0
0
0
0
0
0
0_
0
0
0
0
0
0
0
0
0L -f
12C•0sw
2A-2ov
2A•2ov
0 091
0 340
0.340
w
w
w
2.58
9.62
9.62
2.34
35.73
35.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0_
0
0
0
0
0
0
0
0
0
y/
Y-C.
y/
L-D
13A•7.5ocs
2A:ZDv
13A-7.5ocs
11 DO
O.IKJS
0.340
0.095
0 390
w
w_
nw
nw
2.69
9.62
2.69
11.04
1.61
35.73
1.67
11.99
56
O
56
0
151 93
0
51
9
42
0
113
88
70
325.
0
0
0
0
0
0
0
0
0
0
0
J
0
0
0
0
0
ILq
0
12C-Osw
11D0
0.091
0.390 n
2.58
11.04
1.44
1t.
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C 16B•30ad 0.032 0.91 1.74 0 0 0 0 0 0 0 0
F 2OP-19t 0 O50 1.41 0.71 0 0 0 0 0 0 0 0
F 20P-191 0.050 141 0.71 0 0 0 0 0 0 0 0
F 22/1-td Q. 27.E 0.00 36 6 1 _ 0 33 11 294 Q
6 c) AED excursion 351 1124
Envelope loss/gain 318 58 620 598
12 a) Inhllration
b) Room ventilation
106
0
34
0
185
0
59
0
13 Internal gams. Occupants @ 230
Appliances/other
0 0
600
0 0
0
Subtotal (lines 6 to 13) 424 691 806 656
14
15
Less external load
Less transfer
Reolstnbution
Subtotal
Duct bads 28% 391/6
0
0
0
424
120
0
0
0
691
272 281/6 39'/
0
0
0
806
228
0
0
0
656
258
Total room bad
Au required (clm)
544
30
964
46
1034
56
915
43
Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed.
wrGgFxtsoPt- 2018-Feb-10 11 03 30
AGC.P. ^-
Righl-Suile® Universal 2018 18 0.10 RSU24011 Page 3
eSanlaRosaGLN\Lo1164ThornbrookeSanlaRosaGLN rup Cate a MJ8 House laces, N
1 DEL -AIR Right-J® Worksheet
MAM-'°"°'"°''°
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY. SANFORD. FL32771 Phone: 407.333.2665 Fax.407.333-3853 Web WWW DEL-AIR.COM
Job: Lot164ThornbrookeSantaRo...
Date: 6/4/2014
By: FJF
1
2
3
4
5
Roan name
Exposed wall
Room height
Room dimensions
Room area
mstr we
0 11
9.3 11 heaVcool
3.5 x 6.5 fl
22.8 02
mstr wic
0 fl
9.3 II heal/cool
5.5 x 10.0 h
55.0 112
Ty Construction
number
U-value
BtuldllZ•F)
Or HTM
131 lt
Area (112)
or perimeter (h)
Load
131uh)
Area (I17)
or perimeter (fl)
Load
Btuh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod
6 VN
L-
12C-Osw
2A-2ov
0.091
0.340
n
n
258
9.62
2.34
12.44
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W 13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 0 0 0 0
W 16A-30ad 0.032 a 0.91 2 38 0 0 0 0 0 0 0 0
11 Vj/
I_{
12C-Osw
2A•2ov
0.091
0.340
a
a
2.58
9.62
2.34
35.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yl
t-G
13A•7.Socs
2A•2ov
0.095
0.340
a
a
2.69
9.62
1.67
35.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vy 12C-Osw
2A•2ov
2B_21v
0.091
0.340
0.340
s
s
s
2 58
9.62
9.62
2.34
12.61
t26t
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vj!
C
13A•7.5ocs
2A•2omd
2A-2ov
0.095
0.580
0.340
s
s
s
2.69
16.41
9.62
1.67
16.85
13.92
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0G'
V/
C
12C-Osw
2A•2ov
2A_2ov
0.091
0.340
0.340
w
w
w
2.58
9.62
9.62
2.34
35.73
35.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yl 13A-7.5ocs
2A:
0.095
0.340
w
w_
2.69
9.62
1.67
35.73
1.67
11.99
0
0
0
0
0
0
0
0
0
0
0
0
0 0
0
t-O
13A-7.5ocs
11130
0.095
0.390
nw
nw
2.69
11.04
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
q
L--O
12C•Osw
11 DO
0.091
0.390 n
2.58
11.04
1.44
11.99
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C 16B-30ad 0 032 0.91 1 74 0 0 0 0 0 0 0 0
F 2OP•19l 0.050 1.41 0.71 0 0 0 0 0 0 0 0
F 2OP•191 0.050 1.41 0.71 0 0 0 0 0 0 0 0
F Ipl 27.99 U_00 23 0 0 0 55 0 Q Q
6 c) AED excursion 0 0
Envelope loss/gain 0 0 0 0
12 a) Infiltration
b) Room ventilation
0
0
0
0
0
0
0
0
13 Internal gains: Occupants @ 230
Appfiances/olher
0 0
5
0 0
5
Subtotal (lines 6 to 13) 0 5 01 5
14
15
Less external load
Less transfer
Redslnbution
Subtotal
Duct loads 289/6
0
0
0
0
0
0
0
0
5
2 28% 3911/6
0
0
0
0
0
0
0
0
5
2
Total room load
Air required (clm) T399% 0
0
7
0
0
0
7
0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrigtitsoTt- 2018•Feb-1011 03.30
A Right•SuileO Universal 2018 18 0.10 RSU24011 Page 4
eSanlaROsaGLN\L01164ThornbrookeSantaROsaGLN.rup Calc a MJ8 House laces' N
DEL -AIR
lumna - onr co nmmw
Right-JO 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: Lot164ThornbrookeSantaRo...
Date: 6/4/2014
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
dining rm
10.0 11
9.3 It heat/cool
15.0 x 10.0 11
150.0 112
kitchen
18.6 It
9.3 It heat/cool
1.0 x 305 0 It
305.0 111!
Ty Construction
number
U•value
BluNltz "F)
Or HTM
BIutU112)
Area (112)
or perimeter (11)
Load
Bluh)
Area (II2)
or perimeter (11)
Load
Btuh)
Heat Cod Gross N/P/S Heal Cool Gross N/P/S Heat Cod
6 Vf12C-Osw
C 2A-2ov
0.091
0.340
n
n
2.58
9.62
2.34
1244
0
0
0
0
0
0
0
0
0
0 0
0
0
0
0
W 13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 0 0 0 0
W 16A-30ad 0,032 n 0.91 2.38 0 0 0 0 01 0 0 0
11 Vy
I.;
12C-:w
2A-2rnr
0.091
0.340
a
e
2.58
962
2.34
35,73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t13A•7.Socs
C 2M 0.095
0.340
a
e
2.69
9.62
1.67
35.73
93
39
54
0
146
374
91
1388
117
0
117
0
314
0
194
0
12C-0sw
2A-20v
2B-21v
0 091
0.340
0.340
s
s
s
2.58
9.62
9.62
2.34
1261
12&1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V
I-f
f
13A-7.5ocs
2A-2omd
2A•2ov
0.095
0.580
0.340
s
s
s
2.69
16.41
962
1.67
16.85
13.92
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vy
1---GG
12C-0sw
2A-2ov
2A-2ov
0.091
0.340
0,340
w
w
w
2.58
9.62
9.62
2.34
35.73
35.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Y-G..2A:2ov
13A-7.5ocs 0.095
0.340
w
w_
2.69
9.62
1.67
35.73
0
0
0
0
0
0
0
0
5
0
5
0
13 8
0
LV 13A-7.5ocs
11 DO
0 095
0.390
nw
nw,
2.69
11.04
1.67
11.99
0
0
0
0
0
0
0
0
53
25
28
25
76
272
47
296
q
D
12C-0sw
11 DO
0.091
0.390 n
2.58
11.04
1.44
11.99
0
0
0
0
0
0
0
0
231
23
208
23
536
250
300
272
C 16B-30ad 0 032 0.91 1.74 0 0 0 0 0 0 0 0
F 2OP•191 0.050 1.41 0.71 0 0 0 0 0 0 0 0
F 20P-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0
F 22A-tpl Q 9tQ 27.99 00 150 1 260 30 19 go 0. C
T
6
c) AED excursion 111 118 Envelope
loss/gain 800 1589 1980 999 12
a) Infiltration b)
Room ventilation 176
0
56
0
329
0
104
0
13
Internal gains: Occupants @ 230 Appliances/
other 1
230 0
0
0 1200
Subtotal (
lines 6 to 13) 976 1875 2309 2303 14
1151
Less
external load Less
transfer Redistribution
Subtotal
Duct
loads 1 28'/6 39/6 0
0
0
976
277
0
0
0
1875
739
28'/e 1 139W16 0 0
0
2309
654
0
0
0
2303
907
Total
room load Au
required (clm) 1253
68
2614
124
2963
162
3210
1520
Calculations
awroved by ACCA to meet all requirements of Manual J 8th Ed. i1
wrigF tsoT!- 2018-Feb-10 11 03 30 ACC
A ......_'_' Right-Suile® Universal 2018 18 0 10 RSU24011 Page 5 eSantaRosaGLN\
Lo1164ThornbrookeSaniaRosaGLN.rup Calc = MJ8 House laces N
RDEL-AIR Right-JO Worksheet
MATT-1011
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-333.2665Fax: 407-333.3853 Web: WWW.DEL-AIR.COM
Job: Lot 164ThornbrookeSantaRo...
Date: 6/4/2014
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
open to below
320 11
9.0 It heat/cool
150 x 170 It
255.0 02
rm 2
26.0 It
9.0 11 heat/cool
15.0 x 11.0 It
165.0 112
Ty Construction
number
U•value
Btuh/112••F)
Or HTM
BIu1Vlt2)
Area (112)
or perimeter (It)
Load
Btuh)
Area (112)
or perimeter (It)
Load
Bluh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod
6 Y __[ 2A•2ovg1gw 0.091
0.340
n
n
2.58
9.62
2.34
12.44
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W 13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 0 0 0 0
W 16A-30ad 0.032 n 0.91 2.38 0 0 0 0 0 0 0 0
11 y/
G
12C-Osw
2A•20v
0.091
0.340
a
e
2.58
962
2.34
35.73
153
0
153
0
394
0
359
0
0
0
0
0
0
0
0
0
yL_G
13A-7.Socs
2A•2ov
0.095
0.340
a
e
2.69
962
1.67
35.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12C-Osw
2A-2ov
2B-21v
0.091
0.340
0.340
s
s
s
2.58
9.62
9.62
234
12.61
12&1
135
0
40
95
0
35
245
0
385
223
0
505
135
30
0
105
26
0
270
289
0
246
378
0
Vy - 13A-7.5ocs
2A-2omd
2A-2ov
0.095
0.580
0.340
s
s
s
2.69
16.41
9.62
1.67
16.85
13.92
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12C-0sw
24.2ov
2A_2ov
0.091
0.340
0.340
w
w
w
2.58
9.62
9.62
2.34
35.73
35.73
0
0
0
0
0
0
0
0
0
0
0
0
99
0
0
99
0
0
255
0
0
232
0
0
1
C..24c2ov
13A-7.5ocs 0.095
0.340
w 2.69
9.62
1.67
35.7.3
0
0
0
0
0
0
0 0
0
0
0
0
0
0
0
yl
D
13A-7.5ocs
11 DO
0.095
0.390
rw
nw
2.69
11.04
1.67
11.99
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
q
D
12C•Osw
11 DO
0.091
0.390 n
2.58
11.04
1.44
11.99
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C 16B-30ad 0.032 0.91 1.74 255 255 231 443 165 165 149 286
F 2OP-191-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0
F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0
F 22A-Ipl tZ 27.. 99 0.00 0 0 0 Q 0 0 Q
6 c) AED excursion 55 41
Envelope loss/gain 1254 1474 1 963 1101
12 a) Infiltration
b) Room ventilation
544
0
172
0
442
0
140
0
13 Internal gams: Occupants @ 230
Appliances/other
0 0
0
0 0
0
Subtotal (lines 6 to 13) 1799 1646 14061 1242
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct bads 144%, 679%
0
0
0
1799
789
0
0
0
1646
1100 44% 67^/
0
0
0
1406
617
0
0
0
1242
829
Total room bad
An required (clm)
2588
141
2746
130
2023
110
2071
98
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
p}F wrigF tsoft- 2018-Feb-1011:03:30
cA - -- Right-SuileO Universal 2018 t8.0.10 RSU24011 Page 6
eSontaRosaGLN%LOI164ThornbrookeSanlaRosaGLN.rup Calc = MJ8 House laces N
1 DEL -AIR
rrtnwo • nw comIR Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone, 407-333.2665 Fax: 407-333-3853 Web. WWW.DEL-AIR COM
Job: Lot164ThornbrookeSantaft
Date: 6/4/2014
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
bth 2
8.0 It
9.0 11 heal/cool
6.0 x 8.0 It
48.0 f12
bth 3
12.0 II
9.0 fl heat/cool
6.0 x 12.0 1t
72.0 112
Ty Construction
number
U•value
BIuIVl12-*F)
Or HTM
BIuF f12)
Area (112)
or perimeter (11)
Load
Bluh)
Area (fig
or perimeter (it)
Load
Bluh)
Heat Cod Gross N/P/S Heat Cool Gross WP/S Heat Cod
6 V/
C
12C•Osw
2A-2ov
0.091
0.340
n
n
2.58
9.62
2.34
12,44
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W 13A•7.5ocs 0.095 n 2.69 1.67 0 0 0 0 0 0 0 0
W 16A•30ad 0.032 n 0.91 2.38 0 0 0 0 0 0 0 0
1 t yl
G
12C-Osw
2A•2ov
0.091
0.340
a
e
2.58
962
234
3573
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-7.5ocs
2A•2ov
0.095
0.340
a
e
2.69
962
1.67
35.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12C-Osw
2A-2ov
2B•21v
0.091
0.340
0.340
s
s
s
2.58
9.62
9.662
2.34
12.61
12.61
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V/ 13A•7.5ocs
2A•2omd
2A-2ov
0.095
0.580
0.340
s
s
s
2.69
16.41
9.62
1.67
16.85
13.92
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0I__
G
V)/
L-- GG
12C-Osw
2A-2ov
2A-2ov
0.091
0.340
0_340
0.095
0.340
w
w
w
w
vv_
2.58
9.62
9_62
2.69
9.62
2.34
35.73
35.73
1.67
35.73
72
6
0
66
0
0
170
58
0
155
214
0
108
0
0
108
0
0
278
0
0
253
0
0
13A-7.5ocs
2A.2nv
0
0
0
0
0 0
0
0
0
0
0
0 0
13A-7.5ocs
11 DO
0 095
0.390
nw
nw
2.69
11.04
1.67
11.99
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
q
L-a
12'-
11 D
0,091
0.390 n
2.58
11.04
1,44
11.99
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C 168.30ad 0.032 0.91 1.74 48 48 43 83 72 72 65 125
F 2OP-191 0.050 1,41 0.71 0 0 0 0 0 0 0 0
F 20P-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0
F 22A- d M 27.99 O_0Q 0 0 0 0 0 0 Q 0
6 c) AED excursion 75 22
Envelope loss/gain 271 527 343 357
12 a) Infiltration
b) Room ventilation
136
0
43
0
204
0
65
0
13 Internal gains: Occupants @ 230
Appliances/other
0 0
0
0 0
0
Subtotal (lines 6 to 13) 407 570 548 421
14
1151
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 44% 679/6
0
0
0
407
179
0
0
0
570
381 44% 679/6
0
0
0
548
240
0
0
0
421
All
Total room load
Air required (clm)
586
32
951
45 1 143
788 703
33
Calculations approved by ACCA to meet all requirements of Manual J 81h Ed.
wrGgF tsoPt- 2018-Feb-10 11 03.30
Right -Suite® Universal 2018 18 0 10 RSU240r1 Page 7
eSanlaRosaGLN%LOI164ThornbrookeSantaRosaGLN rup Calc = MJ8 House laces. N
DEL --AIR
mnlom • nn1 co nmmro
Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
D01ON6531CODISCOWAY, SANFORD, FL 3277111hon4765 Fax 407.333.3853 Web: WWW.DEL-AIR COM Job:
Lot IWhornbrookeSantaRo... Date:
6/4/2014 By:
FJF 1
2
3
4
5
Room
name Exposed
wall Room
height Room
dimensions Room
area rm
4 33.
0 It 9.
0 It heat/cool 1.
0 x 161.8 It 161.
8 lit rm
3 wic 40
it 9.
0 f1 heat/cool 4.
0 x 5.0 It 20.
0 It= Ty
Construction number
U-
value Stuh/
Ilz'F) Or
HTM BIu1V112)
Area (
htI or
perimeter (fl) Load
Btuh)
Area (
112) or
perimeter (11) Load
Btuh)
Heal
Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6
VN C
12C-
0sw 2A-
2ov 0.
091 0.
340 n
n
258
9.
62 2.
34 12,
44 126
15
111
0
286
144
260
187
36
0
36
0
93
0
84
0
W
13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 0 0 0 0 W
16A-30ad 0.032 n 0.91 2.38 0 0 0 0 0 0 0 0 11
12C-0sw 2A-
2ov 0.
091 0.
340 n
e
2.
58 962
2.
34 35.
73 63
0
63
0
162
0
148
0
0
0
0
0
0
0
0
0
yI
Z
13A-
7.5ocs 2A-
2ov 0.
095 0.
340 a
a
2.
69 9.
62 1.
67 35.
73 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12C-
Osw 2A-
20v 2B-
21v 0.
091 0.
340 0-
Mg s
s
s
2.
58 9.
62 9_
62 2.
34 12.
61 12&
1 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V/
E-
G 13A-
7.5ocs 2A-
2omd 2A-
2ov 0
095 0.
580 0.
340 s
s
s
2.
69 16.
41 9.
62 1.
67 16.
85 13.
92 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
v
C
12C-
Osw 2A-
2ov 2A-
2ov 0.
091 0.
340 0.
340 0.
095 0
340 w
w
w
2.
58 9.
62 9.
62 2,
34 35.
73 35.
73 108
0
15
93
0
0
240
0
144
218
0
536
0
0
0
0
0
0
0
0
0
0
0
0
V1
2Ar2Dv
t3A-
7.5ocs w w_
2.
69 9.
62 1.
67 35-
73 0
0
0
n
0
0
0
0
0
0
0
0
0
0
0
0
t-
D 13A-
7.5ocs 11130
0.
095 0.
390 rrw
nw
2.
69 11.
04 1.
67 11.
99 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
q
D
12C-
Osw 11
DO 0.
091 0.
390 n 2.
58 11.
04 1.
44 11.
99 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C
168-30ad 0.032 0 91 1.74 162 162 146 281 20 20 18 35 F
2OP-191 0.050 1.41 0.71 78 78 110 55 0 0 0 0 F
2OP-191 0.050 1.41 0.71 29 29 41 21 9 9 13 7 F
22A-td 0 W 2 09_O9 0 0 0 0 0 0 0 0 6
c) AED excursion 111 7 Envelope
loss/gain 1274 1816 124 118 12
a) Inhllration b)
Room ventilation 561
0
178
0
68
0
22
0
13
Internal gains: Occupants @ 230 Appliances/
other 0
0 0
0
0 0
Subtotal (
lines 6 to 13) 1 1835 19941 192 140 14
15
Less
external load Less
transfer Redistribution
Subtotal
Duclloads
44% 67% 0
0
0
1835
805
0
0
0
1994
1332
44% 6796 0
0
0
192
84
0
0
0
140
94
Total
room load Air
required (clm) 1 1 2640
144
3326
158
1 1 276
15
233
11
Calculations
aDDroved by ACCA to meet all requirements of Manual J 81h Ed. Pk-
wrGgFstsolFt- 2018-Feb-1011.03.30 4 _
t
P •
Right -
Suite® Universal 2018 18.0.10 RSU24011 Page 8 eSaniaRosaGLN\
LoII64ThornbrookeSaniaRosaGLN.rup Calc = MJ8 House laces. N
DEL --AIR Right-JO Worksheet
NIXF °'°°'
Entire House
DEL -AIR HEATING & AIR
CONDITIONING531CODISCOWAY, SANFORD, FL 32771 Phone: 407.333.2665 ax: 407.333-3853 Web: WWW.DEL-AIR.COM
Job: Lot 164ThornbrookeSantaRo...
Date: 6/4/2014
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
rm 3
24.0 11
9.0 It heat/cool
12.0 x 12.0 If
144.0 IF
loll
10.5 II
9.0 11 heat/cool
150 x 10.5 11
157 5 II2
Ty Construction
number
U-value
Bluh/I12-•F)
Or HTM
BIu1Vfig
Area (II2)
or perimeter (11)
Load
Bluh)
Area (112)
or perimeter (11)
Load
Bluh)
Heal Cool Gross N/P/S Heat Cod Gross N/P/S Heat cool
6
G
12c-Osw
2A•2ov0,340
0.091 n
n
2.58
9.62
234
12.44
108
15
93
0
240
144
218
187
0
0
0
0
0
0
0
0
W 13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 0 0 0 0
W 16A-30ad 0.032 n 0,91 2 38 0 0 0 0 0 0 0 0
11 VLG12C.0sw
2A-2ov
0.091
0 340
a
a
2.58
9.62
2.34
35.73
108
15
93
0
240
144
218
536
95
30
65
0
166
289
151
1072
y/
t-C'
13A•7.5ocs
2A-Zov
0.095
0 340
a
a
2.69
9.62
1,67
35.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12C•Osw
2A-2ov
2B-2fv
0.091
0.340
0.340
s
s
s
2.58
9.62
9.62
2.34
12.61
12.6t
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
01----GG
Vjl
I-(
13A-7.5ocs
2A-2omd
2A•2ov
0.095
0.580
0.340
s
s
s
2.69
16.41
9.62
1.67
16.85
1392
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
02
I--G6
12C-Osw
2A-2ov
2A-2ov
0.091
0.340
0.340
w
w
w
2.58
9.62
9.62
2.34
35.73
35.73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A.2av
13A•7.5ocs 0.095
0.340
w
w_
2.69
9.62
1.67
35.73
0 0
0
0
0
0
0
0
0
0
0
6
0.
0
0
V r
D
t3A-7.5ocs
t1DO
0.095
0.390
nw
nw
2.69
11.04
167
11.99
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
IL12C•Osw
n 11 DO
0.091
0.390 n
2.58
11.04
1.44
11.99
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C 1613-30ad 0.032 0.91 1,74 144 144 130 250 158 158 143 273
F 2OP-M 0.050 1.41 0.71 0 0 0 0 0 0 0 0
F 2OP•191 0.050 1.41 0.71 3 3 4 2 0 0 0 0
F 22A-t 0.989 27.99_ 0.00 0 0 0 0_ 9 p 0.
6 c) AED excursion 75 76
Envelme loss/galn 902 1336 597 1573
12 a) Inliltralion
b) Room ventilation
408
0
129
0
179
0
57
0
13 Internal gams' Occupants a 230
Appliances/olher
0 0
0
0 0
0
Sublolal (lines 610 13) 1311 1465 776 1629
14
15
Less external load
Less transfer
Rerislnbulion
Subtotal
Duct IoadS 44% 67%
0
0
0
1311
575
0
0
0
1465
979 44 / 67%
0
0
0
776
340
0
0
0
1629
1088
Total room load
Air required (clm)
1886
103
2444
116
1116
61
2718
129
Calculations awroved by ACCA to meet all reouirements of Manual J 81h Ed.
wriglrtsott- 2018-Feb-1011:03:30
AGG Righl•SuileO Universal 2018 18 0 10 RSU24011 Page 9
eSanlaRosaGLN1Lo1164ThornbrookeSanlaRosaGLN.rup Calc = MJ8 House laces N
DEL-AIR
NUM • 11HO co namro
Right-JO Worksheet
Entire House
DEL -AIR HEATING 8r AIR
531 CODISCO WAY, SANFORD, FL 327711 PhND4071O3-2665C'Fax 407-333.3853 Web WWW.DEL-AIR COM
Job: Lot IWhornbrookeSantaRo...
Date: 6/4/2014
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
stars
3.5 It
9.0 It heat/cool
1.0 x 253.5 It
253.5 Its
Ty Construction
number
U-value
Bluh/11z.°F)
Or HTM
Btuh/1t2)
Area (II2)
or perimeter (11)
Load
Bluh)
Area
or perimeter
Load
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod
6 VIl
1
12C-Osw
2A-2ov
0.091
0.340
n
n
2.58
9.62
2.34
12.44
0
0
0
0
0
0
0
0
W 13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0
W 16A-30ad 0.032 n 091 2.38 0 0 0 0
11 V)/
G
12C-Osw
2A-2ov
0.091
0.340
a
a
2.58
9.62
2.34
35.73
0
0
0
0
0
0
0
0
13A-7.5ocs
2A-2ov
0.095
0.340
a
e
2.69
962
1.67
35.73
0
0
0
0
0
0
0
0
12C-Osw
2A-2ov
2B_21v
13A-7.5ocs
2A-2omd
2A-20v
0.091
0.340
0.340
s
s
s
2.58
9.62
9_62
2.69
16.41
9.62
2.34
12.61
12_61
1.67
16.85
13.92
0
0
0
0
0
0
0
0
0
0
0
0
y/ 0.095
0.580
0.340
s
s
s
0
0
0
0
0
0
0
0
0
0
0
0iI--GGI
v
F-C
C
12C-Osw
2A-2ov
2A-2ov
0.091
0.340
0.340
w
w
w
2.58
9.62
9.62
2.69
9.62
2.34
35.73
3_5.73
t.67
35.73
32
0
0
32
0
0
81
0
0
74
0
0
2A:2ov
13A-7.5ocs 6A95
0.340
w
w_
0
0
0
0
6
0
0
0
y/
D
13A-7.5ocs
t1DO
0.095
0.390
nw,
nw
2.69
11.04
1.67
11.99
0
0
0
0
0
0
0
0
112C-Osw
Z 11DO
0.091
0.390 n
2.58
11.04
1.44
1199
0
0
0
0
0
0
0
0
C 16B-30ad 0,032 091 1.74 254 254 230 440
F 2OP-191 0.050 1.41 0.71 0 0 0 0
F 2OP-191 0.050 1.41 0.71 0 0 0 0
F 22A-td 0.989 27.99 U_QO Q 0 Q 0
6 c) AED excursion 26
Envelope loss/gain 311 488
12 a) Infiltration
b) Room ventilation
60
0
19
0
13 Internal gains: Occupants @ 230
Appliances/other
0 0
0
Subtotal (lines 6 to 13) 370 507
14
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 44% 67%
0
0
0
370
162
0
0
0
507
339
r Total room load
Air required (clm)
533
29
845
40
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrigF°lsoFt- 2018-Feb-1011:03:30
ACCA. Right-SuileO Universal 2018 18.0 10 RSU24011 Page 10
eSaniaRosaGLN\Lo1164ThornbrookeSanlaRosaGLN.rup Calc = MJ8 House laces. N
1' DEL -AIR Duct System Summary
HUMS - M cotmm m1e 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
For: TAYLOR MORRISON
External static pressure
Pressurelosses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0.120 in H2O
0.162 in/100ft
1450 cfm
r
Job: Lot 164ThornbrookeSant...
Date: 6/4/2014
By FJF
Cooling
0.30 in H2O
0.06 in H2O
0.24 in H2OI
0.120 / 0.120 in H2O
0.162 in/100ft
1450 cfm
149 ft
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matt
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
blh 2 c 951 32 45 0.308 4.0 Ox 0 VIFx 8.0 70.0
b1h 3 h 788 43 33 0.293 4.0 Ox 0 VIFx 12.0 170.0
dining rm c 2614 68 124 0.176 6.0 Ox 0 VIFx 41.3 95.0 st3
lamily rm h 4031 220 161 0.162 8.0 Ox 0 VIFx 53.5 95.0 st3
kitchen h 2963 162 152 0.185 7.0 Ox 0 VIFx 34.6 st3
IDII c 2718 61 129 0.232 7.0 Ox 0 VIFx 18.5
195.0
185.0 st2
mslr blh h 1044 57 15 0.197 5.0 Ox 0 VIFx 22.7 199.0 SO
mslr rm h 3240 177 149 0.185 8.0 Ox 0 VIFx 30.6 99.0 St4
mstr we c 7 0 0 0.193 4.0 Ox 0 VIFx 25.2 I99.0 St4
mstr wic c 7 0 0 0.200 4.0 Ox 0 VIFx 21.1 99.0 st4
open to below -A h 2588 141 130 0.220 7.0 Ox 0 VIFx 24.1 85.0 st2
pwdr h 1034 56 43 0.178 5.0 Ox 0 VIFx 39.6 95.0 st3
rm 2 h 2023 110 98 0.282 7.0 Ox 0 VIFx 15.0 70.0
rm 3 c 2444 103 116 0.212 7.0 Ox 0 VIFx 28.0 65.0 st2
rm 3 wic h 276 15 11 0.216 4.0 Ox 0 VIFx 26.1 65.0 st2
rm 4 c 3326 144 158 0.264 7.0 Ox 0 VIFx 20.8 70.0
stars c 845 29 40 0.309 6.0 Ox 0 VIFx 7.6 70.0
utility c 964 30 46 0.189 4.0 Ox 0 VIFx 28.2 99.0 St4
W rightsoft" 2018-Feb-10 11:03 31
It;. .-,M . Right-SmleO Universal 2018 18 0 10 RSU24011 ; Page 1
AC0' ..eSanlaRosaGLN%LoII64ThornbrookeSantaRosaGLN.rup Calc = MJ8 House laces, N
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
s11 Peak AVF 264 210 0.185 484 10.0 0 x 0 VinlFlxI
st2 Peak AVF 320 386 0.212 491 12.0 0 x 0 VinlFlxI
st4 Peak AVF 264 210 0.185 484 10.0 0 x 0 VinlFlx st1
st3 Peak AVF 507 480 0.162 646 12.0 0 x 0 VinlFlxi
Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size (in) cfm) cfm) ft) FR fpm) in) in) Opening (in) IMatl Trunk
rb1 Ox 0 1450 1450 0 0 0 0 Ox 0 VIFx
wrightsoft-
Righl-Sude® Universal 2018 18.0.10 RSU24011
ACC%..eSantaRosaGLN%Lo1164ThornbrookeSantaRosaGLN.rup Calc = MJ8 House laces: N
204Feb-10 11 03 31
Page 2
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot 164ThornbrookeSantaRosaGLN Builder Name: TAYLOR MORRISON 1
Street: Permit Office: i
City, State, Zip: FL, Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Orlando
1
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
A continuous air barrier shall be installed in the building P9envelope. Air -permeable insulation shall
requirements
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
Breaks or joints in the air barrier shall be sealed. l
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 lunconditionedatticspacesshallbesealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers 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 lcontact 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 s l, all 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 Door 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 Door 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 Due shafts opening to I
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 insulationithat on
installation readily conforms to the ,available cavity
spaces. i
Garage separation Air sealing shall be provided between the garage and conditioned spac as. I
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 tolfit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to avail
i
ble space shall
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers ar d 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 -Door 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 rill voids
a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400
2/10/2018 10:58 AM 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: i
i
D This checklist
i
O A Form R405 report that documents that the Proposed Design complies with Section i
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, a -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 pages/may be greater).
O Energy Performance Level (EPL) Display Card (one page)
0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
O Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
D Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
O A completed Envelope Leakage Test Report (usually one page) i
O If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
EnergyGauge® - USRCSB v6.0
2/10/2018 10:51.29 AM Page 1 of 1
FORM R405-2017 Envelope Leakage Test Report Performance
i
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION !
Envelope Leakage Test Report
Performance Method
Project Name: Loll 64ThornbrookeSantaRosaGLN
Street.
City, State, Zip: FL,
Design Location: FL, Orlando
Cond Floor Area-: 2138 sq.R.
Envelope Leakage Test Results
Regression -Data:
C: n: R:
Sinole or Multi Point Test Data
Builder Name- TAYLOR MORRISON
Permit Office:
Permit Number,
Jurisdiction: 691500
Cond. Volume, 19670 cu It
HOUSE PRESSURE FLOW:
1 Pa cfm
2 Pa cfm
3 Pa cfm
4 Pa cfm
5 Pa cfm
6 Pa cfm
Leakage Cha
Required ACH(50) from
FORM R405-2017 :
Tested ACH(50) ' :
stics
Tested leakage must be less than or equal to the
required ACH(50) shown on Form R405-2017 for
this budding. If the tested ACH(50) is less than 3
the building must have a mechanical ventilation
system. I`
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding`? 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 lest 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 weathe"Ptripping 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:
DATE: --- -- -
2/10/2018 10.58 AM
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:
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
FADDRESS: Permit Number.
FL,
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 forlboth 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 verity 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 Installation The 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)(0, (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. Healing 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 light -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 -filling doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air IeakagdNindows, 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 Us/m2), when tested according to NFRC 400 or
AAMA/ WDMA/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
2/10/2018 10.58 AM 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 gaskeled 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. j
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 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All rec dssed
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 heallshall 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)(0, (g) or (i), Florida Statutes, to be "substantially leak free' in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. 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 oth` noise sealed during the test.
Poslconstruclion 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 otherwiselsealed during the
test. i
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 I
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°FI (41-C)
or below 55'F (13°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 cant 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 heal tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
2/10/2018 10 58 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complian Page 2 of 5
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 Y. inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage lank.
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 1407 (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 ream 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 till 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-11 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 aniefficiency
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 a
CFM/WATT)
AIRFLOW RATE MAXIMU
CFM)
Range hoods Any 2.8 cfm/watl 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 cfm/watl Any
For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916
2/10/2018 10:58 AM 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:
1 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 serviee to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50`F (1VC), 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.
10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall
be in accordance with Sections R403.10.1 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 healers 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 heal 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. 2/
10/2018 10:58 AM EnergyGauge® USA - FlaRes2017 - FBC 6lh Edition (2017) Complia Page 4 of 5
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 lest report from an independent laboratory is
required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard:
R403.11 Portable spas (Mandatoryhe 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 lighti.
2/10/2018 10.58 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of'5
i e !
61 4
q i }ate gf;l sit
L'L I
1 '
t P O .
U
6P
0 \ O ST
NOTES WINDOW HEIGHTS
140O, 7 O SZ
w^z t
s 6ge
R
4 L r. '.I R us
wtrmav Gut4U15
z o_
q}•
s a s s s
g F
11
for
i P a
1
3 i
i4Ttu21
Q v 4ue4
t
O v n sac N4R•~
O
P Z O'
3 O
S
iF T
NOTES WINDOW HEIGHTS
f g
rF
WIImoWCAL-WS
n
5
BUILDER:
FLAN :
LOT
SUBDIVISION
TAYLOR MORRISON
S A N T A R O S A
L T 164
THORNBR KE
REVISIONS Del Alr
Heabrq. Alr Coldltiounq 3 Pefrigeratiatlnc.
109 Commerce Street
tc1101
LAc M.,,4 H. 52716-6206
rhow:407-8N2665
Pat: 407-353-3855
DATE By
6 / 6 / 16 JA
2/21/17 JA
DATE:
DRAWN BY:
6/41/2014
FJFI
2/9/18 JA
2/10/18 JA
z
i 3" WASTE STACK FROMZNO FLOOR
I ' TMAINATING TOTHF l9T FLOOR
AAV
K(TCHEN
MASTERi
I' -
C.y. .• . I.. 1 ' Y
r _ _ _
r { ' !
i. 1
I i BATH i
POWDER
I BATH
TAYLOR MORRISON HOMES c9l
i 4 •
THORNBROOKE S.F. ,
LOT 164
HOUSE TYPE: SANTA ROSA
W/ OPT SINK IN GARAGE
i -
1ST FLOOR
I ! I I i .. I i ' i•
I
z
TAYLOR MORRISON HOMES
THORNBROOKE S.F.
i ;.. LOT 164
HOUSEi ? .... ... TYPE: SANTA ROSA
W/ OPT SINK IN GARAGE
i 2ND FLOOR
BATH 2
A AV BATH 3
3" WASTE STAG( FROM 2N0 FLOOR
TERMINATING TO THE 1ST FLOOR
T
DESCRIPTION AS FURNISHED: Lot 164, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages
70 thru 71, Public Records of Seminole County, Florida.'
PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc.
RECORD COPY
30' UNNAMED PLATTED ROAD
FLORIDA LAND & COLONIZ.47ION
COMPANY UMMD W. SEARDAWS
MAP OF ST. JOSEPHS
P. S. 1, PAGE 114)
S 00012 21 " E
10' LANDS E, WAu, 1
FENCE ESMT. — -
26.41' 26.4V
I LOT 164 I 34.41'
i
0 LANAI 0 3.0 ir3.0' 5.00' 4 '6 ACLE
5.00' 5.00'
30.0,
N
LOT IOJ pj
P
GIVING DATE 18
Ok to construct single family home
with setbacks and impervious area
shown on plan. 4 b % I^Alp . 5.Oo,
Rosa, GrL
G
d\
0
O
PROPOSED RESIDENCE K
MODEL: SANTA ROSA
2 CAR GARAGE LEFT
a COV'D.
ENTRY
i 5'DI 5.00,
8.7'
5.00'
a
I DRIVE 1
25.20 5.18'
10' UTIL. ESMT. ;
386.75'
PC)0---------•---- --- ---
5' CONC. WALK
e.e. N 00014 5 ' W
40.00'
CURB
RED ROSE LANE
50' R/W) TRACT I (U77UTY AND ACCESS R/W)
LOT 165
LOT 4.784 SO.FT.
LIVING 1,157 SOFT.
GARAGE 451 SO.FT.
EN7RY 74 SOFT.
LANAI 125 SOFT.
BREEZEWAY- N/A SOFT.
DRIVEWAY 403 SOFT.
A/C PAD 9 SOFT.
WALKWAY 76 SOFT.
IMPERVIOUS- 48.0 R
2.298 SQ.FT.
SOD 2.48R SOFT.
440 SOFT.
Q PROPOSED - FINISHED SPOT GRADE ELEVATION APKQN - 110 SO.FT.
PER DRAINAGE PLANS BUILDING SETBACKS: PLOT PLAN ONLY* . SIDEWALK - 200 SO.FT.
PROPOSED DRAINAGE FLOW FRONT - 25' NOT A SURVEY)
SOD' - 130 SO.FT.
LOT GRADING TYPE A ,C REAR - 15' PROPOSED INFORMATION SHOWN AREA - 5,224 SOFT, F.F. PROPOSED PER PLANS - 24.5' SIDE - 5.0' BASED ON SUPPLIED PLAN DRIVEWAY - 51J SOFT.
PROPOSED GRADE PER CONSTRUCTION PLAN +
SIDE CORNER - 10' ANDIOR INSTRUCTIONS PER SIDEWALK - 276 SOFT.
CUENT NOT FIELD VERIFIED SOD SOFT.
CRUSENME'YER-SCOTT & ASSOC, INC. - LAND SURVEYORS
LEGEND LEGEND -
5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-656-1436
PF PLAT Pal. . POINT ON LINE
FIELD TYR • TYPICAL NOJE4:
I.P. IRON PIK PAC. • POINT Or REVERSE CURVATURE
ROD P.CC O1NT
1. THE UNDERSIGNED DOES MMEITY COMFY IHAT IIGS SIMVEI' MEETS INC STANDARDS OF PRACTICE SET FORM BY THE FLORIDA "AD OF
1A. IRON • Or CO POUND CURVATURE
RA0. •RADIAL PROFESSIONAL SURVEYORS AND I/APPERS W ONPIER W-I? FLOWN, ADI IMIFRAMF COOS PURSWM W SECTION 472027. FLORIDA STAIVES
SET LR. SE 1R •/BLB 459R 11N. NONNESS-RA1/2'CONCRETE ALB 43 2. UNLESS DM$SED WIN SURVEYOR'S SICINTURE AND ORIGINAL RILSM SEA. 7M SURVEY UAP OR DOM ARE NOT VAJO
RECOVERED VP.POW 3. M6 $UAW W PREPARED FROM MILE OMU47M FWMISNED TO ME SURV YOR THERE WY BE O RMIOCRO SM
VA . OINNTV OF VCGDNING . CAl7.C TED OR EASEMENTS THAT AFFECT THIS PROPERTY.
PALE. POINT OF COYICNCEMNT PAX • CRHANDIT RCIOI[NCC NlRR11ENT 4. NO UNDONCROUND U PROVEMENM NNVE DUN LOCATED UNLESS OMERWISE SHOWN.
E CENTERLI E YF. • FIHISIED FLOOR CLCVATION A MIS SURVEY 6 PREPARED FOR THE SOLE 506E7IT Or 11105E CERIIno TO AND SHOULD NOT EIC RELIED UPON BY ANY OTHER WITTY.
N DRN NAIL L DISK BSL • BUILDING SETBACK LINE
OF-VAV • RIGHTEASOENT RME HARK
a pp pypµ4 y,ORN FOR THE LOGTION or NMPRomir 5 NOIEON SNOI/LD NOT BE USED TO R[OOVSIRUOT BOUNDARY LINES
ESNs. L36LL DE ANIWDAEEK 7. OEAR14= ARE SASCD ASM4V GATUM AND ON THE LINE VOW AS EASE WARYIO (B.Q
DRAIN. On 6 CIEVA1fOKq IF SHOW ARE BtSLD ON lNRONAL GEOOE7IC OAlt/ll Or I029. UMESS OM[RMS[ N07ED,
UTIL. UTILITY D. COPMFATE O AUTHORIZATION HP. 45"
QJL CHAIN LIIM TO=
VOTC
C/DP.0
VOOD FENCE
CONCRETE BLOCK
POINT OF CURVATURE 1' ••• SCALE 20 DRAWN BY.•
P.T. TEsc. POINT OF TANGENCY
DESCRIPnDN
DATE ORDER NO. CERTIFIED BY.• .--
RL RADIUSARCLENGTH PLOT PLAN 02-05-2016 838-18
p DELTA
CCL OARtD CHORD ROARING
NORTH
THIS BUILDING/PROPERTY DOES. NOT UE WITHIN 1
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' TOM X. GRUSENNEYFR. R.L.S. 1 4714
ZONE ?I' MAP I 12117C 0035 F. JAMES W. SCOTT. R.LS 1 4801
STATE CERT .LIC EC13003715
ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRAOA3400
St Johns PNEC
2011/FBC 107 SANFORD.L
83 STRADAN
ELECTRIC • SECURITY ELECTRICAL
LOAD CALCULATIONS
MODEL: SANTAROSA BUILDER
TAYLOR MORRISON
SUBDIVISON VOLT/AMPS
LARGEST
LOAD: HEAT
PUMPS W/SUPPLEMENTAL HEAT 941E Includes Heal Pump
and Heat Strips on together 0100% Square feel Irving
areal 21301 3 volt/amps 6414 Small Appliance Circuits
3 4500 Laundry Circuit 1
1500 Dishwasher 1 1500
Water Heater 1
4500 Range 1 8000
Oven 0 Cooktop
0 Microwave
1 1100
Dryer 1 5000
Disposal 1 500
Pool 0 misc
mist TOTAL
OTHER
LOAD
FIRST IOKVA(M100%
10,000 REMAINDER (@140% 9206
LARGESTLOAD 9418 TOTAL
LOAD 28
624 V.A./ SIZE RECOMMENDED 150
SERVICE
SIZE:
240VOLTS=
1 119
MINIMUM PER 150
NEC 33014 4032
10000
6500
5040 10000 6500
5280 10000 6500
6168 8000 5200
6888 8000 5200
8160 10000 6500
KW SETUP TON
OTY KW
1.5 2990
5000 3250 0 2 4032 5000
3250 0 2.5 5040
5000 3250 0 3 5280 5000
3250 0 3.5 1
6168 5000 3250 9418 4 6888 5000
3250 0 5 5 KW
SETUP
8160 5000 3250
0 9418 POO EWIRES
OLT
Y AMPS
30 1111111121101M 1p0
2_4_
0, I 506Note This Load
Calc is base on the information provided by the builder. The recommended service size YAP be installed leaving sufficient usage for future homeowner. ME- 1 co
0
Z
4 N D
0
Im
1s-8' '-6' ll'-s'
NOTE:
DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES
WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE
DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA.INC. 877-293-9487
Totut Truss Ctt,Fl4ity :6a j -
i
m
SHINGLE ROOF
RECORD COPY 6 r'$.,
PLUMB
12
TRUSS MOD
a POWN
SUBFLOOR
WALL HT. BASED ON
9'-4- A.F.F.
I
w\LDUVo
SANFORD
FpAR.
A,
9 2
REFER TO
PACK FOR98CONNECTION.
o
I
n
cn xl
2'-0•
TYPICAL 5' SETBACK
CORNERSET LABELING
AND SPACING
REFER TO F?
PACK FOR
CONNECTION.
TYPICAL 7' SETBACK .
CORNERSET LABELING"'
AND SPACING
HANGER CHART
dh = HTU 26 ( S I MPSON)
J1 = THA 422 (SIMPSON)
Ak= HUS46 (SIMPSON)
J L= HUS26-2(SIMPSON)
J L = HGUS26-2(S I MPSON)
l.br.d w r
ATTENTION!
mi i'7uT'~
Iw
ol
General Notes
1) " pwod cwd a... IId bay a1 d
Vdn b— O. Imp dad PWG* p " V
b Ob bubm gm db'a2) N' 1 b toSbVa N6M ud Mri
fd
3) Al ti MdV b N or- wim Iu.IN
d.LP. Tm. RW ftDb 100-111 A
I•d Iidq dad? b. ~ d
ad..p *rY1 IS OL a (Y GPM b
1w P.W d•u.*—d W bi—nA
I -be Oiayai as dwlla
Ibm eM b ocs.-A br q siltind bdq
ddmk
ROOF LOADING SCHEDULE
TCLL 20 PSF
TCOL = 17 PSF
BCLL • PSF
BCDL 10 PSF
TOTAL 47 PSF
DURATION 1.26 X
WINO SPO/TYPE- 150
KNCLOSED
BLDG E)*OSURE - C
USAGE - R(&SWBNTIAL CAT B
WIND IMPORTANCE FACTOR= 1
UPLIFTS BASED ON- 9.2 PSF
DESIGN CRITERIA
FBC 2017
TPI 2014
T—=ad= c s. pl—
Rd g d(.+ T-toad—
r (mm hMb mnpoem a, od bddap
Tb— v.mu b— bv. —i,-W mum o
dmomW 109 Pd b. ,bad b..
w. d
FLOOR LOADING SCHEDUL
TCLL - 40 PSF
TOOL a 10 PSF
BCOL = 5 PSF
TOTAL - 55 PSF
r %o
CARPENTER
CONTRACTORS
OF AMERICA
39W AVTMC 6 IL V.
VINTER HAVEN FLORIDA 333W
PNOK' (BON 939 om
f" (96M 29(-2488
BUILDER TAYWR MORRISON
PROJECT TBORNBROOK
MODEL 2138
CCA PRQI/MOOEL/ALT
9A8/90/213MA.0/213TA.B/21338
ALT OES067®' COVMtED LANAI
OTC :
LOT : 164 BLOC(:
DESIGNER
JRH
CARPENTER
CONTRACTORS
OF AMERICA
39W AVTMC 6 IL V.
VINTER HAVEN FLORIDA 333W
PNOK' (BON 939 om
f" (96M 29(-2488
BUILDER TAYWR MORRISON
PROJECT TBORNBROOK
MODEL 2138
CCA PRQI/MOOEL/ALT
9A8/90/213MA.0/213TA.B/21338
ALT OES067®' COVMtED LANAI
OTC :
LOT : 164 BLOC(:
DESIGNER
JRH
PACE
1DATE
10 4 I6LAN#
N330090L
ALESI4 "=1'
THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND I—...... —
ENGINEERING PACKAGE
Builder: TAYLOR MORRISON HOMES
1d"
Project: 9A6/9A7 THORNBROOK
r7 Model/Building: 213MA/213MB/213TA/213TB/213SE
Lot Alt: 02/
h
Lot: ! 164 Block:
Address:
Unit: ;--- -- ---
JobNumber:-N330090
N
tiT v
co -.-
Revision Date: „i.L New Load #: --R/01
4•
CARPENTER CONTRACTORS OF AMERICA, INC
3900 AVENUE G. N.W.
Y.
WINTER HAVEN, FLORIDA 33880
PH (800) 9S9-8806 FAX (941) 294-7934
75
to
STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES
THIS OVG PREPAREO FROM CONPUTER INPUT (TOADS S DIMENSIONS) SUS14ITTED BY TRUSS NFR.
Strongback Bridging Guidelines for Roof Trusses
Strongback bridging for roof trusses 1s not a requirement
of ANSI•TPi 1.2002 but it is a strongly recommended guideline
by Carpenter Contractors of America. it serves the following two
functions:
1) Bridging aligns the bottom chords after they are set so they
are uniform along the ceiling line. This, in turn helps minimize
wavy ceilings' after the installation of drywall.
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 N inch.
Strongback bridging in roof trusses does not serve as temporary
or permanent bracing and is not Intended to help distribute or
share design loans 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 U inch differential deflection.
STRONGBACKS SHOULD BE ATTACHED TO
WALLS AT THEIR OUTER ENDS OR RESTRAINED
BY OTHER MEANS.
STRON68ACKS SHALL BE A MININMUM OF 2X6. AND SHALL BE-ATTACHE'
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 Illustrative 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) (
6-- osoogeecBpbetdidsOet6S618••6S688REPKI E
Design Crit: TPi-2002(STO)/FBC XTY: PLT TYP. Wave C RT=1.00 1.25 10 0 7.31.11 1 FL 1 E
PAWNING- TIMES QOVUIE EXTREME Ceti 11 FAIfIATION, N.NOuNt. SNIPPIN:. INSTSUIN AN* wain'
W I TC ICII (GYlL01.P CCIVONEer *AFC" INT*RN.TION). •UILISK0 1, AI muss IL.rt INSTITUTE. its
CRT. LEC SUM. SUITE Sit..LEXANO11A. r., E2I1.1 ..0 KCA 0000 TRUSS COMM o/ •NItIG1. Ole*
CKIAPR YSt U.E. IUOISO. IS Arlo FOR SAFETY OUCTICES PRIOR TO PEAFe.NI.I T.S Ic /,1CTION7. WAC
O TMEIOI C INDICATED TOP TURNS SHALL "It POOPEALY ATTACHED STRKTu4L ORAL{ .AO SOrrO, GNOw IN•U N G
A SAIKALT ATTACKED MISS CEILING.
l
O AI
S'• CNf••rLFF •.L
TC LL PSF
TC OL PSF
BC OL PSF
REF R081- 48357
DATE 07 /28/09
ORW Htusa081 09209398
ALPINE
nwawRdlnyCO3M. C.a-CP6.
HiimClly.FL 33844
FL COA io M
9SP0U A:S. I@. A T • COPY W rNlr OEI NN rp Tx[ INIALL•r10. CONTRACTOR. IN ITS. INC. INA0. ROr
W wile INC Two IN CVIOAMNCE .ITNKR[OROrAl W TOP ANT aTIRIOM rPw, rMll *Iot1I ANT PRICING11: a /AIa4TU1. NPPIua, ixININ. I .1 M ( 0 IRNAINI W nuuti. OE IItN COa0"I N1TN ApllCalE ISM IIIo.l 0/ N*1 (Y TI ON.L OES IOA SPIC, /T AID•.) 1t0 TPI. ITv C.
PLATES ARE MADE CF 40/1411691 (U.N/IS/o ASIN AGO I1409 40100 (Y. P/N.SII $'LT. STEEL..PPL.
L.TCS TO [ICU FACE OF TRUST IND. UNLESS OTNE.OISE WAYS* ON THIS OCAS". POSUICA PER O APINOS 100A•I•
Y Iq•fCTW. Of I.1111 FOLLOW* 11 (11 SN111 1E a1 ANNEX •I N T•11•r00J 'CC. 1. . $4. O. TN II
01AYIM IMOWTES •CCIOANCc N PtoRSS10NLL [NIACEXIa ;,0101IIILITY IOWLT TOR nE TAUSS CdVOMENT
iuiio.S-OCSial. AS...$I/MI SIC uu o* rNu tow*aK roA R.T turtola a n[ Rtsro.lulurr ar raICIJU1
S
N0.62112 19
1
f * #
STATE OF
a'•` Ht. VVV .(DREG' ,
f01 E
BC LL PSF
TOT . L 0 . P S F
HC-EKG OR/OR
AR 3 6
OUR. FAC. FROM
SPACING JREF- ITT0081_Z18
00'
HU and HUC products are heavy duty face mount joist hangers made from 14 gauge .
galvanized steel.
The HUC is a concealed flange version of the HU. Concealed flange hangers
have the header flanges turned in.
HU is available with header flanges concealed, provided the W dimension is 2'Yi or
greater, at 100% of the table load. Specify HUC.
HU is available with one header flange concealed when the W dimension is less than
2Y,i at 100% of the table load.
For allowable loads on HU products not listed in the table request technical bulletin
T HUHUCTTN (seepage 231 for details).
MATERIAL: 14 gauge
FINISH: Galvanized, ZMW and stainless steel available
INSTALLATION: • These hangers are attached to grouted CMU walls using ''/: x2%* hex
head Simpson Strong-TieP Titens screws or for concrete walls using Y: x 1 %* hex
head Titen screws. Titen screws are not provided.
Drill the Vie diameter hole to the specked embedment depth plus W.
Altematively, drill the V,; diameter hole to the specified embedment depth and
blow it clean using compressed air.
Caution: Oversized 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 capacity.
The hangers should be installed such that a minimum end and edge distance of
1'h' is maintained.
Provide moisture barrier between beam and wall per jurisdictional requirements.
CODES: See page 13 for Code Reference Key Chart.
SIMPSON
Strong -Tie
HUC410
These products are available w70 additional corrosion protection. Additional produces on this page may also be amiable wtth this option, check wttir Simpson Strong -Tie for detath.
Model
No
HU26
Dimensions Fasteners Allowable Loads (DF/SP)
Code
Rel. W
135.
H
334.
8
2%
CMU
4-YWY.Titen
Concrete
4-Yx1YT'den
Joist
2-10dxt'h
Down
160) 160)
290
100/115/125)
1545
HU28s 194. 5Y. 2% 6-Yx2YTilen 6-'/.x1V:Titen 4-10dxl% 575 2400
H11210 194. Th 2% 8-Yx2i4 Titen 8-'/.x1V4 Titen 4-1061'h . 575 2400
HU46 3% S15. 2% 12-'/.x2Y. Titen 12-Yx13'. Titen 6-10d 1085 3950
HU26-2 3114 51f 2'h 12-'/.x21. Titen 12-''/.x11. Titen 6-10d 1085 3950
HU48 314s 694• 2% 14-YWY4Tden 14-Yx11.Tden 6-10d 1085 4350
170
HU28-2 ' 3'% 7 2% 14-Y.x2Va Tften 14-Y.x1Y Tnen 6-10d 1085 4350
HU410 We 8% 2'h 18-'/.x2Y. Titen 18-Yxt'y. Tden 10-10d 1810 5085
HU210-2 3% 8% 2'h 18-Y.x2Y4Titen 18-'/.xl%Titen 10-10d 1810 5085
HSUR/1-26-2 3% 4144. 2%, 12-Yx21. Then 12-'/.x13: Then 4-16dx2% 815 26255
1. Uplift loads have been increased for wind or earthquake loading with no further Increase is allowed. Reduce where other loads govern2. Minimum concrete strength rc shall be 2500 psi. CMU shall have a minimum grout strength of 2500 psi with standard ASTM C90 units and type N or S mortar. 3. The HU28 can be ordered skewed 45' and achieve the same loads.
4. See page 159 for Titen screw Information. Use stainless -steel Tften* screws and products in exposed applications.
Tabulated loads apply to stainless -steel applications.
5. Noted loads for the HSUR/L shall be 0.8 the table loads for concrete applications.
6. Table allowable loads were determined using tested lowest uhimaten or fastener calculation values.
7. NAILS: 160244 = 0.162' dia x 2W long, I Od = 0.1 48dia. x 3' long, 10dxI % =
0.148' dia. x 1 W long. See page 22-23 for other nail sizes and Information. HU410
Installed on Masonry
Block Sidewall_ I%."
HUC410
Installed on ' Masonry
Block End Wall 111SUR1126-
2 Installed on Masonry
Block Sidewall 1
r................ .
r. ... i ..................... ......_•.j ....
Alternate Allowable Loads ('A- Maximum Hanger Gap)
Min. Dimensions Fasteners
FIFloorF/SPAllowable Loads I ModelNeel
SPF/HFAllowableLoads No.
Helght
W H B Carrying Carried[Uj1plIn Snow Root Wind U lift Floor Snow Rool Wind Code
Member
Member00) (115) (125) (160) (160) (100) (115) (125 Ref.
SINGL
KHTU28Min
x) j3%1% i
w
n
5.
3/
4 3'
S 3'
4 3%
3%
3%
314
20-
16d 20-
16d 20-
16d 26-
16d 26-
16d 32-
16d 3216d
11-
5d 1'h 14-
10dxl% 20-
1Odx114 14-
10dx1'h 26-
10dx1'h 14-
10dx1'h 3210dx1'
h 670
1175
1215
1125
1920
1250
3255
E
2x 2735
2940
2940
3770
3820
3600
4705
SIZES
2735
3100
3340
3770
4340
3600
5020
2735
3100
3600
3770
4680
3600
5020
2735
3100
3760
3770
5015
3600
5020
575
1010
1045
970
1695
1775
2800
1725
1955
2370
2825
3285
2700
3765
1725
1955
2370
2825
3730
2700
1725
1955
2370
2825
37653765
2700
1725
1955
2370
17 2825
L17, F22
2700
3765
37653765f:
I•
I•
DOUBLE
2x SAES HTU26
2 Min HTU26-
2 Max) HTU28-
2 Min HTU28
2 Mau) 2
Min HTU210-
2 (Max) SEA
Mehl. enMnnbe nn 3if
5*
3%
7Y.
3'
i 91.
n, .
e roc 335.
5A, 315.
5'h• 3i1•
7Y6 3iS•
735• 335.
9'h. 3M.
9%s 3'
h 3h
3'%
3'
h 314
314
20-
16d 14-10d 20
16d 20-10d 26-
16d 14-10d 2616d
2610d 32
16d 14-10d 32-
16d 32-10d 1515
1910
1490
3035
1755
3855
2940
2940
382%
3980 3824680
4254255
47055760
3340
3500 3340
3500 3980
3500
3500
3980
5555
4255
6470
1305
1645
1280
2610
1510
3315
2205
2205 2205 2205
2205 2205 2985
2985 2985 3285
3730 4025 3190
3190 3190 4045
4595 4855 2205
It,
L1HTU210
2205
2985
4165
3190F22
4855
HGUU
hangers provide similar capacities as HGUS double Shear hannerc h,rl thou ..en c;T.,...,.. ll \
further increase allowed. Reduce where other loads govern. Iv Z.
Wind (160) is a download rating. 3.
Truss chord cross -grain tension may limit allowable loads in accordance with ANSI/
TPI 1-2007. Simpson Strong -Tie`- Connector Selector'" Software includes the
evaluation of cross -grain tension in its hanger allowable loads. For additional information,
contact Simpson Strong -Tie. 4,
Simpson Strong-TIe.Sgong-Drive screws are permitted to be installed through metal
truss plates as approved by the Truss Designer, provided the requirements of
ANSVI M 1-2007 Sections 7.5.3.4 and 8.9.2 are met (pre-drfUing requbed throughtheplateusingamaximumof41•v'bB). 1
3720
3720 F22
660566057015
70153720
3720 F22
638063807385
7385 HGU046
SDS3 4 ii 4 12)'/.7Ci' 4)'h c3• 1635 5040 5165 5165 5165 1175 3630 3720 3720 3720 HGU048-SDS3% 6% 4 20)'/'x3' 6) Y.; 3' 2565 7330 7330 7330 7330 1845 5280 5280 5280 5280 F22 HGU0410-SDS141 8% 4 28)'/.'x3' 8 '/.k3' 3440 7415 7415 7415• 7415 2475 5340 5340 5340 5340 o.
hub screws that penetrate all plies of the supporting girder (spews must penetrate a minimum
of 7' Into the last &M ply) may also be used to transfer the load through all the
plies of the supporting girder. When SOS screws do not penetrate all plies of the supporting
girder truss, supplemental SOS screws at the hanger locations may be required to
transfer the load to the truss piles not penetrated by the face fasteners, as determined bytheDesigner. 6.
The supporting girder. truss must have adequate 0.ckness•to accommodate the screw length, so
that the screw does not protrude out the bath of the girder. 3' or 4'h' long SDS screws v -
may
be substituted for the longer SDS screws with no load reduction. 7.
For Installations to LSL, use the DF/SP table loads. ! 137
The HTU face mount truss hangers have nail
patterns designed specifically for shallow heel heights,'
so that full allowable loads (with minimum nailing)
apply to heel heights as low as 3Ys . Minimum and
maximum nailing options provide 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 %' max. to allow for greater construction
tolerances (maximum gap for standard allowable
loads is %* per ASTM D1761 and D7147).
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
HTU28 or HTU210 on a 2x6 carrying member
for additional uplift capacity.
OPTIONS: • See Hanger Options on pages 216-217
for skew options.
CODES: See page 13 for Code Reference Key Chart
Standard Allowable Loads VA" Maximum Hanger Gap)
1
HTU26
Min. Heel
Height
Per Table
1 %* max gap between
and of truss and
carrying member
HTU Installation for Standard Allowable Loads
For %* maximum gap,
use Alternate Allowable Loads.)
TSIMPPSONI
Alternate Installation -
HTU28 installed on
2x6 carrying member
HTU710 similar)
Model
No.
Min.
Heel
Height
Dimensions Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads
Code
W H B Carrying
Member
Carried
Member
Uplift.
160)
Floor
100)
Snow
115)
Roof
125)
Wind
160)
Uplift
160)
Floor
100)
Snow
115)
Root'
125)
Wind
160)
Bel.
SINGLE 21 SIZES
HTU26 3% 1% 57A. 3% 20-16d 11-10dxl% 730 2940 3045 3045. 3045 1 630 1920 1920 1920 1920
HTU26 (Min) 3% 1% 57h. 3% 20-16d 14-10dxl% 1250 2940 320D 3200 3200 1075 2015 2015 2015 2015
HTU26(Max) 5% 1% 57A. 3'h 20-16d 20-10dx1% 1555 2940 3340• 3600 4010 1335 2530 2870 3095 3450 17,
HTU28(Min) 3% 1% 7'/n 3% 26-16d 14-10dx1% 1235 3820 3895 3895 3895 1060 2920 2920 2920 2920 L17,
HTU28 Max 7% 1% 7149 3'h 26-16d 26-10dxl% 2140 3820 4340 4680 5435 1840 3285 3730 4025 4675 F22
HTU210(Min) 37h 14fr 9'h. 3% 32-16d 14-10011h 1 1330 4355 1 4355 4355 4355. 1145 3265 3265 3265 3265
HTU210(Max) 9Y. 1% 915, 3% 32-16d 32-10dx1% 3315 1 4705 1`5345 5760 5995 2850 4045 4595 4955 5155
DOUBLE 21 SIZES
HTU26-2(Min) 37h 3%. 57h. 3'k 20-16d 14-10d 1515 1 •2940 3340 3600 3910 1305 2465 2465 2465 2465
HTU26-2 (Max) 51h 315. 51A. 3'k 20-16d 20.10d 2175 2940 3340 3600 4485 1870 2530 2870 3095 3855
i7,
HTU28-2 (Min) 3% 334. 7'i4. 3% 26-16d 14-10d 1530 3820 4310 4310 4310 1315 3235 3235 3235 3235
L17,
HTU28-2 Max 7'/. V. 7'h. 3% 26-16d 26-10d 3485 3820 4340 4680 5850 2995 3285 3730 4025 5030 F22 HTU210-
2(Min) WA 3%9 9'h. 3% 32-16d 14-10d 1755 4705 4815 4815 4815 1510 3611 3610 3610 3610 HTU210-
2(Max) 9'/. 3Ms 91!A. 31h 32-16d 32-10d min 4705 5345 5760 7200 3535 4045 4595 4955 6190 1.
The maximum hanger gap is measured between the joist (or truss) and and ANSI/TPI 1-2007. Simpson 51rong-Tie• Connector selector- sonware mctuoes the
evaluation of cross -grain tension in its hanger allowable loads For additional thecarryingmember. 2.
Minimum heel heights required for full table loads are based on a minimum 2/12 pdch. information, contact Simpson Strong -Tie. 3.
Uplift has been increased for wind or earthquake loading with no further increase 7. Loads shown are based on a minimum 2-ply 2x carrying member. For single allowed:
reduce where other loads govem. 2x carrying members, use N10 (10dx1 %') nails into the header and reduce the 4.
wind (160) is a download rating. allowable download to 0.70 of the table value. The allowable uplift is 100% of 5.
For hanger gaps between %' and W use the Aftemate Allowable Loads. 6.
Truss chord cross -grain tension may limit allowable loads in accordance with the
table load. 8.
NAILS:16d - 0.167 dia. x 3'/.' long, 10d = 0.148' dia. x 3' long, 10*1 % _ 0.
148' dia. x 1 %' long. See page 22-23 for other nail sins and Information. Alternate
Installation Table for 20 and 2x6 Carrying Member Min'
Minimum
Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code
ModelNo.
Neel
HeigbI
Carrying Bel, CarryingCarriedUpliftFloorSnowRoofWindUpliftFloorSnowRoofWindIn.
Member Member Member 160). 100) 115) 125) 150) 150) 100) 115) 125) 150) HTU26 (
Min) 3% 2-2x4 10-16d 14-10dxl% 925 1470 1670 1800 2040 795 1265 1435 1550 1755 HTU26(
Max) 5% 2-2x4 10.16d 20-10dxl% 1310 1470 1670 1800 2250 1125 1265 1435 1550 1935 17- HTU28(
Max) 7'/. 2-2x6 20-16d 26-106114 1970 2940 3340 3600 3905 1695 2530 2870 3095 3360 F22 F22HTU210(
Max) 9Y. 2-24 20.16d 32-10dxt'h 1 2760 1 2940 3340 3600 ' 3905 2375 2530 2870 3095 3360 1.
See table above for dimensions and •addillonalJontnotes. ,.d. (i,; .FJ6drD.:t62: Qia•.3:3'r4-Iong 7.pdx1't4 = 0.148 dia, x 1'h' Iong., 2.
Maidmum hanpir gap for the anemite Installation Is %-- - Sen-page 71-23 for other -nail saes and Information. = - i'•
136 3.
Wind (160) Is a download rating. i,•,
io
These products am a tillable wAh additional common protection. Addidond products onthispagemayeisobeavalbblewRhOASoption, Deck wip4 Simpson Sbonp-77e for debits,
LPSON
ngl e
PF These products are approved for lnstalladon wRh the Strong -Drive SDSbucfural-Connector screw. See page 27 for more information.
Model Min. Dimensions Fasteners OF/SPAllowableLeads SPF/HFAllowableloadsHeelGaNo.
Height W H g Carrying Carried Uplift, Floor SnowDkERoof U lilt Floor Snow Roof Wind
Code
Member Member (160) 100) 115) p 60) (100) 115) (125) (160)
Rel.
DOUBLE 2x SIZES
LUS242 2'/. Ila 1 3% 31i 2 4-16d 216d 440 B00 910 985 1250 380 680 780 845 1070
HHUS22 4V6 18 3%f 47/. 2 4-16d 4-16d
HHUS26-2
1165 1030 1180 1280 1625 1000 880 1010 1090 1385
17, F6, L17
4%. 14 334. 5% 3 14-16d 6.16d 1550 2785 3155 3405 4265. 1335 2390 2710 2925 3665HGUS26-2 415. 12 3%. 57% 4 20-16d 8-16d
LUS28-2
2155 4355 4875 5230 5575 1855 3750 4200 4500 4795
17, L17, F23
4% 18 3% 7 2 6-16d 4.16d
HHUS28-2
1165 1315 1500 1625 2060 1000 1125 1285 1390 176561Se143%s 7% 3 22-16d 8-16d 2000 4210 4770 5140 6440 1720 3615 4095 4415 5375
17, F6, L17
HGUS28-2 61Se 12 3%s 715. 4 36-16d 12-16d
LUS210-2
3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17, L17, F236%. 18 33S 9 2 8 16d 6-16d
HHUS210-2 8ii 14
1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 17,F6,L17334. 8%. 3 30 16d 10-16d
HGUS210-2 815.
4000 5635 6380 6880 7165 3525 4835 5270 5380 5765
12 33Se 915. 4 4616d 16.16d 4095 9100 9100 .9100 9100 3525 7465 7730 7825 7825
17, L17, F23
TRIPLE 2x SIZES
HGUS26-3 4'i;e 12 4'3fe 515 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795HGUS28-3 695. 12 4'15. 7'/. 4 3616d 1216d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415HGUS210-3 895. 12 4'i4. 9'/. 4 46-15d 16-16d
NGUS212-3
4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17, L17, F2310% 12 4'44e 10% 4 56-16d 20-16d
HGUS214-3
5045 9600 9600 9600 9600 4335 8255 8255 8255 825512% 12 40% 12% 4 66-16d 22-16d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685
QUADRUPLE 2x SIZES
NGUS26-4 5'rf 12 615. 5'ri. 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795HGUS28-4 7'/. 12 6ts. TX 4 36.16d-12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415HGUS210-4 911. 12 _' 9M, 4 46-16d 16-16d
NGUS212-4
4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17,L17,F2310% 12 6'Ye 10% 4 56-16d 20-16d
HGUS214-4
5045 9600 9600 9600 9600 4335 8255 8255 8255 825512% 12 6%s 12% 4 66-16d 22-16d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685
41 SIZES
LUS46 4111 18 Ve 4% 2 4-16d 4-16d
HGUS46
1165 1030 1180 1280 1625 1000 880 1010 1090 1385 17,f{,L17131123% 41A. 4 20.16d 8-16d
HHUS46
2155 4355 4875 5230 5575 1855 3750 4200 4500 47954V, 14 34f 51Se 3 14-16d 6-16d
LUS48
1550 2790 3160 3410 4265 1335 2390 2710 2925 3665
17, L17, F23
4% 18 3'K. 6Y. 2 6-16d 4-16d
HUS48
1165 1315 1500 1625 2060 1000 1125 1285 1390 176561AA143%@ 7 2 6-16d 6.16d
0 NHUS48
1550 . 1595 '1815 1960 2470 1550 1365 1555 1680 2115
17,F6,L17
6'r1 14 33i 7'ri 3 22 16d 8 16d
HGUS48
2000 4215 4770. 5150 6440 1720 3615 4095 4415 55356'/is 12 ASA 7Y. 4 3616d 1216d
LUS410
3235 7460 7460 7460 7460 2785 6415 6415 6415 6415
17, L17, F23
6%. 18 315. 8i: '2 8-16d 6 16d
0 HHUS410
1745 1830 2090' 2265 2870 1500 1565 1785 1935 24558% 14 33i 9 3 30-16d 10.16d
HGUS410
3745 5640 6385 6890 7165 3440 4835 5480 5910 6165
17,F6,L17
618%s 12 3% 91. 4 46-16d 16.16d
HGUS412 10%
4095 9100 9100 9100 9100 3525 7825 7825 7825 17,L17,F231231i10% 4 56-16d 20-16d
HGUS414
5045 9600 9600 9600 9ti00 4335 8255 8255 •8255 8255lix123% 12M. 4 6616d 22-16d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8665
17 L17
1. Uplift loads have been increased 60% for wind or earthquake loading with no furtherincreaseallowed. For normal loading applications such as cantilever
refer to Simpson Strong -Tie' Connector Salmorsottware
ANSI/TPI 1.2007 Simpson Strong•Tie° Connector Selector," Soltware includesconstruction • the evaluation of cross -grain tension in its hanger allowable loads. Fororconservativelydividetheupliftloadby
additional
information, Contact Simpson Strong -Tie
2 Wind (160) is a downloadd rallng. 5. Loads shown are based on minimum of 2- 2xDN canting member. With 3x carrying
ls into the header and16d commons into the 3. Minimum heel height shown is required to achieve fun table loads. For less than members, use lWith with o loadreduction. single tic carrying use Iodxl W nails Into thetheader minimumheelheight, see technical bulletin T REDHEEL (see page 232 for debits). and 10d 4. Truss chord cross -grain tension may limit allowable loads in accordance with commons Into the joist and reduce the load to 0.64 of the table value. 6.
NAILS:16d - 0.16Z dia. 314' long. xSee page 22-23 for other nail saes and Information. o:
4
ra
135
a
PlafedsTnissaConneclois::. •- . _ . , .:;•.,a!':-r.' li}.[ ,}:,,.
t.• .•.s, S:.X l.'_,.%.ra._i'r.-:•,:"1':'•: %I,: C:'.•.... I III
EEREO This product is preferable to similar connecmm because of
a) easter installation, b) higher loads, c) lower Instilled cost,
Y,
or a combination of these features.
0' ••• ••• •
All hangers in this series have double shear nailing — an
innovation that distributes the load through two points on each joist nail for
greater strength. This allows for fewer nails, taster installation, and the use
of all common nails for the same connection.
Double shear hangers range from the light capacity LUS hangers to the
highest capacity HGUS hangers. For medium load truss applications, the
MUS offers a lower cost alternative and easier installation than the HUS or
THA hangers, while providing greater load capacity and bearing than the LUS.
MATERIAL: See tables below and on page 135.
FINISH: Galvanized. Some products available in stainless steel or
ZMAX' coating; see Corrosion Information, page 14-15.
INSTALLATION • Use all specified fasteners. See General Notes.
Nails must be driven at an angle through the joist or truss into
the header to achieve the table loads.
Not designed for welded or nailer applications.
OPTIONS: • LUS and MUS hangers cannot be modified.
HUS hangers available with the header flanges turned in for
2-2x (3'/.•) and 4x only, with no load reduction. See HUSC
Concealed Flange illustration.
Concealed flanges are not available for HGUS and HHUS.
See Hanger Options, page 216, for sloped and/or skewed
HHUS models.
Other sizes available; consul your Simpson Strong -Tie representative.
CODES: See page 13 for Code Reference Key Chart.
These products are available with additional corrosion protection.
Additional products on this page may also be available with this option,
check with Simpson Strong -Tie for detailsPF . These products are approved for installation with the Strong -Drive SD
Structural -Connector screw. See page 27 for more information.
Model
No.
Min.
Heel
Height
Ga
Dimensions Fasteners '
W I H I B Carrying 1Member
arded
Member
SINGLE 2x SIZES
LUS24 2% 18 1'4. 35t 13'. 4-10d 2-10d
LUS26 4%1'S. 43: 13i 4-10d 4-10d
MUS26 4"As 18 1%e S%s 2 6-10d 6-10d
HUS26 4%, 16 1% 53< 3 14-16d 6-16d
HGUS26 4'4. 12 1% 5% 5 20-16d 8-16d
LUS28 434 18 1% 6% 1% 6-10d 4-10d
MUS28 6356 18 195. 2 8.10d 8-10d
HUS28 614 16 1'i 3 2216d 816d
HGUS28 6% 12 1% r70A 5 36-16d 12-16d
LUS210 4% 18 1% 1V 8-10d 4lOd
HUS210 IPA 16 A 3 30-16d 10-16d
I" 1 r
III..: ••
ilp
Iarl
kli ji
tj f
1.See table
on page
135 for
allowable
loads.
1•for M
114i for4xS"i
C O H
d
c
0•
w-• e
LUS28
HHUS210-2
Truss Designer
to provide fastener
quantity for connecting
multiple members
together)
MUS26
HGUS28-2
c
a
c.
c e.,
2•
HUS210
HUS28, HUS28,
and HHUS similar)
e I .
HUSC
Concealed
Flanges
not available
for HHUS,
HGUS and
HUS2x)
Typical HUS26 with
Reduced Heel Height
Double Shear Dome Double Shear
Double Q Nailing Nailing Side View
Shear Side View (available on
Nailing Do not -'' some models)
Top View bend tab Y U.S. Patent S,fiO3,580
OF Allowable Loads . SP Allowable Loads SPF/HF Allowable Loads
Code
Model
No. J!j Floor
100)
Snow
115)
Rool
125)
Wind
160)
UpIiH'
160)
Floor
100)
Snow
1151
Roof
1125)
Wind
160) UpliNq)KJ16015)
ow Rool
125)
Wind
160)
Rel,
SINGLE 21 SIZES
LUS24
LUS26
MUS26
HUS26
490
1165
1090
1550
670
865
1295
2720
4360
1100
1730
3965.
6745
1340
4255
765
990
1480
3095
4885'
1255
1975
4120
6970
1525
4445
825
1070
1605
3335'
5230 '
1360
2140
4220
7125
1650
4575
1045
1355
1825
3335
5390
1725
2645
4335
7275
2b90
5020'
1 490
1165
1090
1550
1765
1165
1555
20004070
3015
1165
3000
725
940V3335E2950
472
1200
1880
6460
1445
4105•
830
1365
215023302645
6705
1660
4310:
895
1165
1745
3335
5390
1480
6870
1795
4450•
1135
1475
1825
3335
5390
1835
4335
7275
2270
4930 .
420
1005
940
1335
1520
1005
1335
1720
2595
1005
2680-
575
740
1110
2330
3750
940
1475
2905
4960
1145
3150
655
845
1265
2650
4200
1075
1690
3035
5160
1305
3315—.•3423_
705
915
1370
2820
4500
1165
1830
3125
5290
1415
895
1160
1570
2865
4635
1475
2275
3435
5745
1745
3815
17,F6,L1i
L17
17,F6,L7
L17
17,F6,L1;
HGUS26 1765
JrHUS28E20OO
134
Note: For dimensions and fastener Information, see table above. See table footnotes on page 135.
Wood,6:Sbriclgral,ComposJfeLumberConnedtue, r
7hese products are available with additional corrosion protection. Additional products on
this page may also be available with this option, chwA with Simpson Sovnp-Ae for detaih.
7 7-
V4
I
N.
CODES: See page 13 for Code Reference Key Chart
Actual
Joist Model No.
Size
Ga
Dimensions
Min/
Max
Fasteners Allowable Loads
Code
Reg. W H 8 Face Joist
OF/SP Species Header SPF/HF Species Header
Uplift
160)
Floor
100)
Snow
115)
Root
125)
Floor
1100)
Snow
115)
Roof
125)
1%x516 HU1.81/5 14 194. 5% 2% Min 12-16d 4-10dxl% 610 1785 2015 12165 1540 1735 1865
19.L12,F81134. 5% 2% Max 16-16d 6-1001% 915 2380 2685 12890 2050 2315 1 2490
1%x7'% HU7 14 1'%s 6'%. 2'h I Min 12-16d 4-10dx1'h 610 1785 2015 2165 1540 1735 1865
19 F8 L121'%. 61%. 2% IMaX 16-16d 8-10dxl% 1515 2380 2685 12890 2050 2315 2490
HUS1.81/10 16 144. 8% 3 30-16d 10.16d 3000 5135 52951 5400 4705 5105 5195 19. F23
1%x9% HU9
HUC01.81/9-SDS
14
1'%. 9%. 216 Min 18-16d 6-1Odxl% 915 2680 3020 13250 2305 2605 2800
19F8,L12 11YI. 9%. 2% Max 24-16d 10-10*1'h 1895 3570 4030 4335 3075 3470 3735 1`%
s 9 3 8-SDS'/.'x1i': 4-SDS%*xl%' 1505 2000 2300 2500 1440 1655 1800 19
F23 HUS1.81/10 161 1'Yn 8% 3 3D-16d 10-16d 3000 5135. 5295 5400 4705 5105 5195 1%
x HU11
11 %. -11 % HUC01.
81/11-SDS 14
1'%.
1114. 2% Min 22-16d 6-10dxl% 915 3275 3695 3970 2820 3180 3425 19.
L12, F8 1 "As 11 %s 2% Max 30-16d ID-10dxl % 1895 4465 4705 4810 3845 4340 4600 1'%.
11 3 10-SDS'/.'x13:' 4-SDS Y: xl %' 1505 2500 2875 3125 1800 2070 2250 19,
F23 HUS1.81/10 U14
1%
x14 HU14
HUC01.
81/11-SDS 16
1'%. 8% 3 30-16d 10-16d 3000 5135 5295 540D 4705 5105 5195 1`
As 10% 2 14-16d 6-10dx114 1110 2015 2285 2465 1735 1965 2120 19,
F8,L12 14
1'%.
13"As 2% Min 28-16d 8-10dxl% 1515 4165 4420 4505 3590 40M 4335 1'%.
13'%. 2% Max 36.16d 14-10dxl% 2015 5055 5275 5420 4615 5000 5130 119.
11 3 10-SDS'/4'x13:' 4-SDS%'xl%' 1505 250D 2875 3125 1800 2070 2250 19. F23 HU48/
HUC48 3%
x7% HUS48
14
39.
6'%. 2% Min 10-16d 4-10d 760 1490 168D 1805 1280 1445 1555 Ig
L17 F6 3%. 6'%. 2'h Max 14-16d 6-10d 1135 2085 2350 2530 1795 2025 2180 3%.
6'%. 2 6-16d 6-16d 1550 1595 1815 1960 1365 1555 1680 19.F8,L12 HGUS46
12 3% 4% 4 20-16d 8-16d 2155 4360 4885 5230 3750 4200 4500 19,F23 HHUS48
14 3% 7% 3 22-16d 8-16d 2000 4210 4770 5140 3615 4095 4415 19,F8,L12 HGUS48
12 3% VAs 4 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 19, F23 U410
HUS410
HU410/
HUC410 3%
x 1
9Y4-9% HHUS410 HUC041D-
SDS HGUS48
HGUS410
16
We 8% 2 14-16d 6-10d 1110 2015 2285 2465 1735 1965 2120 19,
F8,L12 14
3%.
8'%. 2 8-16d 8-16d 2990 2125 2420 2615 1820 2070 2240 3%.
8% 2'h Min 14-16d 6-10d 1135 2085 2350 2530 1795 2025 2180 3%.
8% 2% Max 18-16d 10-10d 1895 2680 3020 3250 2305 2605 2800 3%
9 3 30-16d 10-16d 3735 5635 6380 16880 4835 548D 5910 31A.
9 3 12-SDS'/.'x2Yi' 6-SDS'/: x2W 2510 4680 4955 4955 3370 3570 3570 19.
F23 123% 7Yo 4 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 3%
9%. 4 46.16d 16-16d 4095 9100 9100 9100 7825 7825 7825 U410
HUS412
HU4121HUC412
HHUS410
16
3%. 8% 2 14-16d 6-10d 1110 2015 2285 2465 1735 1965 2120 19,
F8,L12 14
We
10% 2 10-16d ID-16d 3635 2660 3025 3265 2275 2590 2795 394.
10%. 2!4 Min 16-16d 6-10d 1135 2380 2685 2890 2050 2315$2490 3%.
10%. 2% Max 22-16d 1D-10d 1895 3275 3695 3970 2020 318011Y11'633fi9330-i6d 10-16d 3735 5635 6380 6880 4835 5480HUC0412-SDS3%. 11 3 14-SDSy'x2W 6-SDS'/.'x2%* 2510 5460 5560 5560 3930 4000HGUS48 19,
HGUS410123%
714. 4 36-166 12-16d 3235 7460 7460 7460 6415 6415 3%
We 4 46-16d 16-16d 4095 9100 9100 9100 7825 7825HGUS412 3% 10349 4 56-16d 20-16d 5045 9600. 9600 9600 8255 8255 U414
HU4161HUC416
3%
x14 HHUS410 16
3Yn 10 2 16-16d 6-10d 1110 2305 2615 2820 1980 2245 2425 19,
F8,L12 143%'
13% 2'h Min 20-16d 8-10d 1515 2975 3360 3610 2565 2895 1 3110 3%.
13% 2'% Max 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 3%
9he 3 3D-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HGUS410
HGUS414
HUC0412-
SDS 12
3%i 9 4 46.16d 16-16d 4095 9100 9100 9100 7825 7825 7825 19.
F23 3% 12%. 4 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 14
3%. 11 3 14-SDS Y: x2'h' 6-SDS Y4'x2W 2510 5460 5560 5560 3930 4000 4000 HU416/
HUC416 14 3%' 13% 234 Min 20-16d 8-10d 1515 2975 3360 3610 2565 2895 3110 19
F8 L12 3%.
13% 2% Max 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 3'
h x 16 HGUS410 HGUS412
HGUS414
HUC0412-
SOS 114 12
3%
9%. 4 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 19,
F23 3%
1ONs 4 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 3%
12%s 4 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 3%.
11 3 14-SDS Y.WW 6-SDS'/.'x2'h' 2510 5460 5560 5560 3930 4000 4000 1.
Uplift loads based on DF/SP lumber and have been Increased for wind or 4. MIN nailing quamily and load values -fill all round holes; earthquake
loading with no further Increase allowed. Reduce where other loads MAX nailing quantity and load values -fill all round and triangle holes. govern.
for SPF/HF, use 0.86 x OF/SP Uplift Load for products requiring nails 5. Hangers sorted in order of recommended selection for best overall - •, n , ,
and0.72 x DF/SP•Uplift Load for products requlring•scrsYs may^ •'r _; ; ` performanbynd'S I iiWilUlr vzluo. " ' - _ 2.
1 Od commonl: or 16d sinkers may be used 'instead of Ae spectlied 16d at 6. Allowable downloads are based on a Joist bearing capacity of 750 psi. 0.
84 of the table load value. 7. NAILS: 16d = 0.162' dia. x 3W long, 110d = 0.148' dia. x 3' long, 3.
16d sinkers may be used instead of the specified 10d commons with no load reduction. 100x1'h = 0.148' dia. x I W long. See page 22.23 for other hall sizes and information. 105
SIMPSON
THA/THAC/THAR/L Adjustable Truss Hangers Stron -
This product is pre/emb/e to similar connectors because of •
a) eas/a Installation, OJ higher roads, c)
lowerinctelleHcan
o
W ova combination of these feeforei. '
The THA series' extra long straps allow full code nailbefield -formed to give top flange hanger convenience.
Designed for 4x2 floor trusses and 4x beams, the THAR/L422 h
skew of 45'. Straps must be bent for top flange hanger installation. PAN nailinghelpseliminatesplittingof4x2trussbottomchords.
MATERIAL: See table FINISH. Galvanized. Some products available In '
ZMAX• coating; see Corrosion Information, M
page 14-15.
INSTALLATION: • Use all specified fasteners. See General Notes.
The following installation methods may be used: f e c
Typical THA Top Flange
Top Flange Installation —The straps must be field formed over the i Installation
header - see table for minimum top flange requirements. Install toyandfacenailsaccordingtothetable. Top nails shall not be within /.'' W ' from the edge of the top flange members.
For the THA29 nails used for joist attachment must be driven at an I THA418 ,/ THA29anglesothatthpenetratethroughthecornerofthejoistandintoI ` the header. For all other top flange installations, straighten the
double shear nailing tabs and install the nails straight into the joist. I Attachmem Top nails per table I= nabFaceMountInstallation —Install all face nails according to the table. a r pertaDbNotallnailholeswillbefilledonallmodels. On models where there
are more nail holes than required, the lowest 4 face holes must be rf01" edge Typical THA29, filled. Nails used for the joist attachment must be driven at an angle Face Mount Installationsothattheypenetratethroughthecornerofthejoistintotheheader.
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 carrying member. Nailsusedforthejoistattachmentmustbedrivenatananglesothattheypenetratethroughthecomerofthejoistintotheheader.
Uplilt—Lowest face nails must be filled to achieve uplift loads.Straighte„ the dDUWOPTIONS: - THA hanggers available with the header flanges turned in for 31': shear nailing tabs and InstallexceptTHA413) and larger, with no load reduction - order THAC hanger. nails straight Into the joistCODES:- See page 13 for Code Reference Key Chart Typical THA Top
Flange Installation
Double Shear I Dome Double Shear on a NailerDouble
Nailing Side ViewShearg Nailing Side View (except THA29) i
Nailing Do not bend tab (available on
Top View
noted
unless otherwise some models)
U.S. Patent 5.603.580 as1a7uwa•2=
THAC422 OrTHAR/L422
These products are available with additional corrosion protection. Additional products on this page may also be available with this option, clink with Simpson Stang-71a for details.
W
gym Model Mln' Min. rastenert'
gDFP Allocable Loads SPF HF Allowable Loadsed
No Ga Top Header Carrying CarrieFloor
Snow Root U lift' Floor Snow Roof Code MemberWHCFlangDepthMemberMemberpTo
Face Sirai ht Slant (100) (115) (125) (160) (100) (115) (125) 2x6
2x6
THA29
THA213
18
18
134
9"/,. 5'G 2'A. 4-10d nn
c mOIALLAIMN 4-
10d 4-10d 560 2260 2310 2350 480 1740 1785 1815 2x6
THA218 18 13G
13i
13%
s 17'
y. 5'/
i 514
1'
r4 2
4-
lOd 2lOd 4-10dx1'/r 1615 1615 1615 — 1280 1280 1280 11 2
2x10 THA218-2 16 3%. 17"Ke 8 2 4-
10d 4-
16d 210d
216d
44ndx114
6-
10d 1615
16151615 1615 — 1280 1280 1280 2
2x10 THA222 2 16 3'b 2215. B 2 4-16d 2-16d 610d 2245
2245 — 1280 1280 128 18, F7, 4x6
THA413 THA418
THA422
18
16
16
33f
39G
3%
13%
s 17'
k 22
4%
7
7'/.
134
2
2
4-
10d 4-
16d 4-
16d 2
lOd 2
16d 2-
16d 4.
10d 6
10d 6-
10d 2245
1615
2245
2245
1615
2245
2245 —
1615 —
2245 —
1935
1280
1935
1935
1280
1935
1935
1280
1935
L15
4x10
4x10
4x10
THA426 14 3% 26 7 G 2 4-16d 4-16d 6-16d 2245
2245 2245 — 1935 1935 1935 2435
2435 2435 — 2095 2095 2095 F23 4x10
THAR/L42 THA422
2 16
14
33fi
7'/.
223E
22'%
r 8
93:
2'
r4 4-10d 810d 1-10 2-10dx1i4 310 165 1675o 10, 1675
260 1405 1405 1405 18, F7, L15 24x102
4x10 THA426 2 14 7'/. 26'rS. 9% 2 —
2 —
4-
16d 4-
16d 4-
16d 16d
616d
6-
16d 3330
3330 3330 — 2865 2865 2865 170
I4talc ,
unuirr ..,r......... 3330
3330 3330 — 2865 2865 2865 2x6'
THA213 18 n
144
133;. 07
5'
r4 — y'%.
10d 1335.
4-
lOd 560 2125 2310 2350 480 1740 1785 1815 2x6
THA218 18 191 17'Ys 5% — 17i4. 14-
10d 1810d
4-
10d 1170 1795 1840 1870 780 1385 1425 1450 2
2x10 THA218-2 16 3'ri 17"/,s 8 14Ks I 2216d 4-
10d 1170 1795 1840 1870 780 1 1385 1425 1450 2
2x10 THA222 2 16 3'h 22i1. 8 — 14'/u 22161 6-
16d 1855 3695 3695 3695 1595 3185 3185 3185 18,F7,' 4x6
THA413 18 34i 1314. 4'/r — 13% 14-11Od 6-
16d 1855 3695 3695 3695 1595 3185 3185 3185 L15 4x10
THA416 16 3if 17'rS PA — 14% 22-16d 4-
10d 1170 1940 2235 2400 780 1660 1910 2075 4x10
THA422 16 3-1 22 Tii — 1414. 22 16d 6-
16d 1855 3695 3695 3695 1595 3185 3185 3185 4x10
THA426 14 31/i 26 7'ri — 1614. 6-
16d 1855 3695 3695 3695 1595 3185 3185 3185 2
010 THA422 2 14 7Y. 22"i4. 91. 16g s 3016d
616d 1855 4550 4550 4550 1595 3915 3915 3915 F23 2
4x10 THA426-2 14 71Z. 26'4. 9i: — 616d 1855 5160 5520 5520 1595 4440 4745 4745 38-
16d 6 16d 1855 5520 5520 5520 1595 4440 4745 4745 170 16d
sinkers maybe used to replace 16d commons at 0.85 of table load. 5. For top flange Installation on a nailer (see detail above), install joist nails straight by bending 2. Uplift has been Increased for wind or earthquake loading with no the double shear tabs. further
Increase allowed; reduce when; other loads govern. 6. For single band 3x nailers, the following THA hangers.can be sL;JIJd ueinp..10dx1'rS: topauils ..d. _._. „r: 3•.Rc.;loads are 125%iof floor loads unless limite and 2.16d face nails with reduced allowable loads as rated: y-NA4P2: 415 Iles: for Df1 Bails: When the ' ` `'t 1215
lbs. for SPF; THA426: 2245 Iles. for DFL,1930 lbs. for SPF. 4: hanTHAger
height tIs between 9- io 1and a
allowable Fabl
nails: When the 7,
Min. Top Range refers to the minimum length of strap that must be field -formed over the header. hangerheightIsbetween9' to 1 Y, the allowable download is 1440
lbs. for DR. and 1210 lbs. for SPF No further increase allowed. 8. NAILS: i6d = 0.16Y ill& x 3'h' 10r 16W% - 0.16? dia. x 214' long,1 Od = 0.148' dia. x 3' long, 10dxl % - 0.148' i ia. x I W long. See page 22-23 for other nail sins and Information. 89 i
a
VALLEY FRAMING & BRACING DETAIL
Lumber Size and Grade Minumum Requirements
Ridge board_ 24 Uldn) ea southern Pine or fetter.
Rafter spent 20'-0' or lea-. (A) 24 W 92. SPF allot OF /2 or better
B) 24 SP 12. SPF 4 VXZ OF 14 or better
Purent/tatMl bradag_ 24 SPF82, NF a2, OF a2 or better
sleepers_ ZAvAdth of rafter seat out) SPF 113 or better
2 parallel 2a6 SPF a3
CAppies and bloddng. 24 SPF a3 or better
Truss Below_ See design - southern Pine Material '
RIOGE
SOAR.
2xa)
A Height
of Valley
COLLAR SEAM, EVERT TNIRO
PAIR OF RAFTERS
TYPICAL COMMON$- 2y4SIOGKING no Sheathing, ngSPACED24- O.C. (Whole no atuffin 2 g .
GENERAL NOTES
Purlins required 2'.0" O.C. in absence of plywood sheathing.
Trusses without sheathing applied must be evaluated accordingly.
Purins should overlap sheathing one truss spacing minimum.
In cases that this is Impractical. ovoriap sheathing a minimum
of 6", and nail upwards through sheathing into purlin with a
minimum of Odd (0.131-xLV') common wire nails.
Effects of not providing sheathing below a valley set
must be evaluated by the building'dosigner.
This drawing applies to valleys with the following conditions:
Spans (distance between heals) 4W.W* or loss
Maximum valley height.14%0"
Maximum mean roof height: 30 foot
ASCE 7.OS,140 mph, Enclosed. Cat 11, Exp 6,1-1.0, Kit=1.0
Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp 0, Kit=1.0
TRUSS
TRUSS UNDER VALLEY FRAMING
VALLEY RAFTER OR RIDGE
CRIPPLE
Cripples 41-0" for 30 psf (TL) and 20 psf (To) Max.
Space the cdppos for each row starting from the valleys or sleepers
and working inward to the ridge board so that cripple locations are
staggered between rows.
r e- o c. (Typ)
Connection Requirement Notes
I I. •2x6 rakers to ridge 4.16d toe -nails
Attachment can be made directly
2. Cripple to ridge 4 16d toe -nails
or through plywood sheathing 3. Cripple to rafter 416d toe -nails
by cutting a 2"x6" notch in sheathing 111) 8 16d face -nails
IL 4. Rafter to sleeper or blocking 516d toenails
Rafter to two 2x6 sleepers 416d tot -nails
S. Sleeper to truss 416d too -nails
Two 2x6 sleepers to truss 316d roe -nails each sleeper & truss
6. Ridge board to roof block 416d toe -nails
7. Ridge board to lass 416d toe -nails
8. Pudin to (Typ) 316d tot -nails
9. Truss to blocking 4 16d toe -nails
20. Truss to cripple 416d toe -nails
11. Truss to cripple 416d toe -nails
12. Cripple to purlin 316d toe -nails
NOT REQUIRED IF SLEEPERS ARE USED)
13. Collar beam to rafter 4 16d toe -nails
CRIPPLE, BRACING, & BLOCKING NOTES NOTE: l6d (0. 162'x3.S') COMMON NAILS
2x4 continuous lateral restraint (CLR) min. Is required for cripples S'-0" to 10'-0" Ionyynailedwl2.10d (0.143"x3") nalls. Or 2x4 " T" or scab reinforcement nailed to Rsl 211;
of cripple with tOdl0.12a"4.0") nails at 6" o.a -T" or scab must be 90% of cripple length.
Crippfes over 10'-0 long requre two CLR's or both (aces wl'T' or scab. Use stress
graded lumber 6 box or common nails.
Jarrow edge of cripple can face ridge or rafter,
as long as the proper number of nails are
Installed Into ridge board
4nstall blocking under rafter it sleepers are not used.
4nstall blocking under cripples N cripples fall between
lover truss top chords and lateral bracing is not used.
Apply'all nailing In accordance to current NOS reyulromonts.
Nails are common wire nails unless noted otherwise. I
y G NS,'• z
A) s) V
ssVAhhlma taw Mm fTa10V Art tarts a nas M4,0 o
e FVtrAllTw Rteom the ISIAvoc tD s L tnttaActms vicumm nc D6TALLm i
trusses .vRdr..,.w". c.r. h feb
NO. iva61 - TC LL 20 30 40 54 REF VALLEY FRAMING
DATE 10/01_/14
co
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C
Alpine, an ITW Company
2400 Lake Orange Dr., Suite 150
Orlando, FL 32837
Phone:(800)755-6001ALPINE
w,TWcOWq
alpineitw.com
Site Information:
ustomer. Carpenter Contractors of America Job Number N330090
bDescription: TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA1213TB/213SE ,02/ ,R/01
ddress: City, State, Zip:
Name, Address and License # of Structural FOR if one exists for the building:
Name. I License #: State:
Address:
Job Engineering Criteria: _
Design Code: FBC 6th Edition (2017)
City, State, Zip:
View Version: 17.02.02.1213.21 JRef M 1W71.189750056
Wind Standard: ASCE7_10 Wind Speed (mph): 150 I Roof Load (psO: 20.00-10.00- 0.00- Floor Load (pst). 40.00-10.00- 0.00-
5.00 5.00
This package contains a job notes page, 53 truss drawings and 4 details.
Item Seal # Truss
1 022.18.1024 39980 All
3 022.18.1024.39324 A3
5 022.18.1024.38699 A5G
7 022.181024.39869 BIG
9 022.18.1024.38949 B3
11 02218.1024.39573 B5G
13 022.18.1024.39074 C1
15 022.18.1024.38808 C3
17 022.18.1024 39338 MG1
19 022.18.1024.39323 MW
21 022.18.1024.38839 FG1
23 022.18.1024.39684 FG3
25 022.18.1024.38838 HJ7
27 022.18.1024.39824 HJ5
29 022.18.1024.31666 ER
31 022.18.1024.38948 EJ5
33 022.18.1024.38575 CJ5
35 022.18.1024.39729 CJ3A
Item Seal # Truss
2 022.18.1024.39433 A2
4 022.18.1024.39198 A4
6 022.18.1024.39557 A6G
8 022.18.1024.38683 B2
10 022 18.1024.39057 B4
12 022.18.1024.38963 L1G
14 022.18.1024.39619 C2
16 022.18.1024.39683 C4G
18 022.18.1024.39588 MV6
20 022.18.1024.39463 MV2
22 022.18.1024.39183 FG2
24 022.18.1024.39511 FG4
26 022.18.1024.39027 HJ7L
28 022.18.1024.38713 HJ3
30 022.18.1024.38840 ERL
32 022.18.1024.38729 EMG
34 022.18.1024-12744x CJ13n r uynbet
36 022.18.1024.
n • e a9 eoe ee roroe•
u ni ifal ir)wtur. PriMnA
copies 'hputanorioinalsorraturemusl
ve vernwo usmgme ongmar eiearomc
version.
000101pMasr"»
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44
No.70861
s
STATE OF
ss onA
0 t/23a018
Florida Certificate of Product Approval #FL1999 Printed 1/22/2018 9:49:34 PM
ALPINE
u.mvtovRvn
Alpine, an ITW Company
2400 Lake Orange Dr., Suite 150
Orlando, FL 32837
Phone:(800)755-6001
alpineitw.com
vac r.nvnrti a. vrr.
Customer. Carpenter Contractors of America Job Number., N330090
JobDescription: TEEN BUILDER ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01
Address- City, State, Zip:
Item Seal # Truss
37 022 18.1024.39854 CJ51-
39 022.18.1024,38574 CJ1L
41 022.18.1024.39448 FT2
43 022.18.1024.39182 FT4
45 022.18.1024.38433 FT5GE
47 022.18.1024.39995 FT7
49 022.18.1024.39385 FT9
51 022.18.1024.38588 FT11
53 022.18.1024.39152 FT13
Item Seal # Truss
38 022.18.1024.38432 CJ3L
40 022 18.1024 39277 FT 1 G E
42 022.18.1024.38276 FT3
44 02218.1024.38917 FT4A
46 022.18.1024.39073 FT6
48 022.18.1024.38604 FT8
50 022.18.1024.39825 FT10
52 022.18.1024.38416 FT12
This docoment has been electronically
ipnnA airv) r ni kal (ipnnh n.. primtrd
copies without an original Signature must
be verified osingthe original electronic
version.
1
IIIIM
H`
nAT'
ti
No.170881
STATE OF J
4V
4 f•;°4 OR• Doff
ss oNAi
01 /23/2018
Florida Certificate of Product Approval #FL1999 Printed 1/22/2018 9:49:34 PM
Job Numbec, N330090
I
Ply. 1
I
SEON• 10230 / T5
COMNI
Cust. R8975 JRef• 1W7U89750056
TEEN BUILDER Oly: 6 FROM: JJP DrwNo: 022.18.1024.39980
Tru9s Label: At SN / WHK 01/22/2018
Loading Criteria (psq
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 "
7'10.9 15' 1"39
T10"9 +
22'7
T1"7 "..F 'E" 7'10"9
1106
39
1' IL4 7'2'12 7- 2-12 I 7'9"4 1'
T9"4 15' 272 12 30
Wind Criteria
Wind Std. ASCE 7-10
Speed: 150 mph
Enclosure. Closed
Risk Category: II
EXP: C
Mean Height 23 91 tt
TCDL: 4 2 psf
BCDL 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 it
Loc. from endwall: not in 9 00 tt
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 "1313" 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(0 11Xx2.5",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 based on MWFRS with additional C&C
member design
Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg NA Ct. NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce NA VERT(LL): 0.100 1 999 360 B 1543 / 430 / 1027/ - / 287 / 4.0
Lu: NA Cs NA VERT(TL): 0.383 1 999 240 F 1543 / 430 / 1027/ - / - / 4.0
Snow Duration. NA HORZ(LL): 0 045 H - Wind reactions based on MWFRS
HORZ(TL) 0.110 H B Min Brg Width Req = 2.1
Code / Misc Criteria Creep Factor: 2.0 F Min Big Width Req = 2 1
Bldg Code: FBC 6th.ed 201 Max TC CSI. 0 972 Bearings B & F are a rigid surface
TPI Std: 2014 Max BC CSI. 0.927
Rep Factors Used: Yes Max Web CSI: 0.417
Members not listed have forces less than 375# I Maximum Top Chord Forces Per Ply Jibs)
FTIRT:20(0)/10(0) Chords Tens Comp Chords Tens. Comp
Plate Type(s)' I
WAVE VIEW Ver: 17 02 02A.1213.21 B - C 977 .2570 D - E 783 -1773
C - D 783 .1773 E - F 977 - 2570
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Comp Chords Tens Comp
B - J 2192 - 720 1 - H 2189 - 742
J - I 2189 - 720 H - F 2192 - 742
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp. Webs Tens. Comp
C -1 413 -822 I- E 413 -822
0 - I 935 - 383
y-
i i
i
o. 708 1 '
SAT O
coA 11(Q N
lip"I
01/23/2018
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 h ndlin9, shi in installing and bracing. Refer to and follow the latest edition of SCSI (Building
Component Safety Information, by TPI and S CA) rbr saety iactices pnor to performing these functions. Installers shall provide temporary _
brawn per BCSI., Unless noted o erwi e3o or shall have roRerN attached structural sh aching and bottom chord hall hav a roper
attach d rigqid ceilin . Locations shown or ermanent lateral restra nt bf webs shall hav bracing ins Ile p r SCSI sections $3', 7 or B10,
as applicaltte Appplgy pplat s to each face ofPtruss and position as s lownab ove and on toe Join[ Detalls, unless not otherwise. Refer to ALPINE
drawings160A-Z fOr stanaard plate positions. At "
me, a division of ITW B itddi1nggCCom n ntg Gr Vp In shall not be responsiple for an deviation from this drawin an failure to build themmo tn)
ss in cgnf rmance with N5I 1 1, or (nor handliri s iippina, installation and bracingq qi trussesA seal on this druwir qg or cover paaggee 2400 Lake Orange Dr. listing
this rawinq indicates acceptance of proTessionar een sneering responsibilit yr sole) for the desi n shov7n. The suitabil Suite 150 anduseofthisdrawingforanystructureistheresponsib7noftheBuildingDesigrSerpePANSI/TPI 1 S$c.2. For
more information see this'ob's general notes page and these web sites, ALPINE www al metw corn, TPI. www.t inst.or ; SBCA: www sbcindus com.:ICC: www.iccsale org Orlando FL, 32837
Job Number:, N330090 Ply. 1 SEON. 10237 / T4 / HIPS Cust: R R8975 JRef' 1 W7U89750056
TEEN BUILDER Oly: 2 FROM JRH DrwNo• 022.18 1024.39433
Tru" Label: A2 KM / OF 01/22/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL. 17.00
BCLL: 0.00
BCDL: 1000
Des Ld' 4700
NCBCLL: 10.00
Soft: 0.00
Load Duration: 1.25
Spacing: 24.0 "
6'94 13' 1 T 23712 + 30'
6'9"4 62"12 4' 62'12 6'9"4
06 6T2a0
30'
10, i 5' _i_ 5' 10' _i_1'_i
19 15' 20 130'
Wind
Criteria Wind
Std: ASCE 7-10 Speed:
150 mph Enclosure
Closed Risk
Category II EXP
C Mean
Height: 23.41 ft TCDL:
4.2 psf BCDL'
5 0 psf MWFRS
Parallel Dist: h/2 to h C&
C Dist a: 3.00 It 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 #1 :T2 2x4 SP #2 N: Bot
chord 2x4 SP 2400f•2.OE Webs
2x4 SP #3 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. Snow
Criteria (Pg,Pf in PSF) Pg:
NA Ct: NA CAT W PI:
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
DeflICSI
Criteria PP
Deflection in loc Udell U# VERT(
LL): 0.073 J 999 360 VERT(
L)' 0.281 J 999 240 HORZ(
LL). 0.027 1 - - HORZ(
TL). 0.066 1 Creep
Factor: 2 0 Max
TC CSI, 0.451 Max
BC CSI: 0.449 Max
Web CSI: 0.243 VIEW
Ver: 17 02 02A.1213.21 o.
7108 1 1 .
COA,
O NAIL„„• rllfrfpt01 /
23/2018 Maximum
Reactions (Ibs) Loc
R /U /Rw /Rh /RL /W B
1548 / 433 / 1032 / - / 254 14.0 G
1548 / 433 / 1032 / - /- 14.0 Wind
reactions based on MWFRS B
Min Brg Width Req = 1 5 G
Min Brg Width Req = 1.5 Bearings
B & G 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 1058 - 2598 E - F 990 - 2227 C -
D 9W - 2227 F - G 1057 - 2598 D -
E 851 -1642 Maximum
Bot Chord Forces Per Ply (Ibs) Chords
Tens.Comp. Chords Tens. Comp B -
K 2237 - 812 J -1 1635 -523 K -
J 1635 - 501 I - G 2237 -840 Maximum
Web Forces Per Ply (Ibs) Webs
Tens.Comp. Webs Tens Comp C -
K 310 - 508 E - I 607 - 243 K -
D 607 - 243 1 - F 310 - 5W WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire
extreme care in fagri Gn, handl n9 ship g installing and bracing. Refer to and follow the latest edition of 13CSI,(Bullding t
Safe Information, by PI an SBCA roe sae Piadlces prior to performing these functions Installers shall provide temporary SCSI.,
Unless noted othermse,top chord shall have property attached structural sheathin%and boItr r0 I sr cb ns ha 7 properly Idcellin . Locations shown for ermanent lateral restraint f webs shag have braun9 ins Iled p r C e AidAppyGlatestoeachface, o truss and position as shown above and on the Join`Detait , un ess noted otherwise Refer to 60A•
Z for standard plate positions. a
division of I
vi 1, or for r r
accetance any
structure more
Information www alpineitw com: TPI www his
drawin an failure to build the on
this dr wi I or coveripage ie
des•-gn shovJIn. The suitability ALPINE
NEM+
nWCOwMN 2400
Lake Orange Dr. Suite
150 Orlando
FL, 32837
Job Number: N330090 Ply: 1 SEON. 10238 / T3 / HIPS Cust, R R8975 JRef. 1 W7UB9750056
TEEN BUILDER Oly. 2 FROM, JRH DrwNo. 022.18.1024 39324
Truso Label: A3 KM / DF 01/22/2018
5'11"4 11' 19, 23'102 3V
F 5,11..4 -}- S,o»12 -}- B, -{- 4,10..2 -I-
6.1..14
65X5
T2 %5ED
30'
1' 10, 10, 10, 1'
r
i
10, + 20' + 30'
Loading Criteria (psi)
TCLL. 2000
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 Sid ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category' II
EXP C
Mean Height: 22.91 it
TCDL. 4.2 psf
BCDL 5.0 psi
MWFRS Parallel Dist: 0 to h/2
C&C Dist a 3.00 it
Loc. from endwall: not in 9.00 It
GCpi: 0.18
Wind Duration: 1.60
Value Set 13B (Effective 6/112013)
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
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL)' 0.100 1 999 360
VERT(TL). 0.361 1 999 240
HORZ(LL): 0.0401 -
HORZ(TL): 0.092 1
Creep Factor. 2 0
Max TC CSI' 0 922
Max BC CSI: 0.878
Max Web CSI: 0.210
VIEW Ver 17.02.02AA213.21
Maximum Reactions (Ibs)
Ldc R /U /Rw /Rh /RL /W
B 1596 / 671 / 1031 / - / 220 140
G 1618 /671 /1031/- /- /40
Wind reactions based on MWFRS
B Min Brg Width Req = 1.9
G Min Big Width Req = 1.9
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Malilmum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - C 1137 - 2730 E - F 1031 - 2415
C - D 1026 - 2362 F - G 1130 - 2771
D - E 948 -1956
Top chord 2x4 SP #2 N 'T2 2x4 SP #1. Maximum Sot 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
Lumber value set "I 3B" uses design values B - J 2357 -902 I • G 2390 - 892
approved 1/30/2013 by ALSC J • 1 1995 -647
Bracing Maximum Web Forces Per Ply (Ibs)
a) 1 X4 #3SRB or better continuous lateral restraint Webs Tens.Comp. Webs Tens Comp.
to be equally spaced. Attach with (2) 8d Box or Gun
nails(0.113"x2.5",min ). Restraint material to be C - J 285 - 387 E • I 552 178
supplied and attached at both ends to a suitable J - D 544 -168 I • F 281 •378
support by erection contractor
a) or scab reinforcement may be used in lieu of CLR
restraint. substitute (1) scab for (1) CLR and (2)
p+1 nnuryr/
scabs for (2) CLR'S where shown. Scab
reinforcement to be same size, species, grade, and t9" f .,..... • ' 1 i/'',,
80% length of web member. Attach with 0.128x3" gun
nails Q 6" oc.
3d e e E '• `'
JT ` G SF '.
Loading
i 0.710Trusspassedcheckfor20psfadditionalbottom
chord live load in areas with 42"-high x 24"-wide
clearance. a`
Wind A t SAT O
Wind bads based on MWFRS with additional C&C
design
ce. member
COA tc7lJQNAL
01 /23/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatin , hhandlingg shi ping installing,and bracing. , Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI an SBCA) for saf°ey practices prior to performing these functions. Installers shall provide tempora
braGn per BCSI., Unless noted o erwise,top chord shall have pro attached structural sheathing and bottom Nord shall hav a prope
attach tl ri id ceilln Lovations shown for Dermanent lateral restraint bf webs shall hav braacingq ns[dlled per BC I sections D3, 7 or et ,
as appicabte. AppTey Plates to each face of truss and position as shown above and on the Join[ etails, unless noted otherwise. Refer to A LPI N Edrawings160A•Z for standard plate positions
Alpine, a division of ITW BuUildl1'n CComponent Grou In shall not be responsible for any deviation from this drewina,an failure to build the ,,,,,w o,,,,,r,
truss in conformance with AN51l PI 1, or foriandur q s lippmq, Instellatldn and bracing pf trussesA seal on thlg dr3wir q or cover page 2a00 Lake Orange Dr. Ifstin this drawing indicates acceptance of Pro essiona en meerinq re onsibility solely or the deli n shown. The sui bllf Suite 150anduseofthisdrawingforanystructureismeresponsibilityoftheBuildngDesigrSerperANSIITPI15c.2.
For more information see tMsob's eneral owes page and these _weD ages _ALPINE www eipmeitw Com, TPI www i 'nsi w .SBCA. vmnvsbdndus .win; ICC: www.rtcsafe. Orlando FL, 32837
Job Number: N330090
I Ply: 1 I
SEON. 10239 / T2 / HIPS
I
Cust. R R8975 JRel' 1 W7U89750056
TEEN BUILDER Oty. 2 FROM, JJP DrwNo: 022 18 1024.39198
Trust Label: A4 KM / DF 01/22/2018
T
9'
15, 21' 30'
6' 9'
6X6 =4XD4
T2 =6E
30'
1 , 10, + 10, + 10, r 1
1 V 20' 30'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF)
TCLL 2000 Wind Std. ASCE 7-10 Pg: NA Ct: NA CAT: N/
TCDL: 17.00 Speed: 150 mph PI: NA Ce: NA
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA
BCDL: 10.00 Risk Category: II Snow Duration: NA
EXP: C
Des Ld: 47.00
NCBCLL: 10.00
Mean Height, 22.41 It
Code / Misc Criteria
Soffit: 0.00
TCDL: 4.2 psf
BCDL 5 0 psf Bldg Code FBC 61h ed 201
Load Duration. 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Std, 2014
Spacing: 24.0 " C&C Dist a 3.00 it 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 24001-2.OE :T2 20 SP #2 N
Bot chord 20 SP #1
Webs 20 SP #3
Lumber value set "I 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Defl/CSI Criteria Maximum Reactions (tbs)
PP Deflection In loc Udell U# Loc R / U / Rw / Rh / RL / W
B 1548 / 659 / 1023/ - / 187 / 4 0VERT(LL) 0.083 D 999 360,
VERT(TL)- 0 320 D 999 240 F 1548 / 659 / 1023 / - / - 14.0
HORZ(LL). 0.036 H - - Wind reactions based on MWFRS
HORZ(TL). 0.087 H B Min Big Width Req = 1 8
Creep Factor: 2.0 F Min Big Width Req = 1.8
Max TC CSI: 0.799 Bearings B & F are a rigid surface.
Max BC CSI: 0.855
Max Web CSI: 0.262
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens. Comp.
VIEW Ver: 17.02.02A.1213 21 B - C 1024 -2467 D - E 1043 -2171
C - D 1044 - 2171 E - F 1024 - 2467
0.7108
as SAT O
COA ONAL
ft mprra`'/`
01/23/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Comp Chords Tens Comp.
B - 1 2080 -756 H - F 2080 -774
I- H 2383 -886
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp Webs Tens. Comp.
C-1 517 -124 H-E 517 -124
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in (abricatin h ndlin9 shrupin installing and bracing. , Refer to and follow the latest edition of SCSI (BuildingtSafetyInformation, by TPI an S CA) gi safety eraclrces prior to performing these functions. Installers shall provide temporary
r SCSI.. Unless noted otherwise,top chord shall have proRer r attached structural sheathing and bottom Nord Shall hav a propelly
oid ceiling. Locations shown for ermanent latgral restraint 5f wpbs shall hav bracinoanst811ed pfr BC I sections ¢3, 7 or 810, e. App y Plat s to each face, o truss and position as shown a ove and on tI a Jomf etails, un ess noted otherwise. Refer to
60A-Z for sta i and plate positions.
a division o1
rl Pt 1, or for n
acceptance
any sructure
shall not
TPI www
failure to build the
1 or cover page
n. The suitability
ALPINENE
mrrwcornwn
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number:,N330090 Ply. 1 SEQN: 10240 / T1 / HIPS Cust• RR8975 JRel. 1W7U89750056
TEEN BUILDER Qty. 1 FROM: JRH ' DrwNo: 022.18.1024 38699
Truro Label: A5G KM / OF 01/22/2018
i 3'3" 7' i 117'12 15'74 23' _ 30 J
I- 3,3„ i 3.9. -
r 4,2„12 i 4.4 87.4„12 7,
c8X8 4X6 1112X4 It-8X8
D E F T2 G
12
6T T2X4Ca) a)
W a5X5(C7)
v,
c
Io
w06(C8
B
W2
I v
H
1 .- A I 1
w4X8(C8) M6X8 mH1014 i 1112X4 3X6(C1)
30'
1' 6'10"4 8'9" 7'6"8 6'10"4 1'
f
6'10"4 15'7"4 23'1"12 30'
Loading Criteria (psf) Wind Criteria
TCLL: 2000 Wind Sid: ASCE 7-10
TCDL: 17.00 Speed: 150 mph
BCLL. 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP C
DDes Ld. 4700Desd.: Mean Height: 21.91 it
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: Any
GCpi. 0.18
Wind Duration, 160
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1 T2 2x6 SP 24001.2.0E
T3 20 SP 24001-2 OE:
Sot chord 2x6 SP 2400f-2.OE
Webs 2x4 SP #3 :W2 2x4 SP #2 N:
W6 2x6 SP #2 N:
Lumber value set "138" 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(0.113'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.
Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/#
Pf. NA Ce: NA VERT(LL)' 0.259 F 999 360
Lu: NA Cs: NA VERT(TL). 0.972 F 579 240
Snow Duration, NA HORZ(LL). 0.060 J - -
HORZ(TL): 0.143 J
Code / Misc Criteria Creep Factor: 2.0
Bldg Code FBC 6th ed 201 Max TC CSI: 0.974
TPI Std. 2014 Max BC CSI: 0 744
Rep Factors Used: Yes Max Web CSI. 0 857
FT/RT.20(0)/10(0)
Plate Type(s)
VIEW Ver• 17 02 02A 1213.21WAVE, HS
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 78 pit at -1.00 to 78 pit at 7.00
TC: From 39 pit at 7.00 to 39 pit at 15 60
TC: From 78 pit at 15.60 to 78 pit at 31.00
BC: From 20 pit at 0.00 to 20 pit at 7.05
BC' From 10 pit at 7 05 to 10 pit at 15.60
BC: From 20 pit at 15 60 to 20 pit at 30.00
TC: 438 lb Conc. Load at 7 05
TC: 101 Ib Conc. Load at 7 06
TC: 237 lb Conc Load at 9.06,11 06,13.06,15.00
BC 583 lb Conc Load at 7.05
BC 136 lb Conc. Load at 9 06,11.06,13.06,15.00
BC: 1498 lb Conc. Load at 15 60
P'
H "
3 ;o•OE ••'S •'
i 10.7108 1
o:• S T 0 ;
4!
IFS •••........•.Nv ,+ COA rte a sIQNAI.
01 /23/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING l
on
any
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL W
B 3759 / 1365 / - / - / • 4.0
H 3028 /1149 /• /- I- 4.0
reactions based on MWFRSIWindBMinBrgWidthReq = 3 1
IH Min Brg Width Req = 2.5
Bearings B & H are a rigid surface.
I
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 2753 - 7692 E - F 3366 - 9482
C - D 2635 - 7593 F - G 7 - 9483
D - E 2310 - 6681 G - H 2217 - 5983
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - L 6803 - 2425 K - J 5269 -1931
Q - K 8544 - 3066 J - H 5275 -1929
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens Comp.
L i- D 2414 - 661 F - K 416 - 704
L E 958 - 2360 K - G 4642 -1581
E!- K 1186 -380
INSTALLERS
w the latest edition of BCSI (Building
is Installers shall provide;terhp=:a
nd bottorr2 hor shall haveg a pro er
BG Is Q3, IB7 or 910, ed peri, unless noted otherwise.) kefer to
ALPINE
n this drawin anriY failure to build the
at ondthis dr winq or cover pagQ
W
2400 lake Orange Dr.
511TPI 1111c Zhov3n. The suitability Suite 150
car.. .
5e.
w , w,,. arc ,...•.... Orlando FL. 32837
Job Number: N330090
I Py. 1 I
SEON: 10241 / T6 / HIPS
I
Cust, R R8975 JRef. 1 W7U89750056
TEEN BUILDER Oly 1 FROM. HMT DrwNo: 022.18.1024 39557
Truss Label: A6G KM / OF 01/22/20t8
7' 10'1'12 15' 19'10"4 23' 30'
7' 3'1"12 4'10"4 4'10"4 3'1"12 7'
6C6 SO4 1114E4
T2 =
4F4 =_6G6
T
12
6
M
O_
T
N
iIh
9
O
H
i 79 A _
5X8(C2) 1112X4 =SS0712 =-4X8=SS0712 112X4 =5X8( C))v 1
2X4(C2) =2X4(C2)
c 30'
i 1' 6'10"4 12 5' 5' _13'1"12 6'10"4 1' i 6'
10"4 10' + 15. + 20. 23'1"12 30' -r
Loading
Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deff/CSI Criteria Maximum Reactions fibs) TCLL
2000 Wind Std: ASCE 7-10 Pg: NA Ct. NA CAT' NA PP Deflection in loc Udefl U# I & R / U / Rw / Rh / RL / W TCDL.
17.00 Speed: ISO mph Pf: NA Ce- NA VERT(LL) 0.254 E 999 360 B . 3047 / 1238 / - / - / - / 4 0 BCLL:
0.00 Enclosure: Closed Lu: NA Cs NA VERT(TL): 0.985 E 575 240 H 3048 / 1239 / - / - / - / 4.0 BCDL:
10.00 Risk Category II Snow Duration. NA HORZ(LL). 0.077 J - - Wind reactions based on MWFRS EXP:
C HORZ : 0.188 J B . Min B Width Re 2.5 DesLd: 47.00 (TL) q = NCBCLL:
0.00 Mean
Height 21 91 It Code I Misc Criteria Creep Factor 2.0 H 'Min Big Width Req = 2.5 Soffit
0 00 TCDL:
4.2 psi Bldg
Code: FBC 6th ed 201 Max TC CSI 0.681 Bearings B & H are a rigid surface. BCDL
5 0 psf Load
Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.621 Spacing24.
0 " C&C Dist a: 3.00 ft Rep Factors Used No Max Web CSI: 0.729 Members
not listed have forces less than 375# 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, 18SS VIEW Ver: 17.02 02A.1213.21 B - C 2526 -6332 E -
F 2526 -6334
7185
Lumber
C -
D 2526 - 6332 F - G 2526 - 6334 D -
E 2866 - 7185 G - H 2372 - 5872 Value
Set' 13B (Effective 6/1/2013) Top
chord 2x4 SP 2400f-2.OE 32 2x6 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) Bot
chord 2x4 SP 2400f-2.OE Chords Tens.Comp Chords Tens. Comp Webs
2x4 SP #3 L1
Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: B - N 1 5148 -2055 L - K 6435 - 2578 Lumber
value set "131T" uses design values N - M I 5121 - 2049 K - J 5123 - 2050 approved
1/30/2013 by ALSC M - L 6434 •2577 J - H 5150 - 2056 Loading
Maximum Web Forces Per Ply (Ibs) 1
hip supports 7-0-0 jacks with no webs. Webs' Tens Comp. Webs Tens. Comp Wind
N • C 643 -146 L - F 922 - 354 Wind
loads and reactions based on MWFRS C - M i 1913 -752 F - K 642 -1252 Mtn++
nnurprnrrr M • D 643 -1253 K - G 1912 - 751 H•
ri D-L 924 -355 G-J 645 -147 Sic' .
C No.
7.08 1 at•
S T O ; i ••
d• ,4 c
F
tC •'
COA #
oli NA 0.a`" 01 /
23/2018 WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT••
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses
require extreme care in fa ricating h ndlin9 shI in ins talling_and braclng. ,Refer to and fgllow the latest edition of BCSI (Building Component
Safety Information, by TPI and S CA) tbi safety ractices prior to performing these functions Installers shall provide terhporarrvy bracin
per BCSI., UNess noted olnerwise,top chord shall have properly attached structural sheathing and bottom or shall hav a properly attachd
rigid ceilin .Locations shown for Dermanerlt latgral restraint bf webs shall have bracingjnstalied per BCSIs ections B3, 7 or 810, as
app iCa e. Apply t is to each face of Voss and position as shown above and on the oin etails, unless noted otherwise. Refer, to ALPINE
drawings16OA-Z for standard plate positions. AI
m a division of ITW B itdd11nt CCom ngntS Grpup In shall not be re ponsiple for an deviation from this dr win a y failure to build the rlpcI
nformance
with NSI aPI 1 DO for handtiA shi pm , installat%nand braung y f,trussesA eat on th s dr wPi1 or cover pa e , , 2400 Lake Orange Dr.W
istin
this rawin indica es acce lance of ro essponaq en ineerin responsibgli sole gor the desi n sho gn. The suig bility Suite t50 gdtppIrgt Nt W Ta and
arse of this rawing for any structure is me responsibilit o(the Building DesigiSer per`ANSI/TPI 1 S c.2. For
more inlormabon see This Ob's eneral notes end These web sues: ALPINE: www.at nenw.com; TPI' www. mst.or ; SBCA' www sbcindust wm; ICC: www.icuafe org Orlando FL, 32837
Job Number:, N330090 Ply: 2 SEON: 10242 / T26 / COMN Cusl: R R8975 JRef: 1 W7U89750056
TEEN BUILDER Oly. 1 FROM: JRH DrwNo• 022 18.1024.39869
Truss Label. BIG KM / DF 01/22/2018
2 Complete Trusses Required
5'8'12 10'6" 15.9.4 21`4•
5'6'12 5'17 S1.4 5612
64X4D
21'4'
5'S- 5'3- 5'Y 4'11•
F 1• 5'5• TOT 15'11' 2910"
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 1700 Speed: 150 mph
BCLL: 0.00 Enclosure: Closed
BCDL 1000 Risk Category. II
EXP. C
Des Ld. 47.00 Mean Height: 15.00 it
NCBCLL. 0.00 TCDL: 4.2 psi
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 Any
GCpi: 0.18
Wind Duration 1 60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 20 SP #2 N
Bot chord 2x6 SP 2400f-2.OE
Webs 2x4 SP #3
Lumber value set "13131" uses design values
approved 1/30/2013 by ALSC
Bracing
a) 1X4 03SRB or better continuous lateral restraint
to be equally spaced. Attach with (2) 8d Box or Gun
nails(0.11Yx2 5",min) Restraint material to be
supplied and attached at both ends to a suitable
support by erection contractor
Nailnote
Nail Schedule:0.128"x3" nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 6.25" o.c.
Webs 1 Row @ 4" o.c
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
Lumber Dur Fac =1.25 / Plate Dur.Fac =1.25)
TC: From 78 pit at -1 00 to 78 ph at 1580
TC' From 39 pit at 15.80 to 39 pit at 1847
TC: From 78 pit at 18.47 to 78 pit at 22.33
BC: From 20 pit at 0.00 to 20 pit at 15.80
BC: From 10 pit at 15.80 to 10 pit at 18.47
BC' From 20 pit at 18.47 to 20 pit at 21.33
BC: 3753 lb Conc. Load at 15 80
BC, 1263 lb Conc. Load at 18.47
Snow Criteria (P9,Pf in PSF)
Pg- NA Ct- NA CAT W
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration. NA
Code I Misc Criteria
Bldg Code: FBC 6th.ed
TPI Std: 2014
Rep Factors Used: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.088 H 999 360
VERT(TL): 0.328 H 999 240i
HORZ(LL)- 0.019 H -
HORZ(TL): 0.045 H
Creep Factor: 2.0
Max TC CSI 0.658
Max BC CSI: 0.597
Max Web CSI: 0.838
VIEW Ver: 17.02.02A 1213 21
Wind
Wind loads and reactions based on MWFRS.
i
i
i •
4
co A 4 0'herlpNA1,,a
01 /23/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING'
any
Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 2222 / 466 / - I • / - / 8.0
F 4909 /779 /- I- /- /8.0
Wind reactions based on MWFRS
B Min Erg Width Req = 1.5
F Min Brg Width Req = 2.0
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 401 - 2091 D - E 327 -1863
C - D 328 -1865 E - F 663 - 4470
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - J 1836 - 342 I - H 3909 - 573
J - I 1836 - 343 H - F 3975 - 580
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp Webs Tens. Comp.
D - 1 1416 -173 E - H 2201 - 228
I - E 338 - 2573
INSTALLERS
Dw the latest edlhon of SCSI (Building
1s. Installers shall provide terhporarryy
nd bott2m hord shall hav a pro elr
led per BCI secbons B3, 7 or 10
unless noted otherwise. Refer to
failure to buildthe 4fhe
suitability ALPINEINE
m"
w' v x. 2400
Lake Orange Dr Suite
150 Orlando
FL, 32837
Job Number: N330090 Ply: 1 SEON: 10243 / T25 / COMN Cusl RR8975 JRel: 1W7U89750056
TEEN BUILDER Oly 1 FROM: JLJ DrwNo: 022.18.1024 38683
Truss Label: 82 1 KM / OF 01/22/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL' 17.00
BCLL: 0.00
BCDL: 10.00
Des Ld' 4700
NCBCLL. 10.00
Soffit: 0.00
Load Duration 1 25
Spacing. 24.0 "
101` 15'11` 21'4"
j- 5,5,. S.3.. 5.3. 5.5"
w 04D
21'4"
8' IT4" 21'4`
1
Wind Criteria
Wind Sid ASCE 7.10
Speed: 150 mph
Enclosure: Closed
Risk Category. II
EXP: C
Mean Height: 15.00 fl
TCDL 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a 3 00 it
Loc. from endwall: not in 4.50 it
GCpi 0 18
Wind Duration: 1.60
Lumber
Value Set. 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Sot chord 20 SP #2 N
Webs 20 SP #3
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.
Snow Criteria (P9,P1 in PSF)
Pg: NA Ct NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs' NA
Snow Duration, NA
Code I Misc Criteria
Bldg Code: FBC 6th ed
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT 20(0)/10(0)
Plate Type(s).
WAVE
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.049 1 999 360
VERT(TL): 0186 1 999 240
HORZ(LL): 0.020 H - -
HORZ(TL): 0.049 H
Creep Factor: 2 0
Max TC CSI: 0 375
Max BC CSI: 0.688
Max Web CSI: 0.177
VIEW Ver: 17 02.02A.1213.21
k
E Sic'
0.708 1 '
a; S T O .•
COA #08r w a
01 /23/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
ANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
me care in fabricalina. handlina. shiooina. installing and bracing. Refer to and follow the latest e
any
lion as snown aoove ano on 1r
shall not be responsible for am
ppmg mstallabon and bracing,
onaf en ineering responsib
onsibilit? of the Building Des
es ALPINE wwwalpinedw.com;TPI
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1123 /322 /774 /- /214 /80
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 8 8 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 608 -1765 D - E 570 -1474
C - D 570 -1475 E - F 608 -1764
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Comp. Chords Tens. Comp
B - 1 1511 - 434 H - F 1510 - 460
I - H 1029 - 226
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
C -1 225 - 395 D - H 461 -172
I - D 464 -172 H - E 224 - 395
of
failure to build the
ncoverpaThesuiatility
ALPINE
0"M.IiNrY
2400 Lake Orange Dr.
Suite 150
Orlando FL. 32837
Job Number: N330090 Ply: 1 SEQN: 10244 / T32 / COMN Cusl: R R8975 JRef. 1 W71,189750056
TEEN BUILDER Qly. 3 FROKHMT DrwNo' 022 18.1024 38949
Truss Label. 83 1 1 KM / DF 01/22/2018
Loading Criteria (psf)
TCLL 20.00
TCDL: 1700
BCLL 000
BCDL: 10.00
Des Ld 47.00
NCBCLL: 10 00
Soft: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: li
EXP: C
Mean Height: 15 00 fl
TCDL: 4.2 psf
BCDL' 5 0 psf
MWFRS Parallel Dist' 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 20 SP #2 N
Bot chord 2x6 SP #2 N
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure
5'S" 1018' 15'8" '
i
57 5'
a04
D
10'8"
10'e'
5'
15'8-
Snow Criteria (Pg,Pt in PSF) Deff/CSI Criteria Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W
Pt. NA Ce: NA VERT(LL): 0 018 C 999 360 B 856 / 237 / 628 / - / 169 / 8.0
Lu: NA Cs' NA VERT(TL): 0 086 G 999 240 F 757 / 221 / 466 / - / - / -
Snow Duration- NA HORZ(LL): 0 007 G - Wind reactions based on MWFRS
HORZ(TL): 0.023 G B Min Brg Width Req = 1.5
Code / Misc Criteria Creep Factor. 2.0 F Min Brg Width Req = -
Bldg Code' FBC 6th.ed 201 Max TC CSI' 0 485 Bearing B is a rigid surface
TPI Sid' 2014 Max BC CSI 0 538 Bearing B requires a seat plate.
Rep Factors Used: Yes Max Web CSI: 0.327
Members not listed have forces less than 375#
FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s): Chords Tens.Comp. Chords Tens. Comp
WAVE VIEW Ver: 17 02 02A.1213.21
B - C 430 -1161 D - E 302 - 691
C-D 292 -711
H. .-r0""
0
cE s • ;<
s'. I :.
X0841 v
e
at S T O •
NCID #0 ls AIawmiillL a
01 /23/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - G 985 - 436
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp. Webs Tens. Comp.
C - G 265 - 483 E - F 337 - 744
G - E 619 - 218
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatin h ndlingg, shlapin , installing and bracin . Refer to and follow the latest edition of BCSI BuildinComponentSafetyInformation, b TPI ang S9CA) twr safety e1ractices prior to performing these functions Installers shall provide to porar
9
brace ppper SCSI . Unless noted oY erwise,to chord shall have pro attached structural sheathing and bottorl chord shall hav a roperlattachadrqidceilinLocationssownforDermanentlateralrestraintbfwbsshallhavbracinginsfelledperBCSIsecbonsB3, 7 or B10Y
as app Ica a Apply CtatBs to each face o truss and position as shown a ove and on tpfte win Details, unless not othenvlse. Refer to ALPINEdrawings160A-Z for stantlard plate positions
At in a division of ITW Bl itddl1'ncc CCom n ntS GT up In sh II not be respponsible for anydeviation from this drawin an failure to build thetrussInconformancewithAN51lTPI1, o for handllri slliDpin ,Ins IlatiOn and brawn f trussesA eat on this dr wiXq or Cover page 2400 Lake Orange Or
listing this drawing indicates acceptance of pro) essionar en ineenng responslbility solely or the de si n shoWn. The suiTability Suite
Lake
and use of this drawing for any structure is the responsibilit of the Building Desigrter perANSlffPl 1 S$c.2.150
For more mmwow tormawn seethisob's general notes page end these web sites ALPINE: www al eihw com; TPI , inst or ; SBCA www sbdndus .com ICC• www.i=afe.o Orlando FL, 32837
Job Number: N330090
I Ply: 1 I
SEON• 10245 / T23 / HIPS
I
Cust. R R8975 JRef. 1 W7U89750056
TEEN BUILDER Oly' 1 FROM JRH DrwNo: 022 18 1024 39057
Truss Label: B4 KM / DF 01/22/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL: 17.00
BCLL: 000
BCDL: 1000
Des Ld: 4700
NCBCLL: 10 00
Soffit: 0.00
Load Duration. 1.25
Spacing: 24.0 "
Lumber
12'4" + 16'S" 21'4" 37 4'1" 4'11"
a4X6 a4X4
D E
21'4"
8 5 4" 8
1
8' 13'4" 21'4"
1
Wind Criteria
Wind Sid. ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category, II
EXP• C
Mean Height 15.00 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 It
GCpi. 0.18
Wind Duration: 1.60
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Sol chord 2x4 SP #2 N
Webs 2x4 SP #3
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.
IMPORTANT" FURNISH THIS
Snow Criteria (P9,Pf in PSF)
Fig NA Ct: NA CAT: W
Pf: NA Ce NA
Lu NA Cs. NA
Snow Duration. NA
Code I Misc Criteria
Bldg Code, FBC 6th ed 201
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT.20(0)/l0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL) 0.075 D 999 360
VERT(TL): 0.329 E 999 240
HORZ(LL)' 0.035 D -
HORZ(TL): 0.051 1 - -
Creep Factor. 2.0
Max TC CSI. 0 390
Max BC CSI: 0.682
Max Web CSI: 0.150
VIEW Ver: 17 02.02A.1213.21
GE S
o. 7.08 1 '
S T O
v
COA #0 1., •a
01 /23/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1123 / 323 / 773 / - / 186 / 8.0
G 1123 / 323 / 773 / - / - / 8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.6
G Min Brg Width Req = 1.6
Bearings B & G are a rigid surface.
Bearings B & G 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 674 -1779 E - F 604 -1475
C - D 604 -1475 F - G 674 -1779
D-E 553 -1173
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens Comp.
B - J 1527 - SW I - G 1527 - 526
J-1 1173 -325
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp Webs Tens. Comp.
J - D 393 -121 I - F 222 - 398
E-1 390 -121
ALL CONTRACTORS INCLUDING THE INSTALLERS
t, installing_and bracing _ Refer to and follow the latest edition of
failure to build the
i or cover pa e
n. The sut bility
ALPINE
any
w+mvcowo+r
2400 Lake Orange Dr.
Suite 150
Orlando FL. 32837
Job Number. N330090 Ply 1 SEON, 10246 / T16 / HIPS Cusl: RR8975 JRel: 1VV7U89750056
TEEN BUILDER 01y. 1 FROM, JRH DrwNo. 022.18.1024.39573
Truss Label: B5G KM / DF 01/22/2018
i
7 144 -i 214 i
f 7' T4,. 7'
e8CX8
T2 =
6XD6
1
7'1"12
7'1"12
Loading Criteria (psf) Wind Criteria
TCLL' 20.00 Wind Std ASCE 7-10
TCDL: 17.00 Speed: 150 mph
BCLL: 000 Enclosure: Closed
BCDL. 10.00 Risk Category: II
EXP. C
Des Ld. 47.00 Mean Height 15.00 it
NCBCLL: 0.00 TCDL: 4.2 psf
Soffit 000 BCDL: 5.0 psf
Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3 00 IN
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 T2 2x6 SP SS:
Bot chord 2x4 SP #1
Webs 20 SP #3
Lumber value set "1313" 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 7-0-0 setback with 0-0-0 cant and 0-0-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
21'4"
6'10" 4
14'
7'4"
21'4"
Snow Criteria (Pg.PI in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg. NA Ct: NA CAT NA PP Deflection in loc Udell U# LOCI R / U / Rw / Rh / RL / W
B 2135 / 617 / - I - / - / 8.0Pf• NA Ce, NA VERT(LL): 0.102 H 999 360
Lu: NA Cs NA VERT(TL): 0.395 H 999 240 E 2136 / 617 / - / - / - / 8.0
Snow Duration NA HORZ(LL): 0.042 G - - Wind reactions based on MWFRS
HORZ(TL): 0.101 G
Creep Factor: 2.0
B Min Brg Width Reg = 2.5
E Min Brg Width Reg = 2.5Code / Misc Criteria
Bldg Code FBC 6th.ed 201
TPI Std. 2014
Max TC CSI 0 930
Max BC CSI: 0 890
Bearings B & E are a rigid surface.
Bearings B & E require a seat plate.
Rep Factors Used: No
FT/RT:20(0)/10(0)
Plate Type(s):
Max Web CSI: 0.308
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
I VIEW Ver. 17.02.02A.1213 21 B. Ct 1112 - 3922 D - E 1113 - 3813
WAVE
C - D' 956 - 3479
o, 1
v GE Sic' •. C
0. 7.08 1
o ;• S/ AT O
COAOfua>fONAl.E r•,
01 /232018
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens. Comp
B - H 3419 - 952 G - E 3412 - 953
H - G 3452 - 953
Maximum Web Forces Per Ply (Ibs)
Webs; Tens.Comp Webs Tens. Comp
C - H 802 - 41 G - D 808 -43
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
ANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
me rein fabricatin , handlin shiuupin installing and bracing. , Refer to and follow the latest edition of BCSI (Buildingormation, byy TPIIan SBCA) f i salety Nctices prior to performing these functions. Installers shall provide terhporary
less noted olherwise,top Chord shall have progeny attached structural sheathing and bott2m hord shall have a progeny
Locations shown for ermanent lateral restraaint bf webs shall hav bre8cinqg im4.11ed per BC I sections $3, 87 or 1
Dlates to each face ofatruss and Dosition as shown above and on tt a JoinfDetails, unless notes otherwise. Refer to
any
from this dr winq,a failure to build the
seal on th s drawiXI or cover page
or the des i r c ZhoWn. The sulTabllity
Ora: SBCASBCA• www sbondustry Com. ICC: www iCcsaflCC: www iasaf
ALPINEINE
mrrwcawwx
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N330090
I Ply. 1 I
SEQN• 10247 / T47 / HIPS
I
Cust. R R8975 JRef. 1 W7U89750056
TEEN BUILDER Oly 1 FROM. JRH DrwNo' 022.18 1024.38963
Truss Label: L1G KM / OF 01/222018
fi
Loading Criteria (psq
TCLL: 20.00
TCDL 1700
BCLL: 0.00
BCDL: 1000
Des Ld: 47 00
NCBCLL: 10.00
Soffit: 000
Load Duration: 1.25
Spacing 24 0 "
7' 9' 1 16'
7' 2' 17'
5X5 =
5X8
12 C T2 p
16'
7'3"8 1'6"12 7'1"12
1
7'3"8 8'10"4 16'
1
Wind Criteria
Wind Sid' ASCE 7-10
Speed' 150 mph
Enclosure. Closed
Risk Category: II
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 it
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 2400f-2.OE :T2 2x4 SP #2 N:
Bot chord 2x4 SP 01
Webs 2x4 SP #3
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 76 pit at -1 00 to 76 pit at 7.00
TC. From 38 pit at 7.00 to 38 pit at 9.00
TC. From 76 pit at 9.00 to 76 pit at 17.00
BC: From 20 pit at 0.00 to 20 pit at 7.03
BC: From 10 pit at 7.03 to 10 pit at 8.97
BC: From 20 pit at 8.97 to 20 pit at 16.00
TC: 411 lb Conc. Load at 7 03, 8.97
TC' 97 lb Conc Load at 7 06, 8.94
BC: 586 lb Conc. Load at 7.03, 8.97
Wind
Wind loads and reactions based on MWFRS
Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Uden U# Loc R / U / Rw / Rh / RL
Pf: NA Ce' NA VERT(LL): 0.117 G 999 360 B 1890 / 580 /-
Lu: NA Cs: NA VERT(TL): 0 431 G 688 240 E 1890 / 580 /-
Snow Duration: NA HORZ(LL): 0 040 G - Wind reactions based on MWFRS
HORZ(fL): 0 093 G B Min Brg Width Req = 2.2
Code / Mise Criteria Creep Factor: 2 0 E Min Brg Width Req = 2.2
Bldg Code: FBC 6th.ed 201 Max TC CSI 0 606 Bearings B 8 E are a rigid surface
TPI Std: 2014
R F t U dY Max
BC CSI: 0.921 M
Wa b CSI 0 248 Bearings
B 6 E require a seat plate. T
1
W
80
80
ep
ac ors se . es ax Members
not listed have forces less than 375# FT/
RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate
Type(s): Chords Tens Comp. Chords Tens. Comp. WAVE
VIEW Ver. 17.02.02A.12713 .21 B •
C 1376 - 4578 D • E 1377 •4586 C .
D 1272 - 4348 n •
q r Nl%
vGE Sic •. < 9.
i
o.
7108 1 1t
e S
T O 01 /
23/2018 Maximum
Bot Chord Forces Per Ply (Ibs) Chords
Tens Comp. Chords Tens Comp B -
H 4269 -1267 G - E 4276 -1267 H -
G 4313 -1270 Maximum
Web Forces Per Ply (Ibs) Webs
Tens.Comp. Webs Tens. Comp. C -
H 653 - 44 G - D 610 - 40 WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire
extreme care in fabricating, handling, shrpprn installing•and bracing Refer to and follow the latest edition of BCSI (Building SafetyInformation, by TPI an SBCA) safely ractices prior to perfo ming these functions. Installers shall provide temporary rBCSI. Unless noted oy erwise,top chord shallhaveproperty attache structural sheathing8and bpo112rr1 chsr c hallhave av B7properlynid cerlingLocationsshownforermanentlatralrestntfwebssallhavebracininsIlederBCSIeB0ae._ AQpTyplatestoeachfaceopitrussandpositionasshownaboveandontheointgDeta,ls, unless noted otherwse. Refer to a division
of ri Pi
1, or for ii acceptance any
structure
his drewinga
failure to build the on th,drwXgorcoverpageLedesIgnshown.
The suitability www sbundus com,
iCC. wwwiCC. www ALPINE NENrnvcowrx
2400Lake
Orange
Dr. Suite 150 Orlando
FL, 32837
Job Number: N330090 Ply: 1 SEON. 10248 %! T18 / COMN Cusl R R8975 JRef. 1 W7U89750056
TEEN BUILDER Oly 2 FROM JJP DrwNo. 022 18 1024.39074
Tryss Label: Cl KM / OF 01/22/2018
I
77• 14'4"
f 7,2., 77 I
2
7'2'
7.2..
III(A4
14'4" i
2X4(A1)
7'2"
14'4"
1
Loading Criteria (psn Wind Criteria Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria A'Maximum Reactions (Ibs)
TCLL: 2000 Wind Std: ASCE 7-10 Pg. NA Ct: NA CAT.NA PP Deflection in loc Uden U# Loc R / U / Rw / Rh / RL / W
A! 698 / 191 / 453 / - / 142 / - TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL) 0.016 E 999 360
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL) 0.062 E 999 240 Cl 785 / 223 / 540 / - / - 14.0
BCDL. 10.00 Risk Category: II Snow Duration: NA HORZ(LL). 0.010 E - - Wind reactions based on MWFRS
Des Ld. 47.00
EXP: C HORZ . 0.023 ETL) A' Min Br Width Reg q = -
Code I Misc CriteriaNCBCLL10.00
Mean Height 21.95 tt
Creep Factor: 2.0 C 1 Min Brg Width Req = 1.5
Soffit: 0.00
TCDL: 4.2 psi
Bldg Code FBC 6th ed 201 Max TC CSI: 0.702 Bearing C is a rigid surface.
BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist. h/2 to h TPI Std. 2014 Max BC CSI 0.744
Members not listed have forces less than 375#
Spacing: 24 0 " C&C Dist a 3.00 it Rep Factors Used, Yes Max Web CSI: 0.128
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)
VIEW Ver: 17.02 02A.1213 21 A - B 45 -992 B - C 434 - 995WindDuration: 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 "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
J:••'GE Sir •. C
0.7,08 1
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens. Comp
A -'E 797 - 268 E - C 797 .268
SAT
COA'AIi, TONAL N •°'
01/231
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re wire extreme care in fabricatin , handling9 shin in installin and bracin ..Refer to and i Ilow the la est edition of SCSI BuildinComponentSafetyInformation, by TPI an SBCA) TOi saleti ractices prior to performing these functions. Installers shall provide temporary _
bradn Der BCSI.• Unless noted o erwise,to chord shall have roPerN attached structural sheathing and bolt2m ord hall have a ropeattachdnqidceillnLocationsshownforermanentlatgralrestraint5fwbsshallhavbraadnins[lie d pgr BC I sect
hall Q3, B7 or 810, as app ica a App y plates to each face o truss and position as shown a ove and on the Joint9DeI its, un ess noted otherwise. I (tefer to
A L IPNEdrawings160A-Z for standard plate positions.
Alpine, a division of ITW B1ritddl1n CCompon ntS Gro uep Inc shall not be responsible for any deviation from this drewin any failure to build the .nmvCo+rar
truss in of4rmanu with ANSI PI 1, or or handlirf shipping, installation and brawny of trussesA eal on thi; dr wirl or cover p#9e • • 2400 Lake Orange Dr. listin this Srrawinq indicates acceptance of proTessionaf en ine ring responsibility solel r or the desi n sho n. The Isurtabrhty Suite t 50and se o this Sawing for any structure Is a responsibilit of file Building Desig er pe ANSIlTPI 1 S c.2.
For more inlormaGon see This b's enerel notes a end iilese weD sues ALPINE www.al ' elnv.wm; TPP www.t Inst or SBCA• www sbdndusi win, ICC: www.ltrsale org Orlando FL, 32837
Job Number. N330090
I Ply: 1 I
SEON 10249 / T14 / HIPS
I
Cusl: RR8975 JRef. 1W7U89750056
TEEN BUILDER Oly 1 FROM: JJP DiwNo' 022 18 1024.39619
Truss Label: C2 KM / DF 01/22/2018
2
6'6" 7'10" 14'4"
6'6" 1'4" 6'6"
a4X6 zZ06
B C
nhn=2X4(A1)
14'4"
6'9"8 7'6"8
6'9"8 14'4"
1
Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria
TCLL 20.00 Wind Std, ASCE 7-10 Pg NA Ct: NA CAT: NA PP Deflection in loc Udell U#
TCDL, 1700 Speed. 150 mph Pf: NA Ce- NA VERT(LL). -0.015 F 999 360
BCLL. 000 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0 052 F 999 240
BCDL: 10.00 Risk Category II Snow Duration: NA HORZ(LL)- -0.009 F -
Des Ld. 47.00
EXP:C
Mean Height. 21.78 It
HORZ 0 020 F - -
NCBCLL. 10.00 TCDL: 4.2 psf
Code / Misc CriteriaCode Creep Factor: 2.0
Soffit: 0.00 BCDL: 5.0 psi Bldg Code FBC 6th.ed 201 Max TC CSI 0 617
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std, 2014 Max BC CSI. 0.742
Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.080
Loc. from endwall: not in 9.00 fl FT/RT.20(0)/10(0)
GCpi: 0.18 Plate Type(s),
VIEW Ver 17.02 02A 1213 21WindDuration1.60 WAVE
Lumber
Value Set. 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 20 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
o. 708 1 '
ot• SAT O :
0Fs •....,..••
Nv0 COA5'ft UNAL _N., O
1 /23/2018 WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 1 on
any
Maximum
Reactions fibs) Lot
R /U /Rw /Rh /RL /W A
698 / 280 / 454 / - / 131 / - D
785 / 326 / 541 / • / • 140 Wind
reactions based on MWFRS A
Min Brg Width Req = . D
Min Brg Width Req = 1.5 Bearing
D 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 478 -1011 C - D 464 - 987 B -
C 498 - 826 Maximum
Bot Chord Forces Per Ply (Ibs) Chords
Tens.Comp. Chords Tens. Comp. A -
F 817 - 292 F - D 793 - 301 INSTALLERS
ow
the latest edition of BCSI (Building 1s
Installers shall provideltemporarryy nd
bottomr hord shall hav a proLp erl ledprBGIseclionsB3, 7 or B10Y Refers, unless noted otherwise to ALPINE
n
this drawi77ligg apX failure to build the alonthistlr0wlrlgorcove pa e , minwo
r Lake
2400LakeOrange Dr rthedesinshown. The sultability SIfTPI
1 S$c.2.150 SuiteSBCA.
www sbrindusuy com. ICC: www iccsare oro Orlando FL, 32837
Job Number: N330090 Ply: 1 I
SEON. 10250 / T10 / SPEC
I
Cust R R8975 JRef: 1 W7U89750056
TEEN BUILDER Oly 1 FROM: JJP DrwNo: 022.18 1024 38808
Truss Label: C3 KM / DF 01/22/2018
4.6 7.2" 8'6" 14'4" i
4'6" "
1 2.8" '1
1.4" '
4X4
D
14'4"
4'9"8 3'6"12 5'l 1"12
I" 4'9"8 '." 84"4 14-4- _
i _ 1'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Fl in PSF) DeflICSI Criteria Maximum Reactions (Ibs)
TCLL: 2000 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT NA PP Deflection in loc Udefl U# Locl R / U / Rw / Rh / RL / W
TCDL: 1700 Speed, 150 mph PC NA Ce: NA VERT(LL) 0.022 C 999 360 A 699 / 277 / 450 / - 1119 / 4.0
BCLL 000 Enclosure, Closed Lu NA Cs: NA VERT(TL) 0.084 C 999 240 E 784 / 321 / 538 I - / • / 4.0
BCDL: 1000 Risk Category: II Snow Duration. NA HORZ(LL). 0.009 G - Wind reactions based on MWFRS
EXP: C HORZ L . 0.021 G A Min Br Width Re 1.5DesLd. 47.00 Mean Height: 21 62 fl )
g q
g Code I Misc Criteria CreepFactor: 2.0 E Min Big Width Req = 1.5
Noffit: 10.00 TCDL 4 2 psf Bearings A & E are a rigid surface.
Soffit: 000 BCDL 5.0 psi Bldg Code: FBC 6th ed 201 Max TC CSI: 0.450 g 9
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.451
Spacing 24.0 " C&C Dist a- 3.00 0 Rep Factors Used: Yes Max Web CSI 0 182
Maximum op Chord Forces
s not listed have sless than 5# Per
Ply (I s Loc.
from endwall: not in 4.50 it FT/RT:20(0)/10(0) Chords Tens.Comp Chords Tens Comp. GCpi:
0.18 Plate Type(s)- Wind
Duration: 1.60 WAVE VIEW Ver: 17.02.02A.1213.21 A - B: 614 -1106 C - D 596 •938 Lumber
B -
C, 607 -949 D - E 560 .1031 Value
Set 138 (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top
chord 2x4 SP #2 N Chords Tens Comp Chords Tens Comp. Bot
chord 20 SP #2 N Webs
2x4 SP #3 A - H 928 -456 G - E 842 -393 Lumber
value set "1313" uses design values H - G ; 1044 - 524 approved
1/30/2013 by ALSC Maximum
Web Forces Per Ply (Ibs) Wind
Webs Tens.Comp Webs Tens. Comp Wind
loads based on MWFRS with additional C&C member
design C - G 293 •390 G - D 476 268 ptl+
annrpgrn i
Z
0.7108 1 e
SAT
O f F
COA
Lj.0NA'L!r.,vP1""
S01 r1/
23/2018 WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses
require extreme care in fabricating h ndlin99 shinping tailing and bracing. , Refer to and follow the latest edition of BCSI (Building Component
Safety Information, by TPI and S CA) rot sa%ty practices prior to performing these functions. Installers shall provide temporary bracin
Der SCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom Nord shall hav a proper attach
ti rigqid cellin Locations shown for ermanent lateral restraint bf webs shall have br8cin9 installed p r BCI sections 3, 7 or B10, as
appicabte. App y Places to each face, ot°truss and position as shown above and on the Join`Details, unFfess noted otherwise. Refer to drawings
160A-Z for standard plate positions.ALPINE Alpin
a division of ITW BuitddlncQtCCom onQntSS Grppuuu In shall not be responsible for an deviation from this drawin a (allure to build the 1nQssinnformancewithPN11rfPl1orforhandnrfSLshipptnSl, insl llatidn and bracing of trussesA eat on this dr wiiXq or cover pagqe , , 2400 Lake Orange Dr. listinthisdrawingindicatesacceptanceofproTessronarensneeringresonsfbilittvsoleNlv or tthe desi n shown. The s.iAbili aSuite
t50 nd useofthisgiawingforanystructureisperesponsibilitoftheBuildingDesigrSerpefANSlffPl15$c.2. For more
mlormabon see this'ob's eneral notes a e and these web sites: ALPINE www.al nedw coin. TPI www 1 nsl.o, ; SBCA www sbundust .win• ICC www iCCsaf9 org Orlando FL, 32837
Job Number: N330090 Ply. 1 SEON 10251 / T9 / HIPS
I
Cust. R R8975 JRef* 1 W7U89750056
TEEN BUILDER Oty 1 FROM JRH DrwNo. 022 18 1024 39683
Truos Label: C4G KM / DF 01/22/2018
o -
N M
1 1=
Loading Criteria (psf)
TCLL- 2000
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 "
2'6" 57' 1 7'8" 1 9'4" 1 14'4" 1
2'6" 2,8„ 12'6" 11181, 15'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: II
EXP C
Mean Height: 21.41 ft
TCDL 4 2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a* 3.00 it
Loc. from endwall: not in 4.50 ff
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 20 SP #1
Webs 2x4 SP #3
Lumber value set "'I 3B" uses design values
approved 1/30/2013 by ALSC
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 78 pIf at -1.00 to 78 pIf at 15.33
BC: From 20 plf at 0.00 to 20 pIf at 1433
TC: 150 lb Conic. Load at 2.55
TC: 438 lb Conic. Load at 7.70, 9.30
BC: 68 lb Conic. Load at 2.55
BC: 191 lb Conic. Load at 7.70, 9.30
Wind
Wind loads and reactions based on MWFRS.
4'10"8
7'8"
Snow Criteria (Pg,Pf in PSF)
Fig, 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
4X6 =4X6
E F
14'4"
1'6"4
9'2"4
DeB/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL)' -0.102 J 999 360
VERT(TL)- 0.383 J 713 240
HORZ(LL). -0.027 1 -
HORZ(TL). 0.061 1
Creep Factor 2 0
Max TC CSI: 0.563
Max BC CSI- 0.933
Max Web CSI. 0.363
VIEW Ver: 17.02.02A.1213.21
o6w
3 J••'GE Sic •. <
ti
y :
0. 7108 1
T
1
5111,12
14'4"
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1471 /751 /- /- /- 140
G 1567 /835 /- /- /- /4.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.7
G Min Brig Width Req = 1.8
Bearings B 8 G are a ngid surface
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens Comp
B - C 1294 - 2572 E - F 1343 - 2444
C - D 1232 - 2435 F - G 1527 - 2790
D - E 1534 - 2788
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - K 2241 -1124 J - 1 2444 - 1343
K - J 3807 - 2046 I - G 2419 -1316
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp. Webs Tens. Comp.
C - K 884 -492 E - J 814 - 633
K - D 928 -1564 I - F 570 -468
D - J 793 -1536
jA 7 4 v •LQ._
IFS •....,
w,brMpuw,t.N
01232018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabncatin, handlingg, shippin installing and bracin/q Refer to and follow the latest edition of BCSI (Buildin
Component Safety Information, by TPI an BCA) fbr safety radices prior to perfo ming these functions. Installers shall provide terhporarrYYgg
bracin Der SCSI. Unless noted oThenvise,to chord shall have ro erN attached structural sheathing and bottom Chord hall iav ro erlyattachdngidceilm . Locations shown for ermanent lateral restra nit bf webs shall hav bracing mslalled p r BGI sections g3, or 100
as app iCa e. App y pplatees to each face o truss and position as shown above and on toe JoinfDetails, un ess noted otherwise. Refer to
ALPINEdrawings160A-Z for slanuard plate positions.
Alpine, a division of ITW Btlitddl1'ng CCompon nits Grpuu Inc.,shpll not be respponsible for any deviation from this dr win%,a failure to build the w,wco
tNfss in conformance with ANSI/TP1 1, or or handIII C shippin?, inst liatidn and bracing of irussesA eal on th s drawiitp or over page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionaf en neering responsibilitNy sole )vv for tthe design shown. he suitability Suite 150andarseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrferpeNNSIIfPI15ec.2.
For more information see this jobs general notes page and these web saes. ALPINE: www.al meow com; TPI: www.t inst or , SBCA. www.sbandus .com• ICC: www.imsale Orlando FL. 32837
Job Number: N330090
I Ply: 1 I
SEON: 10252 / T11 / EJAC
I
Cust. R R8975 JRef. 1 W7U89750056
TEEN BUILDER Oly. 1 FROM. JRH' DrwNo: 022.18.1024 39338
Truss Label: MG1
1
KM / DF 01/22/2018
Loading Criteria (psr)
TCLL: 20.00
TCDL. 17.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 47.00
NCBCLL: 1000
Soffit. 0.00
Load Duration, 1 25
Spacing: 24.0 "
T
Wind Criteria
Wind Std: ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height. 22.16 It
TCDL 4.2 psf
BCDL. 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 R
Loc from endwall Any
GCpi: 0.18
Wind Duration 1.60
Lumber
Value Set 138 (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x6 SP 2400f-2 OE
Webs 20 SP #3
Lumber value set "138" 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 0 00 to 78 pit at 7.00
BC: From 10 plf at 0.00 to 10 plf at 7.00
BC: 698 lb Conc Load at 2.06, 4.06, 6.06
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
7'
4'4"4 27"l 2
4'4"4 7'
Snow Criteria (Pg,Pf in PSF)
Fig, NA Ct: NA CAT: NI
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code. FBC 61h ed 201
TPI Std: 2014
Rep Factors Used Yes
FT/RT:20(0)/10(0)
Plate Type(s).
WAVE
Deft/CSI Criteria I
PP Deflection in loc Udefl U# I
VERT(LL) -0.020 D 999 360
Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
A 1212 / 476 / - / - / - / 4.0
VERT(TL) 0 072 D 999 240 C 1498 / 512 / - / - / - / -
HORZ(LL). -0.010 D Wind reactions based on MWFRS
HORZ(TL). 0.022 D A Min Brg Width Req = 1 5
Creep Factor: 2.0 C Min Brg Width Req = -
Max TC CSI: 0.958 Bearing A is a rigid surface:.
Max BC CSI, 0 516
Max Web CSI: 0.744
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
VIEW Ver: 17.02 02A 1213 21 J A - B 530 .1467
01 /23/2018
Maximum Bot Chord Forces Per Ply fibs)
Chords Tens Comp
IA - D 1208 -403
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp Webs Tens. Comp.
D - B 1954 •645 B - C 453 -1169
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
TrusP s require extreme care in fa¢iricatin, handlingg ships installing and bracin/q Refer to and follow the latest edition of SCSI (BuildingComovenSateInformation, by TPI an BCA fbr safe Dractices prior to perfobracing. these functions Installer shall provide terhporary
brawn uegBCSI., Unless noted olherMse;top chord shall have property attached structural sheathing and bgQm gored shall have a prose lr_yattachorilslidceillnLoa3tionsshnforermanentlateralrestraintelwebsshallhavgbran` installed p r BC I sd ctions 133, B7 or B1lrasapuiqe. Apploy Dtates to ach tace o truss and position as shown above and on the oin Details, un ess note otherwise. Refer to
ALPINEdrawings160A-Z for standard pPfate positions.
Alpine, a division of ITW BU1ild11'nlgCComponents Grpyp InC.,shall not be responslple for any deviation from this drawin ,an failure to build the N,.,wCe
truss in nformance with ANSI/7PI 1, or for handllAq shlDpinq, Installatl0n and braano of trussesA eat on this dr wiXg or cover pa a 2400 Lake Orange Dr. listin this drawin indicates acceptance of proTessionar en in enng res onslbility sole v or the desi n shown. The suitabilianduseofthis iawing for any structure is F e responsibilit o the Building DesiglSer perANSlfrPl 1 S c.2.
ry Suite 150
For more mlormaiion see this ob's nerel notes a e and These web sites ALPINE www.al ine hv.com; TPI: www. 'nat or ;SBCA: www.sbdndus com; ICC www iccsafe.org Orlando FL. 32837
Job Number: N330090 Ply: 1 SEON. 10253 / T44 / VAL Cust. RR8975 JRef: 1W71.189750056
TEEN BUILDER Oty. 1 FROM- JRH DrwNo. 022 18.1024 39588
Truss Label: MV6 KM / DF 01122/2018
1112X4
B
or
5'11"8
5'11"8
5'11"8
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
TCLL 2000 Wind Std: ASCE 7-10 Pg. NA Cl, NA CAT, NA PP Deflection in loc Udefl U#
TCDL: 1700 Speed: 150 mph Pf NA Ce. NA VERT(LL): NA
BCLL 000 Enclosure: Closed Lu: NA Cs. NA VERT(R): NA
BCDL: 10.00 Risk Category: II Snow Duration. NA HORZ(LL)- 0.011 C
Des Ld. 47.00
EXP: C HORZ(fL): 0.026 C
Code I Misc CriteriaNCBCLL. 10.00
Mean Height 22 56 ft
Creep Factor, 2.0
Soffit: 0.00
TCDL: 4.2 psi
BCDL 5 0 psi Bldg Code: FBC 6th ed 201 Max TC CSI. 0 572
Load Duration: 1.25 MWFRS Parallel Dist h/2 to h TPI Sid, 2014 Max BC CSI- 0.496
Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used Yes Max Web CSI. 0.209
Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0)
GCpi: 0 18 Plate Type(s):
VIEW Ver• 17 02.02A.1213.21WindDuration. 1.60 WAVE
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bol chord 2x4 SP #2 N
Webs 2x4 SP #3
Lumber value set " 13B" uses design values
approved 1 /30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design
Right end vertical not exposed to wind pressure.
Additional Notes
Valley truss connection to truss below shall be
designed and furnished by others
IMPORTANT" FURNISH THIS
1
any
ALL
0. 708 1
o S T O •
eF
Noz 1
F
co
I/bMIM11rd
01 /23/2018
A Maximum Reactions (lbs), or'=PLF
Loc R /U /Rw /Rh /RL /W
D( 98 /24 /69 /- 116 /715
Wind reactions based on MWFRS
DI Min Brg Width Req = -
Bearing A is a rigid surface
Members not listed have forces less than 375#
IING THE INSTALLERS
to and follow the latest edition of BCSI (Building
se functions Installers shall provide te9porary
athing and bottomr hord shall hav al proper
an Installed p r BCI se lions $3, 7• or B10inDetails, unless noteC otherwise. f?efer to
viation from this drawing an failure to build the
usseSA Seal on thiss drawiXq or cover pagqe
solely /NSthe design shown. The suitability
wAoinst orn. SBCA www.sbandustry tom. ICC: www.iccsaf
ALPINENE
M"Cowu+r
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number. N330090
I Ply 1 I
SEON: 10254 / T43 / VAL
I
Cust. R R8975 JRe1. 1 W7U89750056
TEEN BUILDER Oly' 1 FROM, JRH DrwNo: 022.18 1024 39323
Truss Label: MV4 KM / DF 01/22/2018
074
1112X4
12 B
3'11"8
3' 11 "8
3'11"8
T
1
Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,PI in PSF) DeflICSI Criteria Maximum Reactions (Ibs), or •=PLF
TCLL: 2000 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell LI# Loc R / U / Rw / Rh I RL / W
D' / 22 / 67 / • / 15 / 47 5TCDL: 17.00 Speed: 150 mph Pf NA Ce: NA VERT( LL): NA
BCLL: 0.00 Enclosure: Closed Lu. NA Cs NA VERTL R): NA 97
Wind
reactions based on MWFRS BCDL:
10.00 Risk Category: II ise9rySnow Duration. NA HORZ(LL): 0 003 C D Min Big Width Req = - Des
Ld: 47.00 EXP:
C HORZ : 0. TL) 007 C Bearing A Is a rigid tdsurface. 9Code
I Misc Criteria NCBCLL: 1000 R
MeanHeight: 23 06 TCDL
4.2 psi Creep Factor: 2.0 Soffit:
0.00 BCDL. 5 0 listBldg Code: FBC 6th.ed 201 Max TC CSI: 0.231 Members not listed have forces less than 375# Load
Duration 1 25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.184 Spacing:
24.0 " C&C Dist a: 3 00 it Rep Factors Used: Yes Max Web CSI 0.087 Loc
from endwall. not in 9 00 it FT/RT'20(0)/10(0) GCpi:
0 18 Plate Type(s) VIEW
Ver: 17.02.02A.1213.21 WindDuration: 1.60 WAVE Value
Set: 13B (Effective 6/1/2013) Top
chord 20 SP #2 N Bot
chord 2x4 SP #2 N Webs
2x4 SP #3 Lumber
value set "13B" 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. H ""
k o.
708 1 4.
co
ONAL 4000rmnw*
1''a 01 /
23/2018 WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire
extreme care in fabdeatinq_handlinq, shipping, installing; and bracing Refer to and follow the latest edition of per
BGSI.; unless noted Olhervase,top Chdrd Shall have properly attached structural sheathing and bottom Chord shall have a properly d
rig Id cetling Locations shown for ermanent lateral restraint bf w bs shall hay breecinaa inslalled p r BCI sections 83, 87 or 810, icable.
Ap Ty lat s to each face of truss and position as shown a ove and on tfie JoinfDetails, unless noted otherwise Refer to Is
t60A-Z tgr stantlard plate positions. ALPINE a
division of ITW B IIdd11'n2qCComonsnts GrVUD Inc shall n t be re GGonsible for an deviation from this drawing an failure to build the mrrwc cpnfrmancewith NSUtPI 1 or for hanollrfq shiDpinq, inslallatibn and bracing of tlussesA seal on this drawiXg or cover page 240o Lake Orange Dr. thisrawin indi ye acceptance of proTessionaf en ineerinq responsibility solely for the desf n shown. The suiCabillty Suite t50 eothiscawingoranystructureistheresponsibilitoftheBuildingDesigerpeANSIlTPI1S$c.2. mlamaUon
see this' b's eneral notes a and these web sites ALPINE www al ineitw com, TPI www.t msl a , SBCA www.sbund st com; ICC www rccsele.a Orlando FL, 32837
Job Number: N330090 Ply 1 SEON 10255 / T42 / VAL Cust: RR8975 JRef 1W7U89750056
TEEN BUILDER Oty: 1 FROM. JJP DrwNo: 022.18.1024.39463
Truss Label. MV2 KM / OF 01/22/2018
12
6 F 7' III2X46
4X4(D1)
A
1
0M _L
CD
1112X4(**)
i
r'
1'11"8
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std ASCE 7-10
TCDL. 17.00 Speed: 150 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP: C
Des Ld. 47.00 Mean Height. 23 56 ft
NCBCLL: 10.00 TCDL 4 2 psf
Soffit: 000 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: 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 20 SP #2 N
Webs 2x4 SP #3
Lumber value set " 13B" uses design values
approved 1/30/2013 by ALSC
Plating Notes
1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
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.
Snow Criteria ft,Pf in PSF)
Pg: NA Ct' NA CAT: NE
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration- NA
Code / Misc Criteria
Bldg Code. FBC 61h ed
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL). NA
VERT(TL). NA
HORZ(LL)' -0 000 C
HORZ(TL): 0.001 C
Creep Factor: 2.0
Max TC CSI: 0 040
Max BC CSI 0 043
Max Web CSI. 0.021
VIEW Ver 17 02 02A.1213.21
A Maximum Reactions (Ibs), or'=PLF
Loc R /U /Rw /Rh /RL /W
i
D' 97 / 27 160 / - / 17 / 23 5
Wind reactions based on MWFRS
b Min Erg Width Req = -
bearing A is a rigid surface.
Members not listed have forces less than 375#
01 /23/2018
WARNING^ READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extreme care in fabricatin hh ndlin99 shiippin in%alling.and bracin Refer to and follow the latest edition of SCSI (BuildingSaEeryInformation, by TPI an'S CA)1br sa ety 0faclices prior to perfo ming these functions. Installers shall provide temporary
BGSI Unless noted olherMse,top chord shall have pro attached structural sheathln9 and bottom hord shall haveia pro[erly
id ceAlin . ocatlons shown for ermanent lateral restrelnt bf webs shall hay bracing installed pfr BC I sections 3, B7 or 810
e _ Apply p ates to each face o truss and position as shown above and on ile o1n Details, un ess noted otherwise Refer to
of
n vi 1, or for n; cacceptance
any sructure i
mal notes Pape and
not be responsible for
TPI'
his drjiwina,an failure tojbuild the
on thre dr3wiXq or cpver page
Le design shown. The I sui[ability
ALPINENE
MITWO awry
2400 Lake Orange Dr
Suite 150
Orlando FL, 32837
Job Number: N330090 Ply: 2 SEON. 10256 / T13 / FLAT Cusl• RR8975 JRel: 1W7U89750056
TEEN BUILDER Oly. 1 FROM. JRH DrwNo, 022.18.1024.38839
Truss Label: FGt KM / OF 01/22/2018
2 Complete Trusses Required
Loading Criteria (psr)
TCLL: 40.00
TCDL 1000
BCLL: 0.00
BCDL' 5.00
Des Ld: 55 00
NCBCLL: 0.00
Soffit: 200
Load Duration 1 00
Spacing 24 0 "
5' 3'2"10 1 5'10"15 1 818"11 10'8"6 12'10" 13i3"
5" 2'9"10 2'8" 6 2'9" 2 2'0"6 2'1"10 5"
4X10 =5X8 1112X4 III2X4 =5X8 =5X10
A B C D E F
1113X6
LUG IV =on le =9n IV =VA rC 1114X6
13'3"
2'9" 2 2'9"10 1 3'4"10 1 2'3"10 1 2'0"2
2'9" 2 15'6" 11 18111"5 11'2"14
1
13'3"
Wind Criteria
Wind Sid: NA
Speed. NA mph
Enclosure: NA
Category NA
EXP' NA
Mean Height: NA it
TCDL NA psi
BCDL NA psf
MWFRS Parallel Dist: NA
C&C Dist a- NA it
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP 24001-2 OE
Bot chord 2x6 SP 2400f-2.OE
Webs 2x4 SP #3 W2, W9 2x4 SP 2400f-2 OE:
W4, W7 2x4 SP #2 N.
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Nailnote
Nail Schedule:0.128"xY nails
Top Chord: 1 Row @ 2 50" o.c.
Sot Chord: 1 Row @ 5.25" o.c.
Webs , 1 Row @ 4" o.c
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC From 100 plf at 0.00 to 100 pit at 1325
BC: From 10 pit at 0.00 to 10 pif at 13.25
TC. 825 lb Conc. Load at 0.17, 2.19, 4 19, 6.19
8 19,10.19,12.04
BC 789 lb Conc. Load at 6 54, 8 54,10.69
BC 671 lb Conc Load at 12 69
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Snow Criteria (Pg,Pt in PSF)
Pg' NA Ct: NA CAT N1
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: No
FT/RT.20(0)/10(0)
Plate Type(s),
WAVE
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): 0.188 C 846 360
VERT(fL): 0.329 C 615 240
HORZ(LL). 0.038 A -
HORZ(TL): 0.052 A
Creep Factor 2.0
Max TC CSI 0.655
Max BC CSI. 0.736
Max Web CSI: 0.785
VIEW Ver. 17.02.02A.1213.21
H -y
j5,•'C E
4po 4fi •.
o. 708 1
01 /23/2018
11 V it-Q'
A
NAI.
G
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
L 4678 /- /- /- /- /4.0
M 5592 /- I- /- /- /6.2
L Min Brg Width Req = 1.9
M Min Brg Width Req = 2.3
Bearings L 8 M 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
A- B 0 -3925 D- E 0- 6173
B- C 0 -6168 E- F 0- 3903
C - D 0 -6243
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Comp Chords Tens. Comp.
K- J 4325 0 I- H 4335 0
J - 1 6243 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp Webs Tens Comp
A- L 0- 2259 D- I 0 - 672
A- K 4265 0 1- E 2371 0
K-B 0-1789 E-H 0 -1932
B- J 2472 0 H- F 4476 0
J- C 0 -655 F- G 0- 2467
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fa¢ricatin, handlingg, shiopin ia nstalling,and braung. , Refer to and ipllow the lasest edit(on of SCSI (BuildingtSafetyInformation, by PI an SBCA) ibr saffety ctsrhpSCSI..Unless noted oerwiseop chord shall havproPerN attached sUuGural sheathing anddceilin .Locationshown fDermanenl latt;ralsiramt 6f webs shall have br8cjn installed p r BCI sections 83, 87 or t 0Y
App y places to each face of truss and position as shown above and on the Jointi Detalls, unless noteu otherwise. Refer to
60A•Z for standard plate positions.
of failure to build the
1 or over paAbilityn. the Sul bility
ALPINE
I ri 1, or ror r
acceptance
any structure
www aipineitw con; TPI www tpinst pg. SBCA' www
W+ cOMMUN
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N330090
TEEN BUILDER
Truss Label: FG2
Ply- 2
Oly. 1
SEON: 10257 /1 T33 / FLAT
FROM* JJP iI 11
Cust RR8975 JReI: 1W71.189750056
DnvNo: 022.18 1024.39183
KM / DF 01/22/2018
2 Complete Trusses Required
51" 8'7"11 I 13'10"8
3'6" 11 i 52"13
I
III2X4 = 4X4 III2X4 4X4
T
2
1
1
8'9"12
5'2"12 3'6" 11
5712 8'9" 7
Loading Criteria (psi) Wind Criteria
TCLL: 40.00 Wind Std: ASCE 7-10
TCDL. 1000 Speed: 150 mph
BCLL 000 Enclosure: Closed
BCDL- 500 Risk Category: II
EXP: C
Des Ld. 55.00DesLd.: 55.0 Mean Height. 15 00 It
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 It
Loc from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x6 SP #2 N
Webs 20 SP #3
Lumber value set " 13B" uses design values
approved 1/3012013 by ALSC Nailnote Nail
Schedule:
0.128"x3" nails Top Chord
1 Row @ 6 25" o c Sot Chord:
1 Row @12.00" o.c Webs 1
Row @ 4" o.c Use equal
spacing between rows and stagger nails in each
row to avoid splitting. Special Loads
Lumber Dur
Fac =1.00 / Plate Dur Fac =1.00) TC: From
100 plf at 0.00 to 100 plf at 8.48 TC' From
180 plf at 8.48 to 180 plf at 8.50 TC: From
100 plf at 8.50 to 100 plf at 11.33 TC From
390 plf at 11 33 to 390 plf at 13.88 BC: From
10 plf at 0.00 to 10 plf at 1388 BC: 1096
lb Conc. Load at 11.33 Purlins The
TC
of this truss shall be braced with attached spans at
24" oc in lieu of structural sheathing. Wind Wind
loads
based on MWFRS 4X4 5'
0"
12 -i 5'1"
1 13'10"
8 Snow Criteria (
P9.PI in PSF) Defl/CSI Criteria jL Maximum Reactions (Ibs) Pg: NA
Ct: NA CAT, NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf. NA
Ce: NA VERT(I-Q: 0.020 G 999 360 H 501 / 196 / 152 / • / - / 5 7 Lu: NA
Cs: NA VERT(TL): 0.093 G 999 240 F 1740 / 392 / 187 / • / - / 8.0 Snow Duration:
NA HORZ(LL): 0.004 A - - E 1227 / 146 / 247- HORZ(TL):
0 011 A Wind reactions based on MWFRS Code / Misc
Criteria Creep Factor 2.0 A Min Brg Width Req = 1.5 Bldg Code:
FBC 6th.ed 201 Max TC CSI. 0 885 F Min Brg Width Req = 1.5 TPI Std:
2014 Max BC CSI: 0 978 E Min Brg Width Req = - Rep Factors
Used. Yes Max Web CSI. 0.222 Bearings H & F are a rigid surface Bearings H &
F require a seat plate. FT/RT
20(0)/10(0) Plate Type(
s): Members not listed have forces less than 375# WAVE VIEW
Ver 17 02 02A.1213.21 Maximum Web Forces Per Ply (Ibs) Additional Notes
Webs Tens Comp. Webs Tens. Comp. Truss must
be installed as shown with top chord up. C - F 153 •406 D • E 109 - 392 01 /23/
2018 WARNING" READ
AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH
THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require
extreme care in fagricatin h ndlin shlipping installing.and bracing Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by PI and'SE CA) f r sa ety practices prior to perfo ming these functions Installers shall provide temporary _ bracin er
BCSI., Unless noted olnerwise,top chord shall have prouperlry ariached structural sheathingg and boriorr2 4hord shall have a properl attach riidCeilinLocationsshownforermanentlateralrestr3lnlOIwebsshallhaybruninsl@fledprBC51sectionsB3, B7 or B10y as appllple.
Appploy Plates to ach face. ofptruss and position as shown above and on tpfte ointi9Details, unless noted otherwise Refer to ALPINE drawing$
160A-Z I standard plate positions. I Alpine, a
division of ITW BUitdd1'ncQ CComponQntS Gropu InC shall not be re;ponsible for any deviation from this dr win arty failure to build the µ„we truss inofqrmancewithON1UfPl1, or for handliri shipping, installatl pn and bracing Qf,irussesA teal on th s dr wlrf9 or cover pa 2400 Lake Orange Dr. listing this
Grawinq indicates acceptance of pro) essionaf en ineering re ponsibi11 solely or the desf n shovTn. The suitability Suite 150 and arseofthisaiawingforanystructureistheresponsibilitfoftheuildngDesigerpeANSIlfPI1Sc.2. For more
mformabon see this lows general notes page and these web soles: ALPINE: www.al menw tom: TPI• w t cost or : SBCA v&m.sbcindus comet ICC kzsafe.org Orlando FL, 32837
Job Number: N330090 Ply, 2 SEON 10258 / T22 / FLAT Cust: RR8975 JRel: 1W7U89750056
TEEN BUILDtR Oly. 1 FROM JRH DrwNo 022.18.1024.39684
Truss Label: FG3 I I I KM / OF 01/22/2018
2 Complete Trusses Required
2'10"10 5'5"12 8'6"3
2'10"10 12'7" 2 13'0"6
A
4X12 III 2B4 =4C4 =_
4X12 D
n W1
W2
W
W7
1
G F E
III4X6 =
8X14 =4X12 1113X6
Loading Criteria (psf) Wind Criteria
TCLL: 4000 Wind Std. ASCE 7-10
TCDL. 10.00 Speed: 150 mph
BCLL: 0.00 Enclosure- Closed
BCDL 5.00 Risk Category: II
EXP: C
Des Ld 5500 Mean Height: 15.00 ft
NCBCLL: 0.00 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
GCpr 0.18
Wind Duration: 1.60
Lumber
Value Set- 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x6 SP 2400f-2.OE
Webs 2x4 SP #3 .W1, W7 2x6 SP #2 N-
W2, W6 20 SP 2400f-2.OE:
Lumber value set " 138" uses design values
approved 1/30/2013 by ALSC
Nailnote
Nail Schedule:0.128"x3" nails
Top Chord: 1 Row @ 3 75" o.c
Bot Chord: 2 Rows @ 3 50" o c (Each Row)
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
Lumber Dur.Fac.=1.00 / Plate Dur Fac =1 00)
TC From 450 pit at 0.00 to 450 pit at 5.55
TC: From 100 pit at 5 55 to 100 pit at 8.51
BC: From 10 pit at 0.00 to 10 plf at 8.51
TC: 373 Ib Conc. Load at 1 47, 3.62
TC. 100 lb Conc. Load at 5.55
BC: 2747 lb Conc. Load at 0.97
BC 757 lb Conc. Load at 2.72, 4.72, 6.72
BC 1227 lb Conc. Load at 5.48
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
2'10"10
2'10"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: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
8'6" 3
3'1 "2 + 2 6"6.
5'11 "12 8'6" 33
DeflICSI Criteria
PP Deflection in loc Udell U#
VERT(LL)- 0 056 B 999 360
VERT(R): 0.161 B 942 240
HORZ(LL). 0.015 A -
HORZ(TL): 0.029 A
Creep Factor 2 0
Max TC CSI- 0.860
Max BC CSI: 0.541
Max Web CSI: 0.425
VIEW Ver. 17 02 02A.1213.21
Wind
Wind loads based on MWFRS with additional C&C
member design.
01 /23/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
H 6217 /316 /133 /- /- /3.8
E 3753 /405 /133 /• /- /-
Wind reactions based on MWFRS
H Min Big Width Req = 2 6
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 312 -4055 C - D 379 - 3565
B - C 312 - 4055
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
G - F 3706 - 387
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A-H 177-2122 C -F 116 -631
A - G 4296 - 331 F - D 3883 - 411
B-G 124 -915 D-E 201 -1704
G-C 389 -9
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricatingg, hhandling shipping installing.and bracing.. Refer to and follow the latest edition of BCSI (BuildingQSfetyInformation, by TPI an0 SBCA) f saley practices poor to performing these functions Installers shall provide temporary
r BSI. Unless noted oTherwise,top chord shall have pro attached structural sheathing and bottom hord shall hav aropegidceiling. Locations shown for yermanept lateral restraint bf wgbs shall havg bracing installed pgr BCI sections e3, 7 or B10Yfle._ Apply plates to each face. of truss and position as shown above and on the JoinrDetails, unless noted otherwise kefer to
of ITW B itddlng omponents Group In . shall not be responsible for any deviation from this rPwin any failure to build thencewith N 11lf 1 1, or or handllrlq shipping, installation and bracin of trussesA seal on thIS r wirf or cover page
In q indicates acceptance 9f ProTessionar en ineerinq responsibilittyv sole lryy for the de si n shovJn. The suitabilityQrawingforanystructureis
p
e responsibility of the Building DesigrSer pefANS11TPI 1 c.2.
A IPLNE
iwmvtduww
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837seethisloVspeneralnotespageandthesewebsitevALPINEwwwaipmeitw.com, TPI: www inst ora: SBCA wwwgeneralnotespageandthesewebsitevALPINEwwwalDmeitw.wm, TPI: www inst ora: SBCA www
Job Number. N330090 I Ply 2 I
SEON. 10259 / T17 / FLAT
I
Cust- R R8975 JRef 1 W7U89750056
TEEN BUILDER Qty: 1 FROM. JRH; DrwNo' 022.18.1024 39511
Truss Label' FG4 KM / DF 01/22/2018
2 Complete Trusses Required
1112X4
A =4X4 B
T F-1 - il
1F- :1,
D C
4X4 1112X4
r 2 10" 12
2'10"12
2'10"12
Loading Criteria (psq Wind Criteria Snow Criteria (P9,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std: ASCE 7.10 Pg NA Ct: NA CAT: NA PP Deflection in loc Udell U# ILoc R / U / Rw / Rh / RL / W
TCDL, 10.00 Speed: 150 mph Pf: NA Ce, NA VERT(LL) 0 001 B 999 360 :D 1096 / 139 / 45 / - / • I -
BCLL. 0.00 Enclosure Closed Lu. NA Cs. NA VERT( L) 0.002 B 999 240 1,C 1263 / 188 145-
BCDL- 5.00 Risk Category II Snow Duration: NA HORZ(LL) 0 000 A - Wind reactions based on MWFRS
EXP• C HORZ TL 0 001 A D Min Br Width ReDes
C 0.000 Mean Height: 15.00 ft ( )
g q
NCBCLL. 0.00
g Code I Misc Criteria Creep Factor: 2.0 C Min Brg Width Req = -
TCDL: 4.2 psf
Soffit. 2.00 BCDL: 3 0 sf Bldg Code: FBC 6th.ed 201 Max TC CSI 0 750
p
Load Duration: 1.00 MWFRS Parallel Dist. 0 to hl2 TPI Sid: 2014 Max BC CSI: 0.026 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: 0.166 Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp Webs Tens. Comp.
Loc from endwall. Any FT/RT:20(0)/10(0)
GCpi 0 18 Plate Type(s). A - D 95 - 540 B - C 98 - 624
Wind Duration. 1.60 WAVE VIEW Ver. 17.02.02A.1213.21 I '
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Nailnote
Nail Schedule: 0. 1 28"x3" nails
Top Chord: 1 Row @ 2 00" o c.
Bot Chord 1 Row @12 00" o.c
Webs : 1 Row @ 4" o.c
Use equal spacing between rows and stagger nails
in each row to avoid splitting
Special Loads
Lumber Dur Fac =1.00 / Plate Dur.Fac.=1.00)
TC. From 390 plf at 0 00 to 390 plf at 2.90
BC: From 10 plf at 0.00 to 1 o plf at 2.90
TC: 411 lb Conc. Load at 0.33
TC: 790 lb Conc. Load at 2 33
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Truss must be installed as shown with top chord up
fl
J;•••GE S • .•
i
o. i08 1
i •
S T OA.
CID
o) /23/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling9 shi ping in talling,and brawn Refer to and follow the latest edition of BCSI (Building
Component Safety Information, br TPI an SBCA) r0'r sa fly practices prior to performing these functions. Installers shall provide teritporary
bracin Der BCSI. Unless noted olhenvise,top chord shall have property attached structural sheathing and boitor hord $hall haven pro 1ry
attach d rigid ceilin Locations shown for rmanent lateral restraintpropel webs shal hav braon9 insr . d p r Bc I sections B3, B7 or 810, as app lealtte App y Plates to ach face of truss and position as shown above and on t e Joinc Details, un ess noted otherwise. kefer to
ALPINEdrawings160A•Z for standard palate positions.
Aluine, a division of ITW Bt1ildl1'n CComponents GrouD In .,shill not be regponslble for any deviation from this drawin an failure to,bulld the mm o
it ss in nformance with AN51/PI 1, or for handlers shiepinq, Instaallation and bracing of trusseesA seal on this dr wlX9 or over pagge 240o Lake Orange DrlistingthisdrawinindicatesacceptanceofproessionafenineeringreponsibllitNysolelforthedesignshown. ihel suitability Suite 150andOseofthis Fawing for any structure is fP1ie responsibilil of the Buildng Desiglter perYANSIIfPI 1 Sec.2.
For more inlormaeon see thn lob's general notes papa and these web sites: ALPINE: www.alpmenw.wm; TPI: www_Ipmst. SBCA www slwndus wm; ICC: www iccsafe. OdandO FL, 32837
Job Number: N330090 I Ply 1
FROKHMT
SEON: 10260 / T8 / HIP_
I
Cusl: R R8975 JRef. 1W7U89750056
TEEN BUILDER Oty: 5 DrwNo: 022.18 1024.38838
Trues Label: HJ7 KM / OF 01/22/2018
Loading Criteria (psq
TCLL 2000
TCDL: 17.00
BCLL: 0.00
BCDL: 1000
Des Ld 4700
NCBCLL 000
Soffit: 0.00
Load Duration. 1.25
Spacing: 24.0 "
5'3" 5 9110"1
5'3" 5 4'6" 11
2X4(A1) — ""
1,5,. t 9,2„ 2 7"14
9'2" 2 9.10.1
Wind Criteria
Wind Std: ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: II
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 N
Bot chord 2x4 SP 2400f-2.0E
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Loading
Hiplack supports 6-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Provide (3) 0.162"x3.5", min toe -nails at top chord.
Provide (3) 0.162"x3.5", min toe -nails at bottom chord
Snow Criteria (P9.Pf in PSF)
Pg: NA Ct: NA CAT: W
PL NA Ce: NA
Lu. NA Cs- NA
Snow Duration. NA
Code / Misc Criteria
Bldg Code- FBC 61h.ed 201
TPI Sid: 2014
Rep Factors Used No
FT/RT 20(0)/10(0)
Plate Type(s).
WAVE
Defl/CSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): 0.034 F 999 360
VERT(TL): 0.133 F 999 240
HORZ(LL): 0.008 C - -
HORZ(fL): 0 021 C
Creep Factor 2.0
Max TC CSI: 0 860
Max BC CSI 0 462
Max Web CSI: 0.354
Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 425 /125 /- /- /- /106
E 447 160 /- /0 /0 /15
D 302 1151 /- /- /- /15
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.
Bearing B requires a seat plate.
Members not listed have forces less than 3750
VIEW Ver: 17.02 02A.1213.21 Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - C 333 - 772
v GE SF ••
o. 708 1
o SAT O
coA ao 0 A
01 /23/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - F 724 - 302
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C - F 332 - 796
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabncatin h ndlin9, shi ping installing,and bracing. , Refer to and follow the latest edition of SCSI (Building
Component Safety Information, by-TPI an S CA) for sa ety practices prior to performing these functions. Installers shall provide temporary _
bracin per BCSI., Unless noted olherwise,top chord shall have property attached structural sheathing and bo t2m hord shall hav a properl
attach d rl id ceilin .Locations shown for ermanent lateral restraint bf webs shall hav bracln nslalled p r BC Ise ctlons B3, 7 or B10Yasappical3e. Applgy pplategs to each lace ofptruss and position as shown above and on the Joinf details, unless notetl otherwise. Refer to
ALPINEdrawings160A-Z for sla i and plate positions.
Alpine, a division of ITW Buitddingg CCompon ntSS GrppuDp In shall not be regDonsiple for any deviation from this drawin any failure to build the M"wtrussinconformancewithAN51/TPI 1, or (nor handlI shiDpin , installation and bracingg of trussesA Seal on thi; dr wirlg or cover page 2400 Lake Orange Or. listing this drawing indicattes acceptance Qf ProTessional en ineen g responsibility solelyfor the Man shown. The suitability Suite 150anduseofthisaiawing (or any structure is iPlie responsibflit of the Building Desigrier per ANSI/fPl 1 S c.2.
Orlando FL, 32837Formoreinformationseethuslob's general notes papa and these web sites ALPINE. www alpmenw.com. TPI: www.tpmst.org; SBCA: www.sbrindustry oom; ICC www.kzsafe.orp _
FNumber: N330090 Py. 1 SEON 10261 / T54 /HIP_ Cusl RR8975 JRef: 1W1U89750056
N BUILDER Oly: 2 FROM. JRH DrwNo. 022.18.1024 39027
s Label: HJ7L KM / DF 01/22/2018
3 15
1
Loading Criteria (psf)
TCLL: 20.00
TCDL: 1700
BCLL 000
BCDL: 10.00
Des LdF 47.00
NCBCLL 0.00
Soffit: 0.00
Load Duration: 1 25
Spacing 24 0 "
5'4"11
5'4"l 1
9'10"1
4'5"5
A
2X4(A1) — ""
9'0"8 9"9
1,5"
9'0"8 9,10,11
Wind Criteria
Wind SW: ASCE 7-10
Speed. 150 mph
Enclosure: Closed
Risk Category: II
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 It
Loc. from endwall. NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/l/2013)
Top chord 2x4 SP #2 N
Sot chord 2x4 SIP 2400f-2.OE
Webs 2x4 SIP #3
Lumber value set "13B" 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.
Provide (3) 0.162"x3.5", min toe -nails at top chord
Provide (3) 0.162"x3 5', min toe -nails at bottom chord.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Cl: NA CAT: W
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: No
FT/RT-20(0)/10(0)
Plate Type(s):
WAVE
ll
Defl/CSI Criteria Maximum Reactions (Ibs)
PP Deflection in loc UdeO U# Loc R / U / Rw / Rh / RL
VERT(LL): 0.040 C 999 360 G 416 / 128 I • /- / -
VERT(R): 0.152 C 999 240 E 445 / 64 I - / 0 / 0
HORZ(LL)- 0 008 F - D 287 / 151 / • /- / -
HORZ( L): 0 020 F Wind reactions based on MWFRS
Creep Factor. 2.0 G Min Brg Width Req = 1.5
Max TC CSI: 0.781 E Min Brg Width Req = -
Max BC CSI: 0.493 D Min Brg Width Req = -
Max Web CSI 0.419 Bearing G is a rigid surface.
Bearing G requires a seat plate.
W
10.6
1.5
1.5
Members not listed have forces less than 375#
VIEW Ver: 17.02.02A.1213.21 Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - C 453 -1049
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp
B-F 1019 -431
H. P,•,.....,,,k,
GE Sic' ,
0.7,08 1
SAT O
01 /23/2018
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp
C - F 454 -1072
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fa rlcatin9, h ndling, shinpin , installing,and brawn .. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byY TPI and S CA) for safety ractices prior to perfofmmg these functions Installers shall provide temporary
bracln99 Der BCSI., Unless noted otherwise,top chord shall have property attached structural sheathing and bottom hord shall have a properlyattainidceilingLovationsshownforpermanentlateralrestraintbfwebsshallhavebrawninstalledpfrSCI ctions B3, B7 or B10
as a . plica e. AppTy pptatggs to each face, of truss and position as shown above and on the Joinl9Detalls, un ess note otherwise. Refer to A LPI N Edrawings16OA-Z for stanGard plate positions.
Alpine, a division of ITW Bt itdd11n CCompon nt Group InC., shall not be responsiple for any deviation from this drawing any Ile build the,
t`russ in nformance with ANSI PI 1, or or handllrfq shippingq, inst Ilatidn and braang gf,irussesA eat on thr5 drawirlq or cover page 2400 Lake Orange Dr. listing this drawin indicates acceptance f proTessionaf en neering responsib IIt soleryor the desi n shown. The suiTabilty Suite t50and ise of this Fawing for any structuregs me responsibility of the Building Des grier pefANSIIfPI 1 5$c.2.
For more inlormation see this ob's nerel notes a e and these weD silea: ALPINE: www al ineitw.com, TPI. www.t mst.or • SBCA www sbcindusi wm, ICC www.iccsaleorg Orlando FL, 32837
Job Number: N330090 Ply: 1 SEON. 10262 / T12 / HIP_ Cusl. R R8975 JRef I W7U89750056
TEEN BUILDtR Oly' 2 FROM JRH DrwNo. 022 18 1024.39824
Truss Label: HJS I KM / DF 01/22/2018
T
1-- 1'5"
2X4(A1)
Loading Criteria (psq Wind Criteria
TCLL: 20.00 Wind Sid ASCE 7-10
TCDL' 1700 Speed. 150 mph
BCLL 0.00 Enclosure. Closed
BCDL: 10.00 Risk Category II
CEXPDesLd. 47.00 Mean Height. 21.40 RMean
NCBCLL: 0.00 TCDL: 4 2 psf
Soffit: 000 BCDL: 5.0 psf
Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2
Spacing. 24.0 " C&C Dist a 3.00 R
Loc. from endwall: NA
GCpi 0 18
Wind Duration: 1.60
Value Set: 13B (Effective 6/1/2013)
Top chord 20 SP #2 N
Bot chord 20 SP #2 N
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Loading
Hipjack supports 4-11-8 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 (2) 0.131"x3.0", min. toe -nails at bottom chord
7'0"2
7'0"2
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl L/#
Pf• NA Ce: NA VERT(LL) NA
Lu. NA Cs: NA VERT(TL) NA
Snow Duration. NA HORZ(LL). 0.013 D
HORZ(TL). 0.033 D
Code / Misc Criteria Creep Factor: 2 0
Bldg Code: FBC 61h.ed 20V Max TC CSI, 0 992
TPI Std: 2014 Max BC CSI: 0.509
Rep Factors Used: No Max Web CSI: 0.000
FT/RT 20(0)/10(0)
Plate Type(s):
WAVE VIEW Ver 17 02.02A.1213.21
o•GE Sic• .p(
o. 7,48 1
ENS i
C 0 A #0 Tq N Lry,`q
01 /23/2018
0
V Cl)
l
I& Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
8 235 /100 /- /- I- /4.9
D 96 /• /18 /- /- /15
C 273 / 165 / - / - / - / 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#
IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s require extreme care in fabricating h ndlin9 shlippi g installing.and bracing. , Refer to afnd follow the latest edition of SCSI (Building
nent Safe Information, byY PI anC'S CA rbi sa a Praclices prior to performing these unctions Instal ers shall provide temporarryy
Der BCSI. Unless noted otherwise,top chord shall have pro , J attached structural sheathing and bottom hord ghall havela pro erlydriidceilinLocationsshownforermanentlat8ralrestrmtbiwebsshallhaybracininstalledprBGIsections $3, 87 or 10,
Icabte. AppTgy Dtates to ach face of ttruss and position as shown above and on tI a Joini9Details, un ess noted otherwise. I Refer toIs16OA-Z for standard plate positions
a division of ITW Bt1 itddl1ncqtCComponsntS Gaup InC shall not be responsible for any deviation from this drawing a0Y failure to build the
conformance with AfV51lfPl 1, or for handlirfit, shipping, installabdn and bracng qi IrussesA eal on this drawlrfq or cover page , ,
this drawin indicates accepptance i ppro essiona en ineering responsibility soleryry or ``he desig9n sho n. The suitability
ie o1 this rawing for any structuregs the responsibilit of the Building DesigrSer pefANSIITPI 1 Sec.2.
inlormairon see ihs job's general notes page and These web snesALPINE www alpineihv com; TPP www.ipinsl.org; SBCA: wwwsbundusUy.wm; ICC: www wear ALPINE
Wr'
2400
Lake Orange Dr. Suite
150 Orlando
FL, 32837
Job Number: N330090 Ply* 1 SEON: 10263 / T27 / HIP_ Cust: R R8975 JRei: 1 W7U89750056
TEEN BUILDER Oly, 1 FROM. JJP DrwNo. 022.18.1024.38713
Truss Label: HJ3 KM / DF 01/22/2018
12 C
T
0
li
2X4(A1)
3t5.t11
rt _
1t5_i
3'5"11
Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
TCLL 2000 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W
B 92 / 42 /- /_ /_ / 4.9TCDL- 1700 Speed, 150 mph Pf: NA Ce: NA VERT(LL) NA
BCLL 000 Enclosure: Closed Lu NA Cs. NA VERT(TL). NA D 19 / - / 5 / - / - / 1.5
BCDL: 10.00 Risk Category: II Snow Duration. NA HORZ(LL)- 0 000 D C '57 / 34 / - / - / - / 1.5
Des Ld: 47.00
EXPI C HORZ(TL)- 0 001 D Wind reactions based on MWFRS
Code / Misc Criteria
Noffit: 0 0
Mean Height: 20.77 ft
CreepFactor: 2.0 B 1 Min Brg Width Req = 1.5
Soffit: 0.00
TCDL: 4.2 psi
BCDL: 5.0 Bldg Code: FBC 6th.ed 201 Max TC CSI 0.080 D Min Brg Width Req = -
Load Duration: 1.25
psf
MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.040 C Min Brg Width Req = -
Bearing B is a rigid surface.
Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used No Max Web CSI: 0 000
Loc. from endwall: NA FT/RT•20(0)/10(0) Members not listed have forces less than 375#
GCpi: 0.18 Plate Type(s).
VIEW Ver 17 02.02A.1213.21WindDuration: 1.60 WAVE
Lumber
Value Set 13B (Effective 6/112013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set " 13B" uses design values
approved 1/30/2013 by ALSC
Loading
Hipjack supports 2-5-8 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) 0.131"x3.0", min. toe -nails at bottom chord
IMPORTANT'* FURNISH TH
a division of
i vi 1, or for nanoim snipp
acceptance of pro essior
any structure is the respon
ral notes page and these web soles:
L
i
E
0.708 1_
S T O
1
S/ONAL
COA #0,141r 1 Md/i
01 /23/2018
ALL CONTRACTORS INCLUDING THE INSTALLERS
1, installing and bracin Refer to and follow the latest edition of BCSI(Building
ractices pnor to perfoTgmmg these functions. Installers shall provide temporary
pro attached structural sheathing and bottom hord ghall havg a pro2e r
estralnt bf webs shall have brawn installed p r Bcl sections B3, B7 or 810
as shown above and on the Joini9Details, unless noted otherwise. Refer to
11 not be responsible for any deviation from this drawin pg, failure to build theIg , installatidn and bracing of trussesA real on this dr, wirlq or over,paget[ engineering responsibility solely the design shown. f1 he suitability
ALPINENE
mrrwcOMl•rfI
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number. N330090
I Ply. 1 I
SEON: 10264 / T19 / EJAC
I
Cusl. R R8975 JRef* 1 W71.189750056
TEEN BUILDER Oty: 7 FROM- RDG ! DrwNo: 022 18 1024 31666
Truss Label: EJ7 KM / WHK 01/22/2018
C
12
6
i
M
O tf1
M iy
I
B
A
D
1
7'
7'
Loading Criteria (psr) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria JA Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg NA Ct: NA CAT: NA PP Deflection in loc Udell U# ILoc R / U / Rw / Rh / RL / W
B 436 / 94 / 349 / - / 152 / 8.0TCDL: 1700 Speed: 150 mph Pf: NA Ce: NA VERT(LL) NA
BCLL 000 Enclosure- Closed Lu: NA Cs: NA VERT(TL)- NA D 136 / 13 / 106 / - / - / 1.5
BCDL 10.00 Risk Category II Snow Duration: NA HORZ(LL). 0.017 D C 237 / 113 / 153 / • / - / 1 5
Des Ld. 47.00
EXP. C HORZ L ). 0.040 DT Wind reactions based on MWFRSi
Code I Misc CriteriaNCBCLL10.00
Mean Height: 15.00 R
Creep Factor, 2 0 B Min Brg Width Req = 1.5
Soffit: 0.00
TCDL 4.2 list
BCDL, 5.0 psf Bldg Code FBC 6th.ed 201Bldg Max TC CSI: 0.956 Min Brg Width Req = -
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std 2014 Max BC CSI: 0.602 C MBrg Width Req = Bearingg
B a rigid surface. Spacing
24 0 " C8C Dist a' 3 00 It Re Factors Used: Yes oMax Web CSI 0.000 Bearing
B requires a seat plate. Loc.
from endwall: not in 4.50 ItFT/RT:20(0)/10(0) GCpi:
0.18 Plate Type(s) Members not listed have forces less than 375# VIEW
Ver: 17 02.01A.1115.21 WindDuration. 1 60 WAVE 1 1 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. tplturtnlWhurgq/
H •
o.
P48 1 S
T O • COA
ao O NA1 01/
23/2018 WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 1 Trusses
require extreme rein fabricatin , h ndlin9, shi pin , installing and bra cin/qRefer to and follow the latest e iti n of SCSI (Building Component
Safety Information, by TPI an S9CA) f$r safety ractI e's prior to peAo ming these functions Installers s a[ rovitle temporary _ bracin
Der SCSI.. Unless noted otherwise,top chord shall have prouerly attached structural sheathing and bottom hord Shall have a proper attach
cl rl9id ceilin Locations shown for permanent lateral restraint bf w bs shall hav bracing installed p r BC Is 8cbons Q3, B7 or 510, as
applicatfle. Applgy Plates to each face oftruss and position as shown a ove and on tI a Jom Details, un ess noteu otherwise. Refer to ALPINE
drawings160A-Z for standard plate positions ! Alpine,
a division of ITW B itdl1ncQ CCompon ntSS GT0 pIn shall not be regponsiple for any ddeviation from this drj3winp anyY failure to build the µ„t „ trussmcgnformancewdhkrSap1, or (nor hanGliA s iippmo, mst IlaUor and bracing of,trussesA eat on thi dr8wiilg or over page , , 2g00 Lake Orange Dr. listingthisdrawingindicatesacceptanceVfproTessionarenineedresponsibilitysoleNirorthedesnshown. he suitability Suite Lake
and
ise of this yawing for any structures a responsibilit7 of the Building Desig er , PANSI/TPI 1 c.2.150 For
more information see this jobs general notes page and these web sites: ALPINE: www.at nenw com: TPI: www.t inst or , SBCA www sbondus .co I: ICC: www.imsete org Orlando FL, 32837
Job Number: N330090
I Ply:1 I
SEON 10265 / T53 / EJAC
I
Cust: R R8975 JReI. 1 W7U89750056
TEEN BUILDER Oty. 2 FROM* JRH DrwNo• 022 18 1024.38840
TruFs Label: EJ7L KM / DF 01/22/2018
3TT15
Loading Criteria (psq
TCLL- 20.00
TCDL: 17.00
BCLL' 0.00
BCDL: 10.00
Des Ld: 47.00
NCBCLL: 10 00
Soffit 000
Load Duration 1.25
Spacing: 24.0 "
7'
i'-
7'
Wind Criteria
Wind Sid, ASCE 7-10
Speed, 150 mph
Enclosure: Closed
Risk Category, II
EXP. C
Mean Height: 15 00 it
TCDL: 4 2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a. 3.00 it
Loc. from endwall: not in 4 50 it
GCpi: 0.18
Wind Duration: 160
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.
Snow Criteria (Pg,PI 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 61h.ed 201
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT.20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): NA
VERT(TL) NA
HORZ(LL). 0.017 D
HORZ(fL): 0.041 D
Creep Factor: 2 0
Max TC CSI: 0.898
Max BC CSI 0.585
Max Web CSI: 0.000
VIEW Ver: 17.02 02A 1213 21
H
GEASF •. < 0
T08 0 O
n t v Doss,
rM•... ..•
w`
COA
ao' ONAI. 0N, orrwtw+* 01 /
23/2018 I
T LO
V
t
IMaximum
Reactions (Ibs) Loc
R /U /Rw /Rh /RL /W B
426 /115 /329 /- 1101 /80 D
134 /12 /103 I- /• /15 C'
228 / 97 / 132 / - / - / 1.5 Wind
reactions based on MWFRS B
Min Brg Width Req = 1.5 D
Min Brg Width Req = - C
Min Brg Width Req = - Beanng
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 DRAWINGI IMPORTANT—
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire
extreme care in fabricatins, handlin shiopin installing.and bracing. , Refer to and follow the latest edition of BCSI (Building 1SafetyInformation, by TPI an SBCA) f) sa ey ractices prior to performing these functions. Installers shall provide temporary SCSI..
Unless noted olherwise,top chord shall have proDp,erly attached structural shoathina and bottom chord shall have a properly WWeceiling.
Locations shown for ermanent lat6(al restraint bf w bs shall hav br88unssl1 insTalled p r Bcl sections 93; B7 or 810, eADDTVplatestoeachfaceolPtrussandDositionasshowna6oveandontheJoinfDetails. unless noted otherwise. Refer to any
failure
to build the I
or cover pa e n.
The sui bility ALPINE
mnwc
wv 2400
Lake Orange Dr. Suite
150 Orlando
FL, 32837
Job Number N330090 Ply: 1 SEON• 10266 / T7 / EJAC Cust: R R8975 JRef. 1 W7U89750056
TEEN BUILDER Oly 2 FROM. JJP DrwNo. 022.18.1024 38948
Trues Label, EJ5 KM / DF 01/22,2018
Loading Criteria (psq
TCLL- 2000
TCDL: 17.00
BCLL 000
BCDL: 10.00
Des Ld. 47.00
NCBCLL: 10.00
Soffit, 0.00
Load Duration: 1.25
Spacing. 24.0 "
C
12
6
M
O in
B
M
A
D
Wind Criteria
Wind Std, ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category II
EXP. C
Mean Height: 21.41 It
TCDL: 4.2 psi
BCDL. 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3 00 It
Loc. from endwall: not in 4.50 fl
GCpi: 0.18
Wind Duration, 160
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 20 SP #2 N
Lumber value set "I 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.
Snow Criteria (Pg,Pf in PSF)
Pg NA Ct NA CAT, W
Pf, NA Ce. NA
Lu. NA Cs NA
Snow Duration, NA
Code I Misc Criteria
Bldg Code: FBC 61h.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 Udell L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0.006 D
HORZ(fL): 0.013 D
Creep Factor: 2.0
Max TC CSI 0 435
Max BC CSI. 0.294
Max Web CSI: 0.000
VIEW Ver: 17.02.02A.1213.21
o. TO8 1
o't• SAT O ;
COA #041r;
r/ N wjWw"E
01 /23/2018
Mauimum Reactions (lbs)
Loc R /U /Rw /Rh /RL /W
B 3411 / 111 / 278 I - / 146 / 4 0
D 95i 114 / 73 I - / - / 1.5
C 165 /107 /100 /- /- /15
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#
i
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, handlingg, shi pin , in,talling,and bracing Refer to and follow the latest edition of SCSI (Building
Component Safety Information, by TPI and SBCA) fbr satery radices pnor to performing these functions. Installers shall provide ternporraerYrbracinDerBGSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bpOttQrrl chsrShall ha 7 proattacharigidceiling. Locations shown for ermanent latgral restraint bf webs shall ha v bracin installed er BCSI 6
as a .p icadle. Ap ly plates to each face,o truss and position as shown above and on t e Joint9Detaits, unless no otherwise. Refer to
drawings 160A-Z I r standard plate positions.
any
TPI
from this dr8winott a Yy failure to build
A1 seal on thi draw rlg or cover pac
NSIRPI ISA i 2hown. The suiC
ALPINENE
W InWOOYMM'
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N330090 Ply. 1 [FROWECiN: 10267 / T29 / EJAC
I
Cust. R R8975 JRef* 1 W7U89750056
TEEN BUILDER City: 1 JJP DrwNo. 022 18 1024.38729
Truss Label: EJ3G KM / DF 01/22/2018
Loading Criteria (psf)
TCLL: 2000
TCDL: 17.00
BCLL 0.00
BCDL: 10.00
Des Ld' 47.00
NCBCLL. 1000
Soffit: 0.00
Load Duration: 1.25
Spacing 24.0'•
T
Wind Criteria
Wind Std: ASCE 7.10
Speed 150 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 21.03 fi
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3 00 It
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
12 B
A
2X4(A1)
i 216"
216"
Snow Criteria (Pg,Pf in PSF)
Pg: NA Cf. NA CAT. W
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code FBC 61h.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT.20(0)/10(0)
Plate Type(s):
WAVE
T
M
i
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL) NA
VERT(TL)- NA
HORZ(LL): 0.001 C
HORZ(TL): 0.003 C
Creep Factor: 2 0
Max TC CSI: 0 151
Max BC CSI 0 173
Max Web CSI. 0.000
VIEW Ver: 17.02 02A 1213.21
Lumber
Value Set 138 (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
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25)
TC: From 78 pit at 0.00 to 78 pit at 250
BC: From 20 pit at 0 00 to 20 pit at 250
BC. 147 lb Conc Load at 0 59
Wind
Wind loads and reactions based on MWFRS. -MtulrttulWrrrnrr
Additional Notes
Provide (2) 0 131'•x3 0", min toe -nails at top chord. d
sees.....
Provide (2) 0 131"x3.0", min. toe -nails at bottom chord. a CJ S•%
Ji 0. 7.08 1
o t SAT O
irk. ••.........•••
o t /23/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
A 249 /81 /- I- I- /4.0
C 49 /2 /- /- /• /1.5
B 93 /51 /- /- /- /1.5
Wind reactions based on MWFRS
A Min Brg Width Req = 1.5
C Min Brg Width Req = -
B 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 DRAWINGI
IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reawire extreme care in fabricatin , hhandlingg, shiupin installing,and bracn Refer to and follow the latest edition of SCSI (Building
Component Safety Information, by TPI an SBCA) for saety ractices prior to performing these functions. Installers shall provide temporary _
bracin Per BCSI Unless noted olherwise,top chord shall have properly attached structural shgathing and bottom Chord Shall hav a pro er y
attach d rinsIld cefling.Locations shown forpermanent latl;ral restraint bf webs shall hav br8cing Inst6111 r BCI s ctlons Q3, 7 or 10, asappicalffe. Appy plates to each face, o truss and position as shown above and on tI a JoinfDetails, unn less note otherwise. Refer to ALPINE
drawings160A•Z for standard plate positions. Alpint;,
a division of ITW BUtJitdd11'ngg CComponents Gr u Inc..shall not be responsible for any deviation from this h wing anX, failure to build the n,rd truss
in conformance with ANSIrfPI 1, or or han II g shhippin?, installation and bracm of lrussesA eat on t i draws q or cover page , , 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceQfProessonaensneeringgresponsibilittyvsolelyvortthedesnshon. The sus bility Suite 150 andriseofthisdrawingforanystructureistheresponsibilitofthe9ulldingDesigrSerperANSI/TPI 1 c.2. For
more information see this JOD's general notes page and these web soles ALPINE. www.el meaw.com; TPI: www 1 'nst org, SBCA www.sbundus .com; JCC' www.iccsafe org Orlando FL, 32837
r
Job Number: N330090 Ply. 1 SEON: 10268 J T24 / JACK
I
Cust• R R8975 JRef: 1 W7UB9750056
TEEN BUILDER Oly 10 FROM. JJP DnvNo, 022 18 1024 38575
Truss Label: CJ5 I I KM / OF 01/22/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL: 17.00
BCLL: 000
BCDL: 1000
Des Ld 47.00
NCBCLL 10.00
Soft: 0.00
Load Duration: 1 25
Spacing: 24.0 "
C
12
6
o to
NI ih
B
ih
A
DI
i 1
5r
Wind Criteria
Wind Std: ASCE 7-10
Speed, 150 mph
Enclosure Closed
Risk Category: II
EXP• C
Mean Height: 15 00 it
TCDL: 4 2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: not in 4.50 0
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
Provide (2) 0 131"x3 0", min. toe -nails at top chord
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
a
IMPORTANT•• FURNISH THIS
any
Snow Criteria (Pg,Pf in PSF) Deff/CSI Criteria
Pg: NA Cl. NA CAT: NA PP Deflection in Ioc Udefl L/#
Pf, NA Ce: NA VERT(LL): NA
Lu: NA Cs: NA VERT(TL): NA
Snow Duration: NA HORZ(LL): 0.006 D
HORZ(TL). 0.013 D
Code / Misc Criteria Creep Factor: 2.0
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.435
TPI Sid. 2014 Max BC CSI: 0.294
Rep Factors Used: Yes Max Web CSI. 0 000
FT/RT:20(0)/10(0)
Plate Type(s):
VIEW Ver: 17.02.02A.1213.21WAVE
J'•-AGE SF
e• 10
o. 708 1
o t SAT O
t0 • A
coA #s"„0 wE
01 /23/2018
Maximum Reactions (Ibs)
Lot R /U /Rw /Rh /RL W
B 341 /77 /279 /• /114 8.0
DI95 /9 /72 /- /- 1.5
C 1165 / 79 / 105 / - / - 1.5
Wind reactions based on MWFRS
B Min Big Width Reg = 1.5
D Min Big Width Reg = -
C Min Big Width Req = -
Bearing B is a rigid surface
Bearing B requires a seat plate.
Members not listed have forces less than 375#
I
ALL CONTRACTORS INCLUDING THE INSTALLERS
I, installing.and brawn Refer to and follow the latest edition of BCSI (Building
Iraclic2es, prior to performing these functions Installers shall provide temporary
eshamt bfwebs astruct r l sGeathingaal dd bottQr hord shall have a progenye89lp6BGIIs ¢3, B7 or 1 v
as shown above and on the Joint Details, unless noted otherwise. Refer to
II not be respponsible for any deviation from this drawin9,a failure to build the
tq, installation and bracing of l russgsA teal on this drawiXg or cover pageienineeringresponsibilitysoel or the des n shown. The suitabilityibilit of the Building Designer perYANSIlrPI 1 5r c.2.
ALPINE: www aipmertw com: TPI: www.tpensLorg, SBCA. www.stiondustry i:or ICC I iCCSaf
ALPINE
M"Woowury
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N330090 Ply* 1 SEON: 10269 / 'T21 / JACK Cusp RR8975 JRef: 1W71.189750056
TEEN BUILDER Oly. 13 FROM. JJP DrwNo: 022.18 1024 39744
Trur.s Label: CJ3 KM / DF 01/22/2018
C
Loading Criteria (psi)
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 "
M I
o to
ti ih
i N
I
4" 3
A
D
2X4(A1)
1'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category II
EXP: C
Mean Height: 15.00 It
TCDL 4.2 psf
BCDL. 5 0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 It
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
Sol 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'k3.0", min. toe -nails at top chord.
Provide (2) 0 131 "x3 0", min. toe -nails at bottom chord.
3'
3'
Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria
Pg, NA Ct: NA CAT NA PP Deflection in loc Udefl U#
Pf. NA Ce: NA VERT(LL): NA
Lu NA Cs: NA VERT(TL): NA
Snow Duration: NA HORZ(LL)- 0 001 D
HORZ(TL): 0.002 D
Code / Misc Criteria Creep Factor 2 0
Bldg Code: FBC 61h.ed 201 Max TC CSI: 0 188
TPI Std: 2014 Max BC CSI. 0.097
Rep Factors Used: Yes Max Web CSI. 0 000
FT/RT.20(0)/10(0)
Plate Type(s):
VIEW Ver: 17 02 02A 1213.21WAVE
0.708 1
o't• SAT O
9.
46
F •• sPONAL EN , CID #O PI$41iftlum"iwt va
01 /23/2018
Maximum Reactions (lbs)
Loc' R /U /Rw /Rh /RL /W
B 1250 /61 /214 /• /75 /80
D 54 /4 /42 /- /- /15
C 190 /44 /54 /• /- /15
Wind reactions based on MWFRS
B IMin Brg Width Req = 1 5
D Min Brg Width Req = -
C 'Min Brg Width Req = -
Bealring B is a rigid surface.
Beading B requires a seat plate.
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg, hhandlin shippin installing.and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI anr7 SBCA) f$r sa ety raclices prior to performing these functions. Installers shall provide to -pora
bracin Der BCSI.. Unless noted olvI nvise,top chord shall have properly attached structural sheathing and bottom Nord shall have a proper y
A ttach tl rigid ceilin Locations shown for ermanent lateral restraint bf w bs shall hay bracin installed r BC ctions ¢3, 87 tor 610, as app icadte. Apply plates to ach face otPtruss and positron as shown a€ove and on tie Joint9Details, unn ass note otherwrse. Refer to
A LPI N Edrawings160A-Z fo s n aril p fate positions.
Alpine, a division of ITW Buildl'ncct CComponegnt5 GrOUD InC. shall not be response le for any deviation from this drawrnp anY failure to build the N McotrussmcoofprmancewithONJIlTPI1, or for handtincL shipping, installation and bracing o(trussesA Seat on this dr8wirfq or over pa e , , 2400 Lake Orange Dr. listing this tlrawinq indicates acceptance of proTessionaf en ineerinq respponsrbiltN solely for the desr n shown.he suitability Suite 150andarseofthisrowingforanystructureisaresponsibflit of the uilding Designer pe ANSI/TPI 1 5 c.2.
c.......... .d......•,....... .. ..w.........i...... ,.................w .:... ei clot ......, •i,....,w.,.... Tor ,....., ...... core• ,.......n.,..d,,.......... sec ........,...•r.,.... Orlando FL. 32837
Job Number: N330090
I Ply: 1 I
SEON 10270 / T46 / JACK
I
Cust: R R8975 JReI: 1 W7U89750056
TEEN BUILDER Oty. 1 FROM JJP DrwNo: 022.18 1024.39729
Truss Label: CJ3A KM / DF 01/22/2018
Loading Criteria (psf)
TCLL- 2000
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
Wind Criteria
Wind Std: ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: II
EXP- C
Mean Height, 21 16 It
TCDL: 4.2 psf
BCDL: 5 0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 it
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 "1315" 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 B
T
0
1
2X4(A1)
r 3'
1
8 3.
8 3'1"8
Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria
Pg: NA Ct, NA CAT NA PP Deflection in loc Udefl U#
Pf: NA Ce: NA VERT(LL): NA
Lu: NA Cs: NA VERT(TL): NA
Snow Duration: NA HORZ(LL): -0 002 C
HORZ( L)- 0.004 C
Code / Misc Criteria Creep Factor. 2.0
Bldg Code FBC 6th ed 201 Max TC CSI: 0.238
TPI Std: 2014 Max BC CSI: 0.152
Rep Factors Used: Yes Max Web CSI. 0.000
FT/RT 20(0)/10(0)
Plate Type(s)•
WAVE VIEW Ver: 17.02.02A.1213.21
M H.
0.708 i
S T
9 ',, , • 4
ass/•........
COA #0° s
ONAL ,I,ta•, 4N0Immtnnr,r to
01 /23/2018
Maximum Reactions fibs)
Loc R /U /Rw /Rh /RL /W
A 147 135 / 108 / - / 71 11.5
C 60 112 /49 /• /- /1.5
B 103 /65 /65 /- /- /1.5
Wind reactions based on MWFRS
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling9 shippin , in%alling,and bracin Refer to and follow the latest edition of SCSI (Building
t S fety Information, byy TPI an BCA) roe safety ractices prior to perfo Ming these functions. Installers shall provide temporary
BSI. Unless noted olherwise,top chord shall have property attached structural sheathin and bottom hord shall have a pro ellidceiling. Locations shown for ermanent lateral restraint bi webs shall have bracing inst811ed per BC Is ections B3, B7 or 910y
l e. AppTy plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise Defer to
60A-Z for standard plate positions.
for any eviation from this drawing ag failure to build theacingq ,trussesA real on thi draw gor cover page , op solely 1-or the des1 n shown. The suitability
any
A IPLNE
N,mxaorv.K.
2400 Lake Orange Or
Suite 150
Orlando FL, 32837
Job Number: N330090 Ply. 1 SEON: 102711 T20 / JACK Cust: RR8975 JReI: 1W7U89750056
TEEN BUILDER Oly. 2 FROM- RDG DrwNo. 022 18.1024 34479
Truss Label: CJt I KD / OF 01/22/2018
Loading Criteria (ps0
TCLL: 2000
TCDL: 1700
BCLL: 000
BCDL. 1000
Des Ld 47.00
NCBCLL 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24 0 "
4"3
1
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height. 15.00 it
TCDL: 4.2 psf
BCDL: 5 0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a. 3.00 ft
Lot 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 "1313" uses design values
approved 1/30/2013 by ALSO
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
6 [7- C
TM
o in
Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria
Fig NA Cl: NA CAT. NA PP Deflection in loc Udell U#
Pf: NA Ce: NA VERT(LL): NA
Lu: NA Cs: NA VERT(TL): NA
Snow Duration, NA HORZ(LL): -0.000 D
HORZ(TL): 0.000 D
Code / Misc Criteria Creep Factor. 2.0
Bldg Code: FBC 6th ed 201 Max TC CSI: 0.171
TPI Std. 2014 Max BC CSI: 0.022
Rep Factors Used: Yes Max Web CSI: 0 000
FT/RT:20(0)/l0(0)
Plate Type(s):
WAVE VIEW Ver: 17.02 02A 1213 21
3SS`•`GE SF ••%
0. 7.08 1
SAT O •:
COA ao
V sS+0 AL N•, ` Orrl.ntw+w
0I /23/2018
M
1-1
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 194 164 / 186 /- / 37 / 8.0
D 9 110 114 /- /- / 1.5
C -15 /29 /21 /- /• /15
Wind reactions based on MWFRS
B ; Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Beanng 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
quire extreme care in fabricating, handling, shi ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPl and SBCA) for safPety practices prior to performing these functions Installers shall provide temporarryy
BGSI.. Unless noted otherwise,top chord shall have pro P.erly attached structural sheathing and bottom hord shall hav a pro2erly
id Ceilin .Locations shown for permanent lateral restraint bf webs shall have br cino iet"%". ed p r BC I sections Q3, 7 or g10, e. Ap ley ufates to each face, o truss and position as shown above and on the oin Details, un ess noted otherwise. Refer to
60A-Z If r standard plate positions.
his drawing an failure to build the
on this drawiXq or over pa e, ie design shown. fThe sui9 brtrty
any
ALPINENE
m TVr(IMRINI
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N330090
I Ply 1 I
SEON. 10272 / T50 / JACK
I
Cusl: R R8975 JRef. 1 W7U89750056
TEEN BUILDER Oly. 4 FROM: JRH DrwNo. 022.18.1024.39854
Truss Label: CJ5L KM / DF 01/22/2018
Loading Criteria (psq
TCLL: 2000
TCDL. 1700
BCLL: 0.00
BCDL. 10.00
Des Ld: 4700
NCBCLL: 10.00
Soft: 000
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed 150 mph
Enclosure- Closed
Risk Category: II
EXP• C
Mean Height, 15 00 R
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 R
Loc from endwall: not in 4.50 It
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
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord
7
C
Snow Criteria (Pg,PI 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 ad 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/l0(0)
Plate Type(s):
WAVE
5'
5'
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL) NA
VERT(TL) NA
HORZ(LL). 0.006 D
HORZ(TL): 0.014 D
Creep Factor, 2.0
Max TC CSI: 0.403
Max BC CSI 0 286
Max Web CSI 0.000
VIEW Ver: 17.02.02A.1213.21
e•e..•,• A, /ice`
f
J
o. 708 1
S T O
cOA ONAI a••
01 /23/2018
n
11i
e-
1
Maximum Reactions (Ibs)
LoclR /U /Rw /Rh /RL /W
B 333 / 92 / 263 / - / 76 / 8.0
D 94 /9 /71 /- /- /1.5
C 158 /67 /91 /- /- /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#
i
i
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating hh ndlin99 shiupin in 4alling.and bracing. , Refer to and follow the latest edition of BCSII(BuildingComponentSafetyInformation, by TPI ane'S CA) fbf safety ractices pnor to performing these functions. Installers shall provide temporary
bracin per BCSI., Unless noted olherwlse,top chord shall have pro attached structural sheathing and bottom chord shall have a pro erly
attachd rigid ceiling Locations shown for Dermanent lateral restraint bf webs shall have bracing installed per SCSI secoons B3, B7, or 10, as app ICa e. Apply Dales to each face_ or truss and position as shown above and on the Joins Details, un ess noted otherwise. Refer to
ALPINEdrawings160A-Z for standard plate positions
Alpine, a division of ITW B rII 1ng CCompon nts GTu In shall not be responsiple for any deviation from this %jiwinp an failure to build the M 11WOo,,
truss in cgnformance with A 51lrPl 1, or or handlir I s liDpinq, installation and bracing of trussesA Seal on thi; dr3wiXq or coveripage 2400 Lake Orange Dr.
listing this drawing, indicates acceptance of Dro ess ona en ineerin9 responsibilittyv solely for the des iqn shoWn. The suitability Suite 150andarseofthist7rawingforanystructureis (he responsibility of the Building Desigrfer pe7ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites, ALPINE. www.al meow tom TPI: www t mst or , SBCA www.sbcindustry.com. ICC www lmwfe.W Orlando FL, 32837
Job Number: N330090 Ply. 1 SEON: 10273 / T51 / JACK Cust, RR8975 JRef. 1W7U89750056
TEEN BUILDER Oly: 4 FROM: JRH DrwNo: 022.18 1024.38432
Truss Label: CJ3L I KM / DF 01/22/2018
12
4 F_ C
2X4(A1)
f — 1, r.T — 3'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
TCLL 2000 Wind Std. ASCE 7-10 Fig NA Ct. NA CAT: NA PP Deflection in loc Udell L/#
TCDL' 1700 Speed 150 mph Pf: NA Ce- NA VERT(LL): NA
BCLL: 000 Enclosure: Closed Lu: NA Cs NA VERT(TL): NA
BCDL: 1000 Risk Category II Snow Duration, NA HORZ(LL). 0.001 D
Des Ld: 47.00
EXP. C
Mean Height: 15.00 It
HORZ(fL)' 0 002 D - -
NCBCLL: 10 00 TCDL 4.2 psi
Code / Misc Criteria Creep Factor: 2.0
Soffit 000 BCDL 5 0 psi Bldg Code FBC 6th.ed 201 Max TC CSI: 0 161
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI- 0.090
Spacing: 24.0 " C&C Dist a: 3 00 It Rep Factors Used, Yes Max Web CSI: 0.000
Loc. from endwall: Any FT/RT:20(0)/10(0)
GCpi: 0 18 Plate Type(s),
VIEW Ver: 17.02.02A 1213 21WindDuration: 1.60 WAVE
Lumber
Value Set. 138 (Effective 6/1/2013)
Top chord 20 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "13B" 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.
p1 tn+Imrtrrrnn
1 100906000
0 0.7108
S T O "
tv
c
F
10
INIAA
fIrfI"II>
01/23/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reauire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition
a division of
TTN M
ti
li
Maximum
Reactions (Ibs) Loc
R / U / Rw / Rh / RL / W i
B244 /
71 /201 /• /50 /8.0 D 53 /
4 /40 /- /- /1.5 C:85 /
36 /47 /- /- /1.5 Wind reactions
based on MWFRS B Min
Big Width Req = 1 5 D i
Min Big Width Req = - C Min
Big Width Req = - Bearing B
is a rigid surface Bearing B
requires a seat plate. Members not
listed have forces less than 375# failure to
buildthe The'sui9bility ALPINE
mrrwcorvwr. 2400
Lake
Orange
Dr. Suite 150 Orlando
FL, 32837
more information see
Job Number: N330090
I Ply, 1 I
SEON. 10274 / T52 / JACK
I
Cusl: R R8975 JRef• 1 W7U89750056
TEEN BUILDIIR Oly: 4 FROM- JRH DrwNo' 022.18.1024.38574
Truss Label: CJ1L KM / DF 01/22/2018
Loading Criteria (psr)
TCLL 2000
TCDL: 17.00
BCLL: 0.00
BCDL: 10.00
Des Ld 47.00
NCBCLL' 10.00
Soft. 0.00
Load Duration 1 25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7.10
Speed* 150 mph
Enclosure, Closed
Risk Category, II
EXP: C
Mean Height: 15.00 it
TCDL: 4.2 psf
BCDL. 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a. 3 00 It
Loc. from endwall: Any
GCpi. 0.18
Wind Duration: 1.60
Value Set: 138 (Effective 6/1/2013)
Top chord 20 SP #2 N
Bot chord 20 SP #2 N
Lumber value set " 13B" 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
4
C
B
to
A
D
2X4(A1)
1'
i-
it
Snow Criteria (Pg,PI in PSF)
Pg: NA Cl' 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
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): 0 000 D
HORZ(fL)- 0 000 C
Creep Factor. 2.0
Max TC CSI: 0.159
Max BC CSI: 0.021
Max Web CSI: 0.000
Maximum Reactions (lbs)
Loc R /U /Rw /Rh /RL /W
B 189 / 85 / 172 / - / 25 / 8.0
D 8 /10 /15 /• /- /1.5
C -15 /25 /22 /- /- 11.5
Wind reactions based on MWFRS
B Min Big Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Beanng B is a rigid surface.
Bearing B requires a seat plate.
Members not listed have forces less than 375#
VIEW Ver: 17.02.02A.1213.21
01 /23/2018
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, shippig, installing and bracin/q. Refer to and follow the latest edition of BCSI (Building1SafeInformation, byY PI and SBCA safe ractices prior to perfo ming these functions Installers shall provide terhporaryrBGSIUnlessnotedotnerwise,top chord shall have pro rIv attached struqural shQathin and boltQrr hord shall have a properidceiling. Locations shown for ermanent lateral restr int bf webs shall hav braGn inI lied p r 8G 1 s6ctlons $3, B7 or B10yRe. Apply Dlates to each face, ofttruss and position as shown above and on tI a Joint9Details, un ess noted otherwise Refer to
60A-Z for standard plate positions.
a division of ITW B itddl1nat CCompon ntss Grouuu Inc. shell not be respponsible for any deviation from this drawin an failure to build the
cgnformance with /NSI/TPI 1, or or handhrtst shlupm , inst llabon and bracing QQf trusseesA eal on this dr wiXgg or cover pagge
this drawing indicates acceptance of pnroTessronar en Ineeringg re ponsibilitty solelV or the desl n shown. The suitability
ie of this drawing for any structure is [he responsibilit of the Build ng DesigtSer peIANSIITPI 1 5 c.2.
information see this lob's general notes page and these web saes. ALPINE: www.atpmeitw com. TPI• www.tpmst org: SBCA www sbeindustry com, ICC www.iccsaf
ALPINENE
Nm.o)wrw+
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N330090 Ply. 1 SEON: 10275 / T37 / SY42 Cusl. R R8975 JRef: 1 W7U89750056
TEEN BUILDER Oly. 1 FROM' JRH DrwNo: 022 18 1024.39277
Truss Label: FT1GE KM / DF 01/22/2018
Loading Criteria (psfl
TCLL 40.00
TCDL: 10.00
BCLL: 0.00
BCDL' 5.00
Des Ld. 55.00
NCBCLL 10.00
Soffit 2.00
Load Duration: 1 00
Spacing: 24 0 "
11"12 .3',9"4 5',1"4 6',$."7',9-4 ,
2
4"1 1XIS•8i 1'7'8'
Fl8
1'2"8
Fl8
17"B
rl8'
1'2"8'Fltr 81'2"8- 67"8
i
III 1.3.12
III1.5X3
15X3 =4X4 a3X6 =_06
A B C D E F G H I J K
T /
I
O / V R R P R 3X3 =4X6 11104
1.5X3 1111.5X3 1111.5X3 1111.5X3 1111.5X3 101.5X3 =04
1111.5X3
i 91 6•
Wind Criteria
Wind Std: ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height. 15.00It
TCDL: 4.2 psf
BCDL 3.0 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 02 SP 2400f-2.OE
Bot chord 4x2 SP #2 N
Webs 4x2 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Special Loads
Lumber Dur.Fac.=1 00 / Plate Dur Fac.=1 00)
TC: From 442 pit at 0 00 to 442 plf at 15.48
BC: From 10 pit at 0.00 to 10 plf at 15.48
TC: 1212 lb Cone Load at 15.38
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS.
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.
Snow Criteria (Pg.Pt to 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)/10(0)
Plate Type(s):
WAVE
i
15'7"4
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.026 J 999 360
VERT(R). 0108 J 999 240
HORZ(LL): 0 005 1 -
HORZ(TL): 0.014 1
Creep Factor, 2.0
Max TC CSI: 0.987
Max BC CSI: 0.588
Max Web CSI: 0 594
VIEW Ver 17.02 02A.1213.21
H.
9i
i o. 7.08 1
S AT O
06
NO
COA AL E
01 /23/2018
Maximum Reactions (Ibs), or'=PLF
Loci R /U /Rw /Rh /RL /W
V ii202 /3 /58 /- I- /7.2
V• :584 / 43 / 173 / - / - / 108
L 12747 / 107 / 789-
Wind reactions based on MWFRS
V I Min Big Width Req = 1.5
V Min Brg Width Req = -
L Min Big Width Req = -
Bearings V & V are a rigid surface.
Bearing V 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
I - J1 150 -1185 J - K 94 -662
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens Comp.
O-N 914 -111 N-M 1442 -184
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens Comp.
B - U 59 - 480 0-1 180 - 1497
C-T 76 -616 I-N 432 -62
D - S 67 - 585 N - J 68 .410
E - R 67 - 589 J - M 144 -1239
F - O 67 - 593 M - K 1248 -150
G - P 66 - 572 L - K 7 - 775
H - O 63 - 555 K - L 178 -1967
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabncatin9 hh ndlin9 shin in installing,and bracing. , Refer to and follow the latest edition of BCSI (Buildln99ComponentSafetyInformation, by_TPI ana S CA)1oi sat°gno, prior to performing these functions. Installers shall provide temporary _
bract n Der BCSI., Unless noted otherwlse,to chord shall have pro attached structural sheathing and bottom chord hall hav'.a rogerattachdrt91dceiltna. Locations shown for ermanent latgral restraint of w bs shall have bractnq installed per SCSI s6ctshall 3, 7 or B10y
as app Icabte. Apply Dtatgs to each face ofPtruss and postbon as shown above and on the Join`Details, unless noted otherwise. Refer to
A IPLNEdrawings16OA-Z I r standard plate positions.
Alpine, a division of ITW BUitdd1'ngg CComponents Group Inc shall not be regponsible for any deviation from this drawing,apy failure to build the ,r,,,wcu y y
truss in conformance with N1I 1 1, or or handling shiipin?. installatidn and bracing gftrusseesA teal on this dr wingg or cover pa 2400 Lake Orange Dr.
listing this drawing, indicates acceptance 9f proQessponalq en ineed responsibilittyv solelY tior the des n shoWn. The suiTability
and use of this i'awing for any structure is p e responsibility of the Building Desigrier perANSI1TPI 1 S$c.2. I Suite 150
For more information see thisjob's general notes page and these web sites ALPINE: www allieneft com. TPI: www. mst.or ; SBCA www 3ticindu3try com. ICC www iCesefe.org Orlando FL, 32837
Job Number: N330090
I Ply: 1 I
SEON. 10276 / T41 / SY42
I
Cust: R R8975 JRef• 1 W7U89750056'
TEEN BUILDtR Oty 5 FROM: JJP DrwNo' 022 18 1024.39448
Truss Label: FT2 KM / OF 0t/22/2018
Loading Criteria (psr)
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 "
6 91 i'
2'0"12 ,7 12
6,_
I
I
11- 312--I 2'6" TYP)
4X6
1
5X3 1111.5X3 A
B C D 1'
3"12 2'
5"8 --{ 4X4
III
1.5X3 =1.5X3 E
F G H jam
a
I
i ..
I
FAA •• I yy,II,\/ 1.
5X3 —"^" —"A" 1112X4 1112X4
15'
4"12 Wind
Criteria Wind
Std- NA Speed:
NA mph Enclosure-
NA Category:
NA EXP:
NA Mean
Height NA 0 TCDL'
NA psi BCDL.
NA psf MWFRS
Parallel Dist: NA C&
C Dist a: NA It Loc.
from endwall: NA I:
NA GCpi: NA Wind
Duration: NA Value
Set: 13B (Effective 6/1/2013) Top
chord 02 SP #2 N Bot
chord 02 SP #2 N Webs
4x2 SP #3 Lumber
value set " 13B" 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 3-10d Box or Gun
nails (0 128"x3",min.). Strongback material to be
supplied by erection contractor. Truss
must be installed as shown with lop chord up. Snow
Criteria (Pg,P1 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.12(0)110(0) Plate
Type(s): WAVE
Defl/
CSI Criteria PP
Deflection in loc Udefl U# VERT(
LL): 0.119 D 999 360 Maximum
Reactions fibs) Loc
R / U / Rw / Rh / RL / W O
840 / - / - / - / - / 7.2 VERT(
TL): 0 275 D 900 240 J 827 / - / - / - / - / 3.5 HORZ(
LL): 0.026 B O Min Brg Width Req = 1.5 HORZ(
TL): 0.043 B J Min Big Width Req = 1.5 Creep
Factor: 2 0 Bearings O & J are a rigid surface. Max
TC CSI 0.773 Bearing O requires a seat plate. Max
BC CSI: 0 779 Max
Web CSI: 0.433 Members
not listed have forces less than 375# Maximum
Top Chord Forces Per Ply (Ibs) Chords
Tens.Comp Chords Tens. Comp. VIEW
Ver: 17.02.02A. 1213 21 A-B 0 -571 E -F 0 -1910 B-
C 0 -1454 F-G 0 -1455 C-
D 0-1910 G-H 0 -571 D -
E 0 -1917 i
0. 7.08 1 o :•
SAT O Q COA
l NAL 01 /
23/2018 Maximum
Bot Chord Forces Per Ply (Ibs) Chords
Tens Comp Chords Tens. Comp P-
O 1130 0 M-L 1747 0 O-
N 1755 0 L -K 1130 0 N -
M 1917 0 Maximum
Web Forces Per Ply (Ibs) Webs
Tens.Comp. Webs Tens Comp A-
O 0 -821 M-F 461 0 A-
P 910 0 F -L 0 474 P-
B 0 -888 L-G 516 0 B-
O 514 0 G-K 0 888 O-
C 0- 478 K- H 907 0 C-
N 454 -5 H-J 0 773 WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire
extreme care in fabricating, handling shiDpin installing. and bracing.. Refer to and follow the latest edition of BCSI Building dSafetyInformation, by TPI pn9 SBCA) q safety
Rractices prior to performing these functions. Installers shall provide to porarryy r
BCSI., Unless noted olhermse,top chord shall have properly attached structural sheathing and bottom chord shall hav a propeA 4idceilinLocationsshownforermanentlateralrestraintbfwebsshallhavbraannslalledprBC51sectionsB3, 7 or B10Y ae. A .plgy Gtal s to each face o truss and position as shown above and on t ie aoint9details, un ess no otherwise Refer to 60A-Z for s enard plate positions. a
division of n
ri 1, or for n acceptance
any
sructure shall
from this drpwing a failure to buildthe 1 SealonthisdrawXgorVovs [ability r orthedesnshown. ANSI/TPI1ac.2. A IPL
NE iwnwcWrirn
2400 Lake
Orange Or Suite 150
Orlando FL.
32837
Job Number: N330090
I Ply' 1 I
SEON: 10277 / T38 / SY42
I
Cust: R R8975 JRef. 1 W7U89750056
TEEN BUILDER Oly 7 FROM' JJP DrwNo. 022.18.1024.38276
Truss Label: FT3 KM / DF 01/22/2018
T e
50
1e
69, 8'6"8 1511,18
6.9, 1.9"8 67'
4"g 1'3"12 1'3"12
F t'— 2.6.. —'i i.''i i— {' 2.5.,8 —'i
TYP)
4X6
1.5X3 1111.5X3 1111 5X3 =4X6
A B C D E F G H
kmvw1WAEWAr,' m
T.
1I
L\14
I
I
I of ilk
J. ...1. alp 0. N M L K
1.5X3 ="A"
1112X4
15'1"8
Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
TCLL 4000 Wind Sid NA Pg: NA Ct. NA CAT: NA PP Deflection in loc Udell L!# Loc R / U / Rw / Rh / RL / W
TCDL: moo Speed: NA mph PI: NA Ce: NA VERT(LL) 0.112 D 999 360 p 825 / . ! - ! - / - / 7.2
BCLL: 000 Enclosure NA Lu NA Cs NA VERT(TL). 0.239 D 999 240 1 825-
BCDL: Soo Category: NA Snow Duration NA HORZ(LL). 0.023 J - - P Min Big Width Req = 1.5
Des Ld: 55.00
EXP. NA
Mean Height: NA it
Code
0.037 B I Min Big Width Req = -
NCBCLL* 10.00 Code / Misc Criteria Creep Factor 2.0 Bearing P is a rigid surface.
TCDL NA psi Bearing P requires a seat plate
BCDL NA psfSoffit. 2.00 Bldg Code: FBC 6th.ed 201 Max TC CSI 0.652 g
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI 0 715
Members not listed have forces less than 375#
Spacing: 24 0 " C&C Dist a: NA it Rep Factors Used Yes Max Web CSI. 0,424
LMaximum
Top Chord Forces Per Ply (Ibs) oc
from endwall NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. 1•
NA GCpr NA Plate Type(s) Wind
Duration: NA WAVE VIEW Ver: 17.02.02A.1213.21 A - B 0 -559 E - F 0 .1844 Lumber
B-
C 0 -1417 F- G 0 -1418 C-
D 0-1845 G-H 0 -557 Value
Set. 13B (Effective 6/1/2013) D - E 0 -1851 Top
chord 4x2 SP #2 N Sot
chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Webs
4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp Lumber
value set "138" uses design values approved
1/30/2013 by ALSC O - N 1106 0 L - K 1699 0 N-
M 1706 0 K-J 1105 0 Plating
Notes M - L 1851 0 All
plates are 3X3 except as noted. Maximum
Web Forces Per Ply (Ibs) Additional
Notes Webs Tens.Comp. Webs Tens. Comp. 2x6 #
3 HEM -FIR or better continuous strongback. q .
p 0 -806 L - F 424 16 Attachtoeachtrusswhereshownwith3-10d Box or Gun
nails (0128"xY%min.). Strongback material to g111itltllprlr A - O 891 0 F - K 0 -456 be
supplied by erection contractor. n r' 49 Truss
must be Installed as shown with top chord up. ,rim, `'•` H. " B . N 495 0 G - J 0 869 0i` `
y •.•••••..•• 44 N-C 0 -459 J•H 888 0 1,
N •i•Cj E S . !..I
C -
M 417 23 H - I 0 802 i
s ; 0.7108 1 o ;
SAT O Q A
tC •
COA
kir$ 0A an 01 /23/
2018 IMPORTANT" FURNISH
THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS reqquire extreme
care In fabricating9, h ndlln9g, shipping, installing and bracing . Refer to and follow the la est edition of BCSI (Bulldin nen[ SafetyInformation, by TPI and S CA) fbr safety practices rior to performing these functions. Installers shall provide temporar 9 er BCSI.,
Unless noted olherwise,top chord shall have proper'attached structural sheathingg and bottom hord shall hav a properl c rlgld
ceilln Locations shown for rmanent lateral restraint i webs shall havebr8Cin9 ins shied per BC I sections 3, 7 or B10y able. ApCloy
Dlates to each face orruss and position as shown above and on the JoinrDetails, unless noted othervvlse. Refer to ALPINE 1s 160A-Z for standard plate positions. a division
of ITW Bt II 11ntt CCompon nts Group In .shall riot be responsible for any deviation from this drawin ally failure to build the M,, Cew, Boni rmance
with A 51lTPI 1, or tigor handllrfq shipping, Inst Ilatldn and bracing of trussesA seal on thig dr wirlg or cove page 2400 Lake Orange Dr. this SrawinindicatesacceptanceofpproesslonaenIneeringgreponslbltrsoleryNforthedesnshon. The suitability Suite 150 Ie ofthis iawing for any structure is 1Te responsibilit of the Buildng Desiglter pe/ANSIfI PI 1 S$c.2. inlormaeon see
Ifes)oD's general notes page and mesa web sites. _ALPINE _ www alpmedw coin, TPI, www Ipinst org, SBCA: wwwsbcindus .win ICC www iccaafs.o Orlando FL, 32837
Job Number: N330090
I Ply. 1 I $
EON, 10278 / T40 / SY42
I
Cusl' R R8975 JRef• 1 W71.189750056
TEEN BUILDER Oly. 7 FROM, JJP DrwNo' 022 18 1024 39182
Truss Label: FT4 KM / DF 01/22/2018
5'6" 6'10"4 14'8"12
r, 5,6„ '{' 1'4„4-
f- 7'1,0„8
TMP)
4X6 =4X4
1.5X3 =1.5X3
A B C D E F G
Loading Criteria (psr)
TCLL 40.00
TCDL: 10.00
BCLL: 0.00
BCDL: 500
Des Ld: 5500
NCBCLL: 10.00
Soffit: 2.00
Load Duration' 1.00
Spacing: 24.0 "
1.5X3
1112X4
14'8"12
Wind Criteria
Wind Sid NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP' NA
Mean Height: NA ff
TCDL: NA psi
BCDL: NA psf
MWFRS Parallel Dist NA
C&C Dist a: NA It
Loc. from endwall. NA
I NA GCpi: NA
Wind Duration. NA
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'12(0)/10(0)
Plate Type(s):
WAVE
Deft/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0 130 D 999 360
Maximum Reactions (Ibs)
Lot R / U / Rw / Rh / RL / W
0 !803 / - / - / - / - 17.2
VERT(TL): 0 247 D 939 240 1 1791 /- / - / - I - / 3.5
HORZ(LL): 0.017 J - Q Min Big Width Req = 1.5
HORZ(TL): 0 024 J I ' Min Brg Width Req = 1.5
Creep Factor 2.0 Bearings Q & I are a rigid surface.
Max TC CSI 0.541 Bearing Q requires a seat plate
Max BC CSI: 0.816
Max Web CSI: 0.410
Members not listed have forces less than 375#
VIEW Ver: 17.02.02A.1213.21
Lumber
Value Set 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 N
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "13B" 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 3-10d Box or
Gun nails (0128"x3",min ) Strongback material to Nluunurq,
be supplied by erection contractor. 10
Truss must be installed as shown with top chord up. H. PcEf•J.1'
0.708 1
o . SAT ..
ON A
RaMMMI"a"
01 /23/2018
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens. Comp
A- B 0- 540 D- E 0 -1722
B-C 0-1367 E-F 0 .1371
C-ID 0-1711 F-G 0 -539
Maximum Boll Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens. Comp.
P-O 1063 0 M-L 1717 0
0- N 1705 0 L- K 1658 0
N- IM 1711 0 K- J 1066 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens Comp.
A - 'Q 0 - 787 E - K 0 456
A - ,P 861 0 K- F 484 0
P- B 0- 829 F- J 0 837
B- i0 483 0 J- G 857 0
O-C 0 -572 G-1 0 738
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme Care in fa ncatin9 h ndlin shi ping installing,and bracing. _ Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and'S CA) f i sa ely practices prior to performing these functions. Installers shall provide temporary
bracin Der SCSI._ Unless noted olherwise,top chord shall have property attached structural sheathing and bottom hord shall have a properl
attach , Amid ceiling Locations shown for latgral restraintel webs shall have br Gnq installed per BC I sections Q3; 87 or B10Y
as app iCa a App y lac s to ach face, of truss and position as shown above and on the oinfDetails, unless noted otherwise. Refer to ALPINEdrawings160A-Z for sPandard pate positions.
Aluine, a division of ITW B itddl1'nctCCompon nt GrOuu In .,shall not be re;ponsiple for any deviation from this drawinsl an failure.10 build the µ„we,.
1cuss m conformance with N51liPl 1, or oriandnA s ilppinq, Installation and bracng of trussesA seal on thl dr8wir qq or over pa gge . 2400 Lake Orange Dr. listing this d awin indicattes acceptance of pro essionalq en sneering responsibilitv solelyy for the desl n shovdn. fThe sulCabflity Suite 150and9seofthis iawing for any structure is pe responsibilit of the Building DesigrSer perANSI/TPl 1 S$c.2.
For more inlormauon see this ob's neral notes a e and these weD a4es: ALPINE: www.el Ineltw wm; TPI: www t Inst or , SBCA www.abundus .wm• ICC: www lusale-WQ Orlando FL, 32837
Job Number: N330090 Ply. 1 SEON. 10279 / T4$ / SY42 Cust: RR8975 JRef: 1W7U89750056
TEEN BUILDER Oly. 1 FROM. JJP DrwNo' 022.18 1024 38917
Truss Label: FT4A KM / DF 01/22/2018
127"l2 14'8"12
5'6" 7'1"12 11'1"12
8" 17"8
5'6" S"
g gg
2'6" _-1 1'5"4 1'4"8.".l 1i-
TYP)
3X6 III 1.SX3
a 1.5X3 =3X4 1111t5X3 a 1.5X3
A B C D E F G H I
T e
c 1
1 .Lo tsz
j'jT S R 0 P O M L K
a t 5X3 as 3X4 Olt SX3 III 1.5X3 a 3X4 1112X4
1112X4
11'1"8 (3'7"4
t 14'8"12
Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf to PSF) Defl/CSI Criteria Maximum Reactions fibs)
TCLL. 40.00 Wind Std. NA Pg: NA Ct' NA CAT' NA PP Deflection in loc Udell U# Loc R I / U / Rw / Rh / RL / W
T 609 / - / • / • / - / 7 2TCDL' 10.00 Speed: NA mph Pit NA Ce. NA VERT(LL). 0.069 C 999 360
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(fL): 0.151 C 999 240 N 815 / - / - I - / - / 3.5
BCDL. 5.00 Category NA Snow Duration: NA HORZ(LL)' 0 017 B - - K 2511 / 36 / - / - / - / 3 5
Des Ld: 55.00
EXP. NA HORZ ) L ' 0 026 B T Min B qWidthRe 1.5
Code I Misc CriteriaNCBCLL10.00
Mean Height: NA ft
TCDL: NA psi Creep Factor: 2.0 N Min' Brig Width Req = 1.5
K Min Brg Width Req = 1.5
Soffit: 200 BCDL: NA sfP Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.511
Bearings T, N, 8 K are a rigid surface.
Load Duration: 1.00 MWFRS Parallel Dist. NA TPI Std: 2014 Max BC CSI: 0.715
BearinglT requires a seat plate.
Spacing: 24.0 " C&C Dist a NA ft Rep Factors Used Yes Max Web CSI: 0.293
Loc from endwall: NA FT/RT: 1 2(0)/l 0(0) Members not listed have forces less than 375#
I: 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 tTens Comp. Chords Tens. Comp.
Lumber A-B 0 -385 C-D 0 -972
Value Set' 13B (Effective 6/l/2013) B - C 0 -891 D - E 0 -683
Top chord 4x2 SP #2 N
Bot chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens Comp Chords Tens. Comp.
Lumber value set "l3B" uses design values
approved 1/30/2013 by ALSC S - R 761 0 P - O 968 0
R-0 974 0 O-N 413 0
Plating Notes 0 - P 972 0
All plates are 3X3 except as noted
Maximum Web Forces Per Ply (Ibs)
Additional Notes Webs Tens.Comp Webs Tens Comp
2x6 #3 HEM -FIR or better continuous strongback.
A - T 0 - 592 D - O 0 458Attachtoeachtrusswhereshownwith3-10d Box or
Gun nails (0128"x3",min ) Strongback material to Mtpfr1111 if1u
A - S 1 616 0 O - E 432 0
be supplied by erection contractor. AM r,,, S - B 0 -597 E - N 0 -697
y
Truss must be Installed as shown with top chord up. GE ••S / ., Y`
0.7108 1
aZ SAT O
e 4 c
1 .
ib ypd`` COA
01 /23/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatin , h ndling, shlupin , installing,and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, byY TPI an S CA) far safety ractices prior to performing these functions. Installers shall provide terhporp%
biotin Ger B SI noted olnerwise,top chord shall have property attached structural sheathing and bottom hord f hall have a proleUnlessattachdrigidceillnLocationsshownforermanentlateralrestrlntOfwebsshallhavebraaanqinstalledpfrBCIsecbonsQ3, B7 or B10YasappIcae. Ap iy plates to each face o truss and position as shown above and on the Join Details, un ess not otherwise. Refer, to
drawings 160A-Z fgr standard plate positions. ALPINEAlpine, a division of ITW BuUitddl1ncQLCComponssnts G?uu In% shall not be responsible for any deviation from this drawin apY failure to build the ,,,,,w,,
truss InCp of rmance wdh AN51lfPl 1, or for hanohri shI pin , mst Ilabon and bioting pf trussesA eat on thi dr winq or over page,, , 2400 Lake Orange Dr. listing this rawin indicates acceptance of prol'ess ona en neerin responsibility solely t or the des n shown. oThe suiAbillty Suite 150isethisrowingistheDesigtllterANSUTPI1andooranystructurearesponsibilityofulldingpec.2.
For,more information see this ob's general notes page and these web sites ALPINE: www al inedw.com, TPI www t 'nst.or , SBCA. www.sbdndus .com: ICC: wwwJ=afe or Orlando FL, 32837
Job Number: N330090 I Ply. 1 I
SEON- 10280 / T28 / SY42
I
Cust: R R8975 JRef 1 W7U89750056
TEEN BUILDER Oly: 1 FROM, JJP DnvNo. 022.18.1024.38433
Truss Label: FT5GE KM / DF 01/22/2018
T le
m
1 1e
1'7"12
1'7"12
17„ —+_ 1'4" --
TYP)
3X4 1113X3
ABC 14'8"
12 13'1"
1112X4 III2E4
1112FG4 11124 1112H4 III2X4 IM2X4 OK L M 3X3 - - - -
lip 147'41
14'8"
12 Loading Criteria (
psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (lbs), or'=PLF TCLL: 4000 Wind Sid, ASCE
7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R; / U / Rw / Rh / RL / W TCDL. 10.00 Speed: 150
mph Pf. NA Ce: NA VERT(LL): 0 001 B 999 360 Y' 446 / 32 / 31 /- / - / 175 BCLL: 0.00 Enclosure: Closed
Lu: NA Cs, NA VERT( L): 0.003 B 999 240 Wind reactions based on MWFRS BCDL: Soo Risk Category: II
Snow Duration: NA HORZ(LL)..0.000 B - - Y Min Brg Width Req = - EXP. C HORZ : 0 000
B Bearing Y is rigid surface Des Ld' S5 00 (TL) g a g Mean Height 15 00 R
Code / Misc Criteria Creep Factor:
2.0 NCBCLL: 10.00 P TCDL' 4 2 psi Membersnotlistedhaveforces less than 375# Soffit: 2.00 BCDL: 30sfBldgCode: FBC 61h.ed 201 Max TC CSI 0 828 P Maximum Gable Forces Per
Ply (Ibs) Load Duration: 1.00 MWFRSParallelDist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0 038 Gables Tens.Comp Gables Tens
Comp Spacing: 24.0 " C&C
Dist a 3.00 It Rep Factors Used, Yes Max Web CSI: 0.141 Loc from endwall: Any FT/
RT:20(0)/10(0) X - B 100 -742 G - S 69 -586 GCpr 0.18 Plate Type(
s): C - W 69 - 544 H - R 69 - 587 Wind Duration: 1.60 WAVE
VIEW Ver: 17 02 02A 1213.21 D - V 70 - 596 1-0 70 - 583 Lumber -585 J - P 81 -
603
F - T 69 - 587 K -
0 69 - 516 Value Set 138 (Effective 6/
1/2013) Top chord 4x2 SP #2
N Bot chord 4x2 SP #2
N Webs 4x2 SP #3 Lumber
value set "13191" uses
design values approved 1/30/2013 by
ALSC Bracing Sheathing is required for
any
longitudinal(drag) forces. All connections to be
designed by the building designer Special Loads Lumber Our
Fac.=
1 00 /
Plate Our Fac =1.00) tUq+eunnirru TC: From 440 plf at
0 00 to 440 pit at 1448 BC: From 10 plf at
0.00 to 10 plf at 14.60 Plating Notes ••`•`GE S••• ` All
plates are 1 5X3
except as noted 3 •• V F '; ,'i Wind = : 0.7108 1
Wind
loads based on MWFRS
with additional C&C = member design. Left cantilever is
not exposed
to wind ; t t SAT O Additional
Notes
L P ;Poo*
e See ANSI/TPI1 Sect7foradditionalbracing ;' ` • c requirements. Bracing material to be
supplied by ••` ••r•••.•' 9 erection contractor. r A
GN
Truss must
be installed as
shown with top chord up. COA eQNAi. b111111p11tils 01 /23/2018 WARNING"
READ
AND FOLLOW ALL
NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO
ALL CONTRACTORS INCLUDING THE INSTALLERS Trussesr Ul xtreme care in
fabricatingg, hhandling ship in installing.and bracin Refer to and follow the latest edition of BCSI (fBuilding Component Safey Information, by TPIandSBCA) rot safep 0iactices prior to performing these functions Installers shall provide terhporary bracin uer BCSI., Unless noted
oUlerwise,top chord shall have properly attached structural shgathin9 and bottom hord shall have a pro errlly attach d rigid ceilin Locations
shown for permanent lateral restr8int bf webs shall have bragnq installed pfr Bc l actions 83, B7' or 10 as app IS e. Appy, Plates to ach face, of truss and position as shown above and on the Joml Details, un ess note otherwise. Refer to ALPINE drawings 160A-Z for standardpPfatepositionsAlpine, a division of ITW
Bt1IIdd11'ncct CCompon nts Gr u Inc shall not be responsible for any deviation from this drawin a(1Z failure to build the .rmvcow.x+ 11cuss in cgnf4rmance with AN51lfPl
1, or or an II s1 shippin ,Installation and brawny of trussesA eal on this dr wl a or coverlpa9e , 2400 Lake Orange Dr. listingg this prawing indicates acceptanceofproTessionalqenineerinyresponsibilitysolelrtiorthedesinshovan. The suiTability Suite 150 and Ose or this ddrawingforanystructureistheresponsibility01thebuildingDesignerpeANSIITPI15$c.2. For more mlorrnabon see this'
b's nerel notes a e and U1ese web artes• ALPINE: www al me Nv tom, TPI. www.t mst.or :SBCA www sbcindtrs Wm; ICC: www.ictsale org Orlando FL, 32837
Job Number. N330090 Ply: 1 SEON. 10281 / T39 / SY42 Cust• R R8975 JRel: 1 W7U89750056
TEEN BUILDER Oly. 3 FROM: JJP DiwNo' 022 18.1024.39073
Tn:ss Label: FT6 KM / OF 01/22/2018
5'6" 7'10"4 i 14'5"12
5'6" 2'4"4 6'7"8
f 2'6"
NP)
4X6
1.5XA3
T 51e
50
1 1
Loading Criteria (psq Wind Criteria
TCLL: 40.00 Wind Sid. 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
I: NA GCpi NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 02 SP #2 N
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "1313" 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 3.1Od Box or
Gun nails (0128"x3",min.). Strongback material to
be supplied by erection contractor.
Truss must be installed as shown with top chord up.
1i— 312'i
1111 5
C D
Snow Criteria (Pg,PI in PSF)
Pg: NA CC NA CAT- W
Pf. NA Ce. NA
Lu. NA Cs NA
Snow Duration. NA
Code / Misc Criteria
Bldg Code FBC 6th ed
TPI Sid. 2014
Rep Factors Used: Yes
FT/RT 12(0)/10(0)
Plate Type(s):
WAVE
14'5"12
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.150 D 999 360
VERT(TL): 0.330 D 693 240
HORZ(LL): -0.023 G -
HORZ(TL): 0 037 G
Creep Factor: 2.0
Max TC CSI. 0 884
Max BC CSI: 0.788
Max Web CSI: 0.400
VIEW Ver 17.02 02A 1213 21
i
0.7108 1
a SAT O Q
COAe QNAI.
01 /23/2018
06
G
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
O1 789 I- /• /• /- /7.2
H, 789/-
O' Min Brg Width Req = 1.5
H I Min Brg Width Req = -
Bearing O is a rigid surface.
Bearing O 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- 527 D- E 0 -1660
B-C 0.1339 E-F 0 -1339
C-D 0 -1665 F-G 0 -526
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens Comp
N= M 1038 0 K- J 1584 0
M ,- L 1661 0 J- 1 1049 0
L , K 1665 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens Comp.
A= O 0- 773 E- J 0 390
A; N 841 0 J- F 460 0
N-B 0 -811 F-1 0 831
B=M 479 0 I-G 838 0
M'• C 0- 585 G- H 0 763
IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
9guire extreme wfe in fa ricatin , handlin shi
pinta' nstalling and brawn Refer to and follow the latest edition of BCSI (Building
S fety Information, by TPI an SBCA) f'r safety icesSIUnlessnotdoherwise,top chord shall havpropetdceilinLotonshownforermanentlterastraintbfwebsshallhavebraGnainstalledperBCIsections133, 7 or 810,
8e. Apptgy Dtat s to each face 0 ttruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
60A-Z for stan ard plate positions.
of ITW Building Components Group Inc. shall not be responsible for
ALPINENE
r1 rl 1, or Tor n
acceptance
any structure
www aiomeaw corn: TPI
wnwcowrwr
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N330090 Ply: 1 SEON: 10282 / T15 i / SY42 Cush R R8975 JRef• 1 W7U89750056
TEEN BUILDER Oty: 1 FROM. JJP DrwNo' 022 18 1024 39995
Truss Label: FT7 KM / DF 01/22/2018
7'104 14'5"12
2.4"4 67'8
1'3"12
TYP)
3X6
1.5X3 1111.5X3 3X6
A B C D E F G
T Ie
50
O N M L K J I H
1.5X3 =3X4 IH1.5X3 III3X4 1112X4
1112X4
I
r 6'1" i8'4"1 z
14'5"12
Loading Criteria (psn Wind Criteria Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std: NA Fig: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh I RL / W
O 620 / - / - / - / • / 7.2TCDL1000Speed: NA mph Pf. NA Ce NA VERT(LL) 0.141 D 692 360
BCLL: 000 Enclosure NA Lu NA Cs' NA VERT(TL). 0.315 D 428 240 L 288 / - / - / - I • / 8.0
BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL)- -0 023 G - H 671
Des Ld: 55.00
EXP. NA HORZ . 0.037 GlTL) O Min B Width Re 1.5q =
Code I Misc CriteriaNCBCLL1000
Mean Height: NA It
TCDL: NA psi Creep Factor, 2 0 L Min Brg Width Req = 1.5
Soffit: 2.00 BCDL. NA psi Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.747 H Min Br Width Reg q i "
Load Duration 1 00 MWFRS Parallel Dist: NA TPI Std. 2014 Max BC CSI. 0 798 Bearings O 8 L are a ngid surface
Bearings O 8 L require a seat plate
Spacing: 24.0 " C&C Dist a. NA It Rep Factors Used: Yes Max Web CSI. 0.324
Loc. from endwall: NA FT/RT 12(0)/10(0) Members not listed have forces less than 375#
I: 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 -387 D-E 0 -1115
Value Set: 13B (Effective 6/1/2013) B • C 0 •941 E - F 0 -1063
Top chord 4x2 SP #1 C • D 0 -1117 F - G 0 -427
Bot Chord 4x2 SP #1
Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "l3B" uses design values Chords Tens Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC
N-M 759 0 K-J 1190 0
Plating Notes M- L 1122 0 J• 1 859 0
All plates are 3X3 except as noted. L - K 2233 0
Additional Notes Maximum Web Forces Per Ply (Ibs)
2x6 #3 HEM -FIR or better continuous strongback Webs Tens.Comp. Webs Tens. Comp
Attach to each truss where shown with 3-10d Box or
Gun nails (0.128"xW,min.). Strongback material to tplumyr
hr
A - O 0 -605 M - C 143 - 502
Ibesuppliedbyerectioncontractor.
P( ,
618
N 590 I 681
68
B 0
Truss must be installed as shown with top chord up B . M 407 - 29 G . H 0 -641EH
34S'N`vv•o \> Sic .,•
i o. T08
a
S
COA epaa, ANAL
01 /23/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating h ndling shiupin installing.and bracing.. Refer to and follow the la}est edition of BCSI (BuildingComponentSafetyInformation, byY TTPI an S CA) ra) safety ractices prior to performing these functions. Installers shall provide te9porary
bracin999 ppper BCSI .Unless noted olherwise,top chord shall have property attached structural sheathing and bottom hord shall have a pro2er0ry
attach8a rad ceilm Locations shown for ermanent lateral restraint bf webs shall hav braacing9 installed pfr BG I sections ¢3! B7 or B1
as app ica e. App y DD at s to each face, o truss and position as shown above and on tI JoinrDetails, un ess noted otherwise. Refer to
drawings 160A-Z for stan ard plate positions. ALPINE
Alpin a division of ITW BUilddi1ng om onentSS G?0uDD In, .,shall not be responsible for anydeviation from this dr wiflg any failure to build the
trrlss in nformance AN51lt 1 1, r for handling installation bracing f lrussesA this Crawinq overwithshiDpina, and teal on or
listing this drawin indicates acceptance of prolessione en sneering responsibflitt solelryy for the desiign shown.
ise this awing for is >Plie the Desigrier 1 5$c.2.
pagge 2400 Lake Orange Dr.
r
he suitability 2400 Lake
SuiteOrland150andofanystructureresponsibilitofBuildingpeYANSI/fPI
For more information see this ob's eneral notes a e and these web sites: ALPINE. www.al 'nedwxom: TPI: www.l inst.or ; SBCA: www.slxwndus com:,ICC: cow Jmsafe o FL, 32837
Job Number: N330090
I Ply. 1 I
SEQN: 10283 / T30 / SY42
I
Cust R R8975 JRef 1 W7U89750056
TEEN BUILDER Qly. 2 FROM: JJP DrwNo: 022.18.1024.38604
Truss Label: FT8 KM / DF 01/22/2018
1271
N 7'1"12 11'1"12
1
1 1 y9"121 7"6
p
5.6.. 1'7"12 4' g
2.6- 1.5"4 -'+` 1.4^6
TYP) I
03X4 III1.5X3
1a;5ABCD3E4
w4FCH 6 11115= X3X4 T • to
III
SX30n
IS
R
Q III1.5X3 1111.5=
X3 3X4 =_44X4 !4XK 4 4 1112X 1
1174 3'2" -- 1t
i- 14'5"
4 -
Loading
Criteria (psq Wind Criteria
TCLL: 4000 Wind Std: NA
TCDL. 10.00 Speed. NA
mph BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
Des Ld 5500 EXP. NA
Mean Height: NA
it 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 R Loc. from endwall: NA I:
NA GCpi: NA Wind
Duration. NA Lumber Value
Set: 13B (Effective
6/
1/2013) Top chord 4x2 SP #2
N Bot chord 4x2 SP #1
Webs 4x2 SP #3 Lumber
value set "138" 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 3-10d Box or Gun nails (0.128"x3",
min.). Strongback material to be supplied by erection contractor
This truss spaced @ 24.
0" oc supports additional concentrated load at right end
from 9 00' stud wall 13 75 PSF) supporting 0.
0-0 roof spans with 0-0.0 overhang. Roof load: 20 00
psf LL and 7.00 psf DL Truss must be installed as
shown with top chord up. Snow Criteria (Pg,Pf in
PSF) Defl/CSI Criteria Malilmum Reactions (Ibs) Pg NA Ct. NA CAT.
NA PP Deflection to loc Udell U# Loc R / U / Rw / Rh / RL / W Pf• NA Ce, NA VERT(
LL) 0 080 J 504 360 S 523 / - / - I - / - / 7 2 Lu, NA Cs NA VERT(
TL) 0 214 J 324 240 M 1340 / - / - / - / - / 3 5 Snow Duration: NA HORZ(LL).
0.025 1 - S Min Brg Width Req = 1.5 HORZ(fL). 0.045 1
M Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor
2 0 Bearings S 8 M are a rigid surface. Bldg Code: FBC 6th ed
201 Max TC CSI: 0 886 Bearing S requires a seat plate. TPI Sid. 2014 Max SC
CSI. 0,901 Members not listed have forces
less than 375# Rep Factors Used: Yes Max
Web CSI: 0.396 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.
02A.1213.21 B - C 8D - 681 E - F 920 0 C- D 248 -640 F-
G 383 0 D • E 510 - 230 S+
i NtD.708 1 /
ot• SAT
O :: COA #0
i NAt 01 /
23/2018IMPORTANT" FURNISH
THIS DRAWING TO
ALL CONTRACTORS INCLUDING THE and these web sites Maximum
Sot Chord Forces Per
Ply (Ibs) Chords Tens.Comp Chords Tens.
Comp R - Q , 627 - 4 O -
N 632 - 256 Q - P 647 - 242 N -
M 34 - 711 P - O 640 - 248 M -
L 0 - 868 Maximum Web Forces Per Ply
fibs) Webs ; Tens Comp. Webs Tens.
Comp A- S 0- 504 E-
M 0 834 A- R 505 0 M-
F 0 687 R-B 10 -494 F-
L 749 0 D-N 0 -731 K-
1 0 523 N - E 609 0 INSTALLERS
the latest edition of
SCSI (
Budding Installers shall provide terhporparr bott
BGI oser ttions 3vB700810; inn lessnot otherwise. Refer
to n this drawtng an failure
to build the at on thrg drawi; or
cover pa ¢ Lthedesignshown. The sui9bility ALPINE INE
w+nwaowu+r
2400Lake
Orange Dr. Suite
150 Orlando FL, 32837
Job Number: N330090
I Ply. 1 I
SEON. 10284 / T36 / SY42
I
Cust: R R8975 JRef. 1 W7U89750056
TEEN BUILDER Oly: 1 FROM. JJP DnvNo, 022.18.1024.39385
Truss Label: FT9 KM / DF 01/22/2018
5'6" 7'6" 10'3" 12'4" 8 14'
5'6" 2' 29„ 2,1"8 1,T,8
1'3" 12 1 1'3" 12 1'3"12
TYP)
3X6
15X3 1111.5X3 =4X4 11115X3 1111.5X3 =3X4
A B C D E F G H
1W
9`
0110,11 1wli_ i M j M ir/A0FAN im! 4 F.
vPONMLvK J I
01.5X3 =3X4 1111.5X3 =4X4 1112X4
1112X4
I
T11' 7 2711 --t- T41"15 —
i
r 14' I
Loading Criteria (psr) Wind Criteria
TCLL: 40.00 Wind Std: NA
TCDL 1000 Speed NA mph
BCLL 000 Enclosure: NA
BCDL. 5.00 Category: NA
DDes Ld 55.00
EXP: NA
Des .
00
Mean Height: NA it
NCBTCDL: NA psi
Soffit: 2.00 BCDL: NA list
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing 24 0 " C&C Dist a: NA ft
Loc from endwall NA
I: NA GCpi- NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 02 SP #2 N
Bot chord 4x2 SP #2 N
Webs 4x2 SP #3
Lumber value set "1313" 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 3-10d Box or
Gun nails (0.128"xT%min.) Strongback material to
be supplied by erection contractor.
Negative reaction(s) of -228# MAX. from a non -wind
load case requires uplift connection. See Maximum
Reactions.
Truss must be installed as shown with top chord up
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W
Ph NA Ce: NA VERT(LL): 0 095 M 913 360 P 610 / - / - / - / - / 7.2
Lu NA Cs NA VERT(TL) 0 192 M 640 240 L 165 / 228 / - / - / - / 11.3
Snow Duration, NA HORZ(LL)- 0 024 B - K': 682 / - / - / - / - / 11.3
HORZ(TL). 0.035 B 1 304
Code / Misc Criteria Creep Factor, 2 0 P Min Big Width Req = 1.5
Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.561 L Min Big Width Req = 1 5
TPI Std 2014 Max BC CSI 0.722 K Min Big Width Req = 1.5
Rep Factors Used. Yes Max Web CSI: 0.341
1 Min Brg Width Req = -
Bearings P, L. & K are a rigid surface.
FT/RT:12(0)/10(0) 12(0) 1 Bearings P, L. & K require a seat plate.
Plate
WAVE VIEW Ver: 17 02 02A.1213.21 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens Comp Chords Tens Comp.
A!-B 0 -386 C-D 0 -952
B!- C 0 -892 D- E 0 - 942
MH•
rrr''
14NSa , F .
o. i48 1
T O
COA t10Trp/yd`y
01 /23/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Comp Chords Tens. Comp.
O- N 765 0 M- L 952 0
N1- M 956 0 L- K 575 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A.P 0 -592 L -E 715 0
Ai-O 617 0 E-K 0 -642
O,-B 0 -601
IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qquire extreme care in fabricating, handling shippin ingtalling,and bracing. Refer to and follow the latest edition of BCSI (BuildinglSafetyInformation, by TPI an SBCA) f r safety Practices prior to performing these functions Installers shall provide tempura
r BGSI.. Unless noted o herwise,top chord shall have pro l attached structural sheathing and bottom hord Shall have a properrYNg9irlceilingLocationsshownforermanentlat6ralrestrintbfwbsshallhavebraacingainstalledprraSIsectionsB3, B7 or 810aa. Apply Plates to ach face, of°truss and position as shown a€ove and on the JoinfDetails, unless noteo otherwise kefer to
ALPINE60A-Z for standard pate positions.
vision of ITW B 1ildl'nac CCom nsnts GT Inc shall npt be resDonsi le for an deviation from this dr win ,an failure to build the winvoformancewithAN11/TPI 1 for handurfa shinpino, installation and bracinu yof trussesA seat on thi$ dr wiXq or cover page , , 2400 lake Orange Dr. drawing indica es acceptance of proTessionar en ineed resgonsibiliri soV for the design shown. I7he suitabrhty Suite 150dtitheBftrfr' Se > this rawing or any structure s e responsibili of the uildi g Desig er pe ANSI/TPI 1 c.2.
s..,..............r....................... ...w .r........w..... wr.... ........r................ to .................. core Orlando FL. 32837
Job Number: N330090 Ply: 1 SEON: 10285 / T45 / SY42 Cust R R8975 JRel, 1 W7U89750056
TEEN BUILDER • Oly. 1 FROM, JJP DrwNo: 022.18.1024 39825ITrussLabel: FT10 KM / DF 01/22/2018
5'6" 7'6" 10'4"8 12 3
5'6" 2' 2'10"8 1.10 +
TYP)
a 4X4
1.5X3 1111.5X3 11115X3 =3X6
A B C D E F G H
T Ie
CD
1 erN/\A1 N.\. I&M
1 O P O N M LI'l K J I
a 1.5X3 1111 5X3 III 1.5X3 3X4
1112X4
8' 11 "4 5'0" 12 -i
14'
Loading Criteria (psq Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std. NA Pg• NA Ct NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W
O 546 I - / - / - / • / 7.2TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL) 0.132 C 771 360
BCLL 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL) 0.253 C 531 240 L 616 I - / - / • / • / 8 0
BCDL: 5.00 Category NA Snow Duration: NA HORZ(LL). 0.037 B - - 1 377 / - / • / - / - / -
Des Ld 55.00
EXP NA HORZ L . 0.055 B O Min Br Width Re 1 5gq
Code I Misc CriteriaNCBCLL 10.00
Mean Height: NA rig
TCDL. NA psi Creep Factor 2 0P L Min Brg Width Req = 1.5
Soffit: 2.00 BCDL: NA sfD Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.928 1 Min Brg Width Req = -
Bearings O & L are a rigid surface
Load Duration: 1.00 MWFRS Parallel Dist, NA TPI Std: 2014 Max SC CSI. 0.975
Bearings O 8 L require a seat plate.
Spacing: 24.0 " C&C Dist a: NA R Rep Factors Used. Yes Max Web CSI: 0.255
Loc from endwall NA FT/RT-12(0)/10(0) Members not listed have forces less than 375#
I: NA GCpi NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration NA WAVE IVIEW Ver• 17.02.02A 1213 21 Chords Tens.Comp. Chords Tens. Comp.
Lumber B-C 0 -734 C-D 0 -701
Value Set: 13B (Effective 6/1/2013)
Top chord 02 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 4x2 SP #2 N Chords Tens Comp. Chords Tens. Comp
Webs 4x2 SP #3
Lumber value set "138" uses design values P - O 666 0 N - M 701 0
approved 1/30/2013 by ALSC O - N 708 0 M - L 694 0
Plating Notes Maximum Web Forces Per Ply (Ibs)
All plates are 3X3 except as noted. Webs Tens Comp. Webs Tens Comp.
Additional Notes A- O 0 -527 D- L 0 -686
2x6 #3 HEM -FIR or better continuous strongback.
A - P 535 0 J - H 447 0
P - B 0 - 526 H - 1 0 380Attachtoeachtrusswhereshownwith3-10d Box or
Gun nails (0.128"xT%min ) Strongback material to M111+rr111urrr r
be supplied by erection contractor.w
Truss must be installed as shown with top chord up •.... All, PGE
0.708 1 '
o't• S T O ,; fcr ,.
COA #oAL,`r`
01 /23/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shippin ingtalling,and bracing , Refer to and follow the latest edition of SCSI (BuildingPracticesComponentSafetyInformation, by TPI an a SBCA) fb) safety prior to performing these functions. Installers shall provide
bracin Der BCSI. Unless not olherwise,top chord shall have properly attached structural sheathing and bori2m chord shall
tempora
have a prope
attach rl r1sfid ceiling Lovations shown for permanent latgral restraint bf webs shall have braGnq ns[elled p r BCSI sections 93, B7 or B1 , Referasapplcalrie. Apply Dlates to each face, of truss and position as shown above and on the Join`etails, unless noted othenvlse.
drawings 160A•Z for standard plate positions.
to
A LPI N E
At InP„ a division of ITW Bt ildl1'ncct CCompongntS GrOyu Inc. shall not be respponsible for any deviation from this drawing art failure to build the .1,mvrnwrrrr
ttruss in nformance with AN51/TPI 1, or for handlin shiDpinq, inst IlatiOn and bracing gf,trussesA eal on this drBwiXg or cover pa e , , 2400 Lake Orange Dr. listing this drawing indicates acceD ance of Pro$ess onalq en ineennq responsibilittyv solelryy or tthe desi n shown. The suiTability Swte 150andfiseofthisdrawingforanystructureismeresponsibilitoftheBuildingDesigrSerpefANSIlfPI15c.2.
For more mformaiion see thisob's enerel notes a e and Inese web sites ALPINE www al meiNv.tom TPI: www msi or SBCA www sbGndusr .com ICC www.iccsale. DnandO FL, 32837
Job Number N330090 Ply: 1 SEON. 10286 / T34 / SY42 Cusl• R R8975 JRef: 1 W7U89750056
TEEN BUILDER Oly. 1 FROM. JRH DrwNo: 022.18.1024.38588
Truss Label: FT11 KM / DF 01/22/2018
gg g
5'6" 7'6" 9'
8"8
117
2.6" 1'4-8
TYP)
4x4 03x4(•• 13X3015X3as3X3 3X3 103X6 1113X6 A
B C D E F G H T
11hN r
T
V6
P
O N M L K J 3115X3
e3X3 =
3X3 1115X3 101.5X3 a3X3 1113X4 I
1115X3
112X4
6'
11"4 27.12 --i 117'
Loading
Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL
4000 Wind Std: NA Pg: NA Cl: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W P
569 / • I - / - /_ / 7.2 TCDL: 1000 Speed- NA mph Pf: NA Ce: NA VERT(LL), 0.112 C 911 360 BCLL:
0.00 Enctosure: NA Lu: NA Cs- NA VERT(TL). 0.216 C 644 240 K 365 I • / - / - / . / 8.0 BCDL-
5.00 Category: NA Snow Duration: NA HORZ(LL)' 0 030 B - - G 411 / • / - / - / - / 3.0 Des
Ld: 55.00 EXP-
NA HORZ L 0 043 B T )• P Min Br Width Re 1.5 gq = Code /
Misc Criteria NCBCLL' 1000 Mean
Height: NA It TCDL
NA psf Creep
Factor, 2.0 K Min Brg Width Reg = 1.5 Soffit
2 00 BCDL: NA psf Bldg Code: 61h.ed 201 Max TC CSI: 0.8
G
Min Br Width Re 1.5 Bearings
P, K, & G are a rigid surface. Load
Duration 1 00 MWFRS Parallel Dist, NA TPI Sid 2014 Max BC CSI: 0.871 71Bearings
P 8 K require a seat plate. Spacing
24.0 " C&C Dist a NA R Rep Factors Used. Yes Max Web CSI 0 269 Loc.
from endwall: NA FT/RT:12(0)/10(0) Members not listed have forces less than 375# I:
NA GCpi: NA Plate Type(s) Maximum Top Chord Forces Per Ply (Ibs) Wind
Duration: NA I WAVE VIEW Ver. 17.02.02A 1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber
B- C 0 -790 E- F 0 -404 Value
Set: 138 (Effective 6/1/2013) C - D 0 -793 F - G 0 -377 Top
chord 4x2 SP #2 N D - E 0 - 403 Bot
chord 4x2 SP #2 N Webs
02 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber
value set "13B" uses design values Chords Tens.Comp Chords Tens. Comp approved
1/30/2013 by ALSC O-
N 701 0 L-K 785 0 Plating
Notes N- M 798 0 K- J 392 0 1
plate(s) require special positioning. Refer to M - L 793 0 scaled
plate plot details for special positioning requirements.
Maximum Web Forces Per Ply (Ibs) Webs
Tens.Comp. Webs Tens. Comp. Additional
Notes 2x6 #
3 HEM -FIR or better continuous strongback. MtnrlrmWr4ap A - P 0 - 550 D - K 0 - 676 Attach
to each truss where shown with 3-1 Od Box or fl
A -
O 564 0 J - G 562 0 Gun
nails (0.128"x3",min.). Strongback material to `p.,v' . / 'ix O - B 0 -552 be
supplied by erection contractor ``rI•••..••""'••.•• '' Sr` •.• Trussmustbeinstalledasshownwithtopchordup.ot :• GE r
1
4•
t• S T O • PFSS`
rr...••Nv COA
N f,#®rp 0 •a 01 /
23/2018 WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses
require extreme care in fabricating h ndling, shi ping installing•and brags .. Refer to and follow the latest edition of BCS I ffBuildinpr1 Component
Safety Information, by TPI ane S CA) r8r safety practices prior to performing these functions Installers shall provide terhporarV bracts
per BCSI. Unless noted o herwise,top chord shall have pro el attached structural sheathing and bottom chord shall hav a pro errlly attachrln_gid ceiiinaq. Locations shown forfpermanent lateral restraint bf webs shall hav bracing installed pgr BCSI sections $3, 7 or 10, _ Applyp
to face truss and as shown above and on the Join`Details, un I notes otherwise Refer to asappICaaatseachopositiondrawings
160A-Z for slan ard plate positions. ALPINE Alpine,
a division of ITW Build 11'n CCom onsnis Grpuu Ins. shall not be respponsiple for an deviation from this drawin any failure to build the trussinconformancewithANSIl PI 1, r for hanr7lirSq shipping, inst Ilation and bracing yoi trussesA eat on this dr wirfq or cover page 2400 Lake Orange Dr.r
this
drawing indicates acceptance of proTessionaf en Ineering res onsibilittvy solelyor the des i n shown. finduseDesigrier1S1c.2. ty
ThesuiatiliSuitea50
andofthisdrawingforanystructureistheresponsibilityoftheBuildingperrANSI/TPI nsl.
or Orlando
FL. 32837 For
more information see this job's general notes a and these web sites, ALPINE: www al ineitw com: TPI: www.t ; SBCA www sbtindust cam. ICC: www.iccsafe or
Job Number: N330090 I Ply 1 I
SEON. 10287 / T31 / SY42
I
Cust: R R8975 JRef: 1 W7U89750056
TEEN BUILDER Oly: 1 FROM. JRH Dnallo: 022.18.1024.38416
Truss Label: FT12 KM / OF 01/22/2018
Loading Criteria (psq
TCLL: 4000
TCDL: 10.00
BCLL: 000
BCDL: Soo
Des LC: 55 00
NCBCLL: 10.00
Soffit: 200
Load Duration: 1.00
Spacing: 24.0 "
T
1
i
10
8'8 i,8;
p12 6 g,10,.
8
g'2" g 117"
1 . 1g,8 ig 10 8 'i
F 1T 8 r 1:2..61r 1:2..61f 1:2„g7ii' 8 B
12 611712ppaa
0'
3X4("
4X4 113X6 03X6
A B C D E F G H I J K
Wind Criteria
Wind Sid. ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: II
EXP C
Mean Height: 15.00 it
TCDL: 4.2 psi
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 It
Loc. from endwall. not in 72 00 it
GCpi: 0.18
Wind Duration. 1.60
Lumber
Value Set, 13B (Effective 6/l/2013)
Top chord 4x2 SP #2 N
Bot chord 02 SP #2 N
Webs 4x2 SP 93
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Special Loads
Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC, From 380 plf at 0.00 to 380 pit at 11.46
BC From 10 pit at 0 00 to 10 plf at 1108
TC: 235 Ib Conc Load at l l.46
Plating Notes
All plates are 1.5X3 except as noted.
1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads based on MWFRS.
Additional Notes
2x6 #3 HEM -FIR or better continuous strongback
Attach to each truss where shown with 3-10d Box or
Gun nails (0128"xT%min.). Strongback material to
be supplied by erection contractor.
Truss must be installed as shown with top chord up
Snow Criteria (Pg,Pi in PSF)
Pg: NA Ct, NA CAT, W
Pf: NA Ce: NA
Lu NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 6th ed
TPI Sid 2014
Rep Factors Used: Yes
FT/RT 12(0)/10(0)
Plate Type(s):
WAVE
Y
T
i
Deft/CSI Criteria Maximum Reactions fibs), or'=PLF
PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
VERT(LL): 0.022 1 999 360 U• 422 / 34 / 49 / - / - / ill
VERT(R): 0 076 1 664 240 J 740 / 48 / 200 I - / - / 3.0
HORZ(LL)- -0.006 J - - Wind reactions based on MWFRS
HORZ(TL)- 0 011 J U Min Brg Width Req = -
Creep Factor: 2.0 J Min Big Width Req = 1.5
Max TC CSI 0 721 Bearings U & J are a rigid surface.
Max BC CSI: 0.492 Bearing U requires a seat plate
Max Web CSI: 0.124
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp Webs Tens. Comp
VIEW Ver 17.02 02A 1213 21
T - B 78 - 499 E - O 51 - 504
C - S 73 - 512 F - P 53 - 530
D-R 51 -517 N-H 84 -525
Sri
A
SIONAt. ENSCOA #Ou.r_____....w111
01 /23/201 S
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricatin , handling shiupin installing and bracing Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI an SBCA) fbF safety ractices pnor to performing these functions Installers shall provide temporary
BCSI., Unless noted olherwise,top chord shall have propperl attache structural sheathing and bottom hord %hall hav a pro22en
i
id ceiting Locations shown for ermanent lateral restrbint i webs s all hav bracrn mst%Iled pgr BC I sections 03, 7 or B10. e ADD7v Dlates to each face opiruss and Dosition as shown above and on the aoinl9Details. unless noted otherwise Refer to
failurepto buildthe The
su [ability ALPINE
NEany
MIIV/
COMrVn' 2400
Lake Orange Or Suite
150 Orlando
FL, 32837
Job Number N330090
TEEN BUILDER
Trues Label: FT13
Loading Criteria (psf)
TCLL: 4000
TCDL: 10.00
BCLL: 0.00
BCDL: 5.00
Des Ld 5500
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.00
Spacing, 24.0 "
T ,—FLo
Co
1 e
Ply, 1 I
SEON• 10288 /
Oly. 7 FROM: JJP
56 + 714
5'6" 17 4
4'8t'— 2.6"
TYP)
3X6 I
1.5X3 =3XX3 3C3 III1.5pX3 -3E3 !
SY42
I
Cust: RR8975 JRel: 1W7U89750056
DrwNo 022 18.1024 39152
KM / OF 01/22/2018
11'2"12
4'1"8
3X3
1 5X3
F
L;— of ,
I.
H
1.5X3 III2X4
1112X4
I
117'12 i
Wind Criteria
Wind Std: NA
Speed, NA mph
Enclosure: NA
Category: NA
EXP NA
Mean Height NA 1t
TCDL: NA psf
BCDL NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA it
Loc. from endwall: NA
I NA GCpi: NA
Wind Duration: NA
Value Set. 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 N
Bot chord 4x2 SP #2 N
Webs 4x2 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Additional Notes
2x6 #3 HEM -FIR or better continuous strongback.
Attach to each truss where shown with 3-10d 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.
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg NA Ct. NA CAT. NA PP Deflection in loc Uden L/# Loc R / U / Rw / Rh / RL W
Pf: NA Ce: NA VERT(LL): 0.071 C 999 360 N 1611 / _ / _ / - / - 7.2
Lu: NA Cs: NA VERT(fL): 0.153 C 999 240 H 598 / - / - / - I - 3.5
Snow Duration: NA HORZ(LL). 0.018 B N I Min Brg Width Req = 1.5
HORZ(TL). 0.029 B H Min Brg Width Req = 1.5
Code I Misc Criteria Creep Factor, 2 0 Bearings N 8 H are a rigid surface
Bldg Code FBC 6th ed 201 Max TC CSI: 0.547 Bearing N requires a seat plate.
TPI Sid 2014 Max BC CSI, 0.721
Rep Factors Used Yes Max Web CSI: 0.294
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: 17.02.02A.1213.21 A - B 0 -387 C - D 0 -973
B -C 0- 895 D- E 0 - 966
i
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens Comp.
M I L 764 0 K- J 973 0
L- K 975 0 J- 1 755 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp Webs Tens. Comp
A -IN 0- 593 E- I 0 - 605
A - IM 617 0 1- F 595 0
M -) B 0 .600 F- H 0 -549
J -E 422 0
0.7108 1
ot• S T O .
cOA aNAI
01 /23/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qauire x reme care in fabricating, handling shippi g in.4talling,and braGnp Refer to and follow the latest eQIli on of fSfeInformation, by TPI an I i safe Practiceslvprior to perfo ming these functions. Installers shall prof aid
ceilinan1eLocationsoshown fortoermanent lateral restraint bi websshall haVuer brsaaugngqthn55 1 ed
pottoEI chordshall ae. AppTy
plates to each face ofptruss and position as shown above and on the Joinrdetalls, unlessGnoolted otherw 60A-Z
for standard plate positrons. shall his
drawin an failure to build the on thiggdrawing
or c_he s ag briny ie desim2hoNn. Toyer l CA: w .
abcindus com, ICC WNW iccseflCC WNW iccsefAP
NE rTPI1,
or torn r acce
tanceany structure
M"WC
Vrx. 2400 Lake
Orange Dr. Suite 150
Orlando FL,
32837
Gable Stud Reinforcement Detail
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
Orl 140 mph Vlnd Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Orl 120 moh Wind Soeed, 15' Henn Heloht. Partially Enclosed. Exoasure D. Kzt = 1.00
S
2x4 Brace
Goble Vertical
Spacing I Species I Grade
No
Braces
1) Ix4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace ON
Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B
4->
J
d
Q
S P F
H F
NI / N2 3' 10' 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 12' 2' la, a, 14' 0' 14' 0'
3 3' 8' 5' 9' 6' 2' 7' 8' 7' It' 9' l' 9' 6' t2' 0' 12, 6' 14' 0' 14' 0'
Stud 3' B' 5' 9' 6' 1' 7' 8' 7' It' 9' 1' 9' 6' 12, 0' l2' 6' 14' 0' 14' 0'
Standard
S P
D F L
4' 0' 6' 8' 6' It, 7' 0' 8' 2' 9' 4' 9' 8' 12' 4' 12, 9' 14' 0' 14' 0'
2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 1 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0'
k3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, el' el' 8' 14' 0' 14' 0'
Stud 3' 9' 5' 3' 5' 7' 6' 111 7' 5' 9' 2' 9' 7' t0' 111 11' e' 14' 0' 14' 0' Standard
3' 6' 4' 7' 4' ll' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' U
i
Q1
U
0
S
P F u
F flkl /
N2 4' 5' 7' 6' 7' 9' 8' l0' 9' 3' 10' 7' ll' 0' 13' it' 14' 0' 14' 0' 14' 0' 3
4' 2' 7' l' 7' 9' 8' 9' 9' 1' t0' 5' l0' 10, t3' 9' 14' 0' 14' 0' 14' 0' Stud
4' 2' 7' V 7' 6' 8' 9' 9' 1' to, 5' l0' to, 13' 9' 14' 0' 14' 0' 14' 0' Standard
4' 2' 6' 1' 6' 5' 8' l' 8' 8' l0' 5' l0' 10' 12' 8' l3' 7' 14' 0' 14' 0' S
P D
F L N1
4' 7' 7' 7' 7' ill 9' 0' 9' 4' l0' 8' It, 1' 14' 0' 14' 0' 14' 0' 14' 0' N2
4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 1l' 0' 13' 11' 14' 0' 14' 0' 4' 0' 03
4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Stud
4' 4' 6' 5' 6' 10' 8' 6' 9' l' t0' 6' 10, t1' 13' 4' 14' 0' 14' 0' 14' 0' Standard
4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, t0' ill 10' 12' 7' 14' 0' 14' 0' d
L7
X
d
U
O
N
S
P F L
i F f pl /
02 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 3
4' 7' 8' 2' 8' 5' 9' 8' t0' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud
4' 7' 8' 2' 8' 5' 9' 8' t0' 0' it' 6' 12' 0' 14' 0' 0 14' ' 14' 0' 0 14' ' Standard
4' 7' 7' 0' 7' 5' 9' 4' t0' 0' ill 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' S
P D
F L k1
5' 1' 8' 5' 8' 8' 9' it, l0' 3' ill 9' t2' 3' 14' 0' 14' 0' 14' 0' 14' 0' k2
4' 10' 8' 3' 8' 7' 9' 9' l0' 2' it' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' p3
4' 9' 7' 4' 7' 10' 9' 8' t0' V lt' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud
4' 9' 7' 4' 7' IO' 9' B' to, 1' lt' 7' t2' 0' 14' 0' l4' 0' 14' 0' 14' 0' Standard
4' 7' 6' 6' 6' 11' 8' 8' 1 9' 3' it' 6' t2' 0' 13' 7' 1 14' 0' 1 14' 0' l4' 0' About/
Gajt:
bleTrussDiagonal
brace options T
vertical
length may be 1 doubled
when diagonal is, 3B brace
Is used. Connect L dagaal
bract for 6000 L' at
each end Hax web Br ce total
length Is 14'. 2x6
DF-L 02 or better
dingonel r Vertical
length shown braces single B, X In
table above.V45* or double cut 1
asshown) at L upper
end Connect
diagonal at ' midpoint
of vertical web. Refer to chart aVIRIMSMOS
WAD AND MU.OV ILL WITS ON TM IIRAVDQ VfWTMff
IFURP H TIDs OMVDG M ALL lnRRACTTIRS DCLUDOG TIE DWAILLM Trusses
noutre axtrene careIn fobricstltR, hwulbig, shbpInp, InstalWtp aM bradr p Refr a..tha
latest~ of WSI (au dk, CanporanIs safety 4 farwstlort by TPI one S1G) ft practices prior
to perfrretp these fun Horns. Instatters shau pravl e tenporarr Yradnp p UNess noted
otherwise, top do shall have properly attached structu st shwvo p and by shall have
a property attached cNhp Locations shown for per —rant lateral rest at n AT=
Stott have bredna Installed par sl secthery N3, 97 or 310, as appllcabit. Apply pates to Alphe, a
division of ITV kddhg Coepenents 4pO btc. shag not be responsible for aanry)' devkU AN ITWOOMPANY
We ciresIng, any failure to bard the truss In con rrwnce aM ANSVTPI 1. or for IaM1Iny sIq Inst.totion
a braeap of trusses. A awl
an :Ines Arowhg r cover p. tlrth then drawing, Indicates acceptence of profesmw 1 l
u7nlItlwmomody Sr. n. daespn ca.. Tea a abuey and vs. or tens drawwg IISwte%200
it ar9' b fta Wdtg Deslgrrr psr M/SI/iPI t sock Merylandl Heights.%
MO% 63043 Fr are Warnatbn See tMs Jab's gerrral notes ppeeM ara these eb shop ALPDE, wwwalpbaltw,
conr TPI, www. SKIP www.sb4drs'tr argr ICO ewwlpcsafe.orp ver V
V
1 ••
G`
a
AMEN,.
Bracing
Group
Species and Grades: Group At
S nice -
Pine -Fir Hen -Fir NI / 0
2 StandardN2 Stud 03 1
Stud N3 Standard Dou las
Flr-Larch Southern Plneae N3 03
Stud Stud
Stnndnrd Stnndnrd
Group B:
Hen -Fir
Nt Btr
NI Dou
has
Flr-larch Southern Isneww NI NI
N2 02
Ix4 Braces
shall be SRB (Stress -Rated Board). for Ix4
So. Pine use only Industrial 55 or Industrial 45
Stress -Rated Boards. Group B values may
be used with these grades. Gable Truss
Detail Notes: Vlnd Load
deflection criterion Is L/240. Provide uplift
connections for 75 plf over continuous bearing (
5 psF TC Dead Load). Goble end
supports load from 4. 0' outlookers wittt 2'
0' overhang, or 12' plywood overhang. Attach 'L'
braces with 10d (0.120'x3.0' nIn) malls. A For (
1) 'L' brace, space nags at 2' oc. In 18'
end zones and 4' o.c. between zones. 31E3wor (2) '
L' braces, space molts at 3' o.c. In Is'
end zones and 6' oc. between zones. L' bracing
must be a minlnun of 80% of web member length.
Goble Vertical
Plate Sizes Vertical Len
th No S Ice Less than
4. 0' 2%3 Greater than
4'', but 3%1 TOT, LD,
60 PSF SPACING 24.
0'
p
Gable Stud Reinforcement Detail
ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Qrh 140 MPH Vlnd Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
or h 140 mph Vlnd Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
13rh 120 moh Vlnd Sneed. 30' Mean Heleht. Partially Enclosed. Exnosure D. Kzt = 1.00
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
1) Ix4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace on 1) 2x6 'L' Brace 2) 2x6 'L' Brace
Group A Group B Group A Group B Group A Group B Group A A Group B
J
CS
U
Q
U
SPF
Hu F
0l / p2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' 8' 9' 9' 2' Il' 7' gGroupGroup13' 9' l4' 0'
N3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8'8'9'1'11' 3' 13' 7' 14' 0'
Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' Il' 2' 134 7' 14, 0'
Standard
S P
D fC L
3' 0' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 1' 9' 12, 2' 13' 11' 14' 0'
N2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 134 91 W 0'
N3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 0' 1' l0' 10, 13' 8' 14' 0'
Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10' 1' l0' 10, 13' 8' 14' 0'
Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9' 8' 3' 8' it, 9' 7' 12' 2' 13' 0'
U
a)
QJ
U
O
S P F
iJ Ffl
Rl / k2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0'
k3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11• 10' 4' 13' V 13' 7' 14' 0' I4' 0'
Stud 7' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' It' 10' 4' 13' V 13' 7' 14' 0' 14' 0'
Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' it, 10' 4' 11' 10' 12' 8' 14' 0' 14' 0'
S P
D F L
Ill 4' 5' 7' 3' 7' 6' 8' 7' 8' 111 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0'
2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0'
3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0'
Stud 4' 1' 5' 11' 6' 4' 1 7' 11' 8' 5' 10' 0' 10' 5' 12, 5' 13' 3' 14' 0' 14' 0'
Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0'
d
X
d
U
O
i
S P F
I I Ffl
kl / N2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0'
R3 1 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' it, 11' 5' 14' 0' 14' 0' 14' 0' 14' 0'
Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' It, 11' 5' 14' 0' 14' 0' 14' 0' 14' 0'
Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10' It, it' 5' 13' 7' 14' 0' 14' 0' 14' 0'
S P
D F L
Ill 4' 10' 8' 0' 8' 3' 9' 5' 9' 11' ' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0'
N2 4' 8' 7' 11' 8' 2' 9' 4' 1 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0'
N3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0'
Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' I1' 0' ll' 6' 14' 0' 14' 0' 14' 0' 14' 0'
Standard 4' 5' 6' 1' 1 6' 5' 8' 1' 1 8' 7' 10' 11' I it, 5' 12' 8' 1 13' 7' 14' 0' 14' 0'
Bracing Group Species and Grades -
Group AI
S ruce-Pine-Fir Hen -Fir
1 / 02 Standard 02 1 Stud
63 Stud 1 1 N3 IStandord
Dou ins Flr-Larch Southern Plnew•
N3 N3
Stud Stud
Standard Standard
Group Bh
Hen -Fir
NI Btr
Nl
as Flr{arch Southern Plate
Nl Nl
N2 N2
lx4 Braces shall be SRB (Stress -Rated Board).
for lx4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grades.
Gable Truss Detall Notes@
Wind Load deflection criterion Is L/240.
Provide uplift connections for 135 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports land from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
AboutLI
Attach 'L' braces with 10d (0.128'0.0' min) nails.
able Truss
ilE For (t) 'L' brace. space Halls of 2' o.c.
In 18' and zones and 4' oc. between zones.
Diagonal brace options )
K)KFor (2) 'L' braces- space malls at 3' o.c.
vertical length may be T In 18' and zones and 6' oc. between zones.
doubled them diagonal 18' )K 'L' bracing must be a minimum of 80% of web
brace Is used. Connect L
member, length,
diagonal brace for 690N
it each end. Max web Bra ce
Goble Vertical Plate Sizes
total length Is l4'. 31f 31E Vertical Len th No Splice
2x6 DF{ 02 or Less than 4' 0' 2x4
better dingoml r Greater then 4' 0% but 4K4
Vertical length shorn bracer single 81
IIIIII f7/ry less than l2' 0'
In table above. or double cut )K , ry i45 (as shown) at L 1 • e • Refer to common truss design for
leper end • • peak, splice, and heel plates.
Connect dln ono at g ;•/ •• ,;
Refer to the Building Designer for conditions
mid olnt of gvertical web R Wer to chart m bo Ar x able ver Ie en4 h. not addressed by this detail.
aVAR111143has WAD AND fDILOV ALL HMS ON inks DRAVDq . O. 7 REF ASCE7-10—GA616030
VMTM T F1110M TNIS DRAV= TO ALL 00lTRACTOtS RCUMM TIE D(STAL •
Trusses r/QJ't txb'1m@ care h fabrleathg, hendhg. shipping, Instal" erne trade Rofei to wJ
0~follow tht latest eof NCSI (Ndddhy hCaVonentSafety InforvmtlmL by 1PI One fI f t)• DATE 10/01/14 P ac
as prior to perforto thap functions. Installers stall provide temparnry bredn [. • • C tM4tss meted
Otherwise' tap Chard Shalt have properly attedad strucbr« sheavap •^ dhoti° _ DRWG A16030ENC101014 re shallhaveaproperlyettadw ;y0 t:Nha Laaatbro shown for permanent tot@rW restrah .obst T • , 2small have
Installed per RCS[ pCtlOre 13' 87 or 910, is 4pplk41". Apply plates to to ` i f of
truss
W pesi(!en u shown above and an the Jeht Det"s. Wass noted otlar«se. _ALM 1ERefertodrowhys16"-Z for standard Piet@ posltbro. , a•• AlpbAvl e,
a slonofITV Nukingrow Components Group Inc shalttberesponsibleforanyde44, ` • v AN I C13MW1NY eve
drewhg, any failure to build the truss Inoenfarmance .hh ANSIAP1 L or far haMhD, we, •t' tin 4 Ima6 of
trusses. ...,,..•• G\ MAX. TOT. LD. 60 PSF 177231 Rrvempon\ Omme A
pat on Ves
d ulme or cover page yst4'h0 Mls trashy indicates acceptance of proftsde,al rh,.a.rbhg r@
1h da«y far tle dash. TM ehdtabYq .md ue. of this trod g .ss"ON AL EN ll Sudlel 200 farcrystrucbrtbtMr'espahstlltY or ah• VmaO D•tlOar' Wr MtSVIPI I Sect ,Ift*1i ttt l lMaryland% Hephts.
l MO% 63043 Far more lrfarmatlon see this job's o@moral note: o• and these was; sltea + IMIM MAX. SPACING 24.0@ ALPM wawa tw4rou TPbwww. 3=1 www aryl 100 .—Jac afeary
IT
Retnfo
Memk
Go
Tr
Gable Detail
For Let -in VPrtirnl<; Gable Truss Plate Sizes
pproprlate Alpine gable detail for
e sizes for vertical studs.
Engineered truss design for peak,
b, and heel plates.
vertical plates overlap, use a
to that covers the total area of
lopped plates to span the web.
B,
2*
2X4 2X8
rroviae connections tor upurc speciriea on xne engineerea truss design.
Attach each 'T' reinforcing member with
End Driven Molls
10d Common (0.148'x 3.',min) Nalls at 4' o.c. plus
4) malls In the top and bottom chords.
Toenalled Maltsi
10d Common (0.148'x3',nln) Toenails at 4' o.c. plus
4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detail for ASCE
wind load.
ASCE 7-05 Gable Detall Drawings
A13015051014, A12015051014, A11015051014, A10015051O14, A14015051014,
A13030051014, A12030051014, At10300510M At0030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014,
A11530ENCIOl014, A12030ENC101014, A14030ENC101014, A16030ENCIO1014,
A18030ENCIO1014, A20030ENC101014, A20030END101014, A20030PEDIOIO14
S11515ENC100815, S12015ENC100815,
S14015EWNI
fs10081;,
S18015ENC100815, S20015ENC100815, S20015E QQ''
S11530ENC100815, S12030ENC100815, S1403060 CI fi,
S18030ENC100815, 520030ENC100815, 5200 eede8%
See appropriate Alpine gable detall For moAea 9 R V
T' Reinforcement Attachment Detall
T' Reinforcing 'T' Reinforcing
Member Member
Toe-mit - Or - End -mall
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detail).
Maximum allowable 'T' reinforced gable vertical
length Is 14' from top to bottom chord.
T' reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member.
eb Length Increase w/ 'T' Brace
Examples
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Goble Vertical = 24'o.c. SP B3
T' Reinforcing Member Size = 2x4
T' Brace Increase (From Above) = 307 = 1.30
t) 2x4 'L' Brace Length = 8' 7'
Maxlnum 'T' Reinforced Gable Vertical Length
1.30 x 8' 7' = I1' 2'
T' ReInF.
Nbr. Size
T'
Increase
2x4 30
2x6 20
MVAW@ rim me faiav ALL mum a/ Ties ORAAVVQ a : REF LET -IN VERTotiowtAMtofLts= figs BRAvatg To ALL fn1IRA faits Dcumm TIE a6TAtma e -
Trusses rsaA-e extreme care Y. fabriootbip, handing, sl4Vb Installing and bracing. Re * i
folio. the latest edition of BCSt Ok4drp Co,po.wnt Safety Uniormation, by fPI and SBCN f safe E DATE 10/01/14
6ractices prior to perforKng el..se functions. Ins srs shill provtle te.perarY bra np BUL•
n(ess noted otherelse, top d,ord shot( have properly aaadied strucewi sheaaYrnp aid 0. $ T Q DRWG GBLLETIN1014ShallhaveaproperlyattadNdrlptlcNYp. locations shown For permanent lateral nserah 1'
shall have bra enstatted per B[SI secaa.s B3, B7 or 910, as applicable. Apply Plates to • e 44C` I drq
idLOIEoftrussandbptogs16osshownaboveplontheions. Deteas, Weff noted otherwise. f •
Refer to dra.eigs 140A-Z for standard plate poattbnf. D . a'. , aaa
Alpine, a dNlslon of tTV kAdhg components Cwmip Inn. shall not be responsible for an devNtlo •es••.,as•a'
AN ITWCIOMPAW this drawing, any facture to b.ld the truss In conformance .nth AMSVTPI 1, or for hanaop, v
staaatlen a bracing of trusses. ,, ss/o>A` ` MAX. TOT. LD. 60 PSF
A seat an this drawkV or cover logya lbrtf.y this drawling, endlcates acceptance W professbrol '
n,(lW t
d,
DUR. FAC. ANY1113723%Rwerponl Od" ••••rrV r'•fporuioBKy solely far the deslpn flown Tlv Wtabllty m.d use of tles 6a.a.y
11 Sate\ 200 for airy sb'ucl.re Is tl.e responsbMty of tlrr Bifdhe Besgr.er per ANSI/IPI 1 Secz CIA
11 Maryland% Heights.% MO% 63043 for none Information see this job's general notes page and these web sttea 018
ALPIMG .e..atprHlt..coal TPh w...bpImstorgl SKA, ....sbeYndustr) tca ...Axsafe MAX, SPACING 24.0
Gable Stud Reinforcement Detail for Stucco Cladding
ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Uri 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00
Or- 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Or- 120 moh Wind Soeed. 15' Neon Heloht. Partlally Enclosed. Exoosure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
1) 1x4 'L' Brace 0 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace
Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B
Cn
J
U
Q
of
S P F
H F
1 / R2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2'
3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' ll' 12' 6' 13' 0'
Stud 3' 2' 5' 8' 5' LO' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0'
Standard 1 3' 2' 1 4' 11' 5' 3' 1 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' 10' ll' 12' 6' 13' 0'
S P
D F L
N1 3' 6' 5' 10' 6' 0' 1 6' 10' 7' V 8' 2' 8' 6' 10' 9' 11' 2' 12' 9' 13' 3'
N2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 1 13' 2'
N3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0- 12' 7' I
Stud 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1'
Standard 3' 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10' 4' 12' 6' 13' 0'
U
i
0)
U
0
S P F
H F
1 / R2 3' 10' 6' 7' 6' 10' 7' 9' 8' V 9' 3' 9' 7' 124 2' 12' 8' 14' 0' 14' 0'
83 3' 8' 1 6' 6' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 144 0' 14' 0'
Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 144 0' 144 0'
Standard 3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 144 0' 14' 0'
S P
D F L
ell
2
t13
Stud
Standard
d
X
d
U
Q
a`
V-
I
S P F
H F
t / R2 3' 7'
Ik3 7' V 7' 0'
Stud 4' 0' 7' 1' 7' 5' 8' 9' 10' 0' 10' 5' 13' 13' 4' 4'
Standard 1 4' 0' 7' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 1 3' 4'
P
D F L
at 4' 5' 7' ' 7' 7' 8' 8' 9' 0' 10' 4' 4' 0' 14' 0'
B2 4' ' 7' 3' 7' 6' 8' 6' 0' 7' 3' 5' 1 13' 11' 14' 0' 14' 0'
3 2' 7' 2' 7' 5' 8' 6' 6' 13' 4' l3' 10' 14' 0' 144 0'
Stud 4' 2' 7' 2' 7' 5' 8' 6' 8' 10, 104 1' 0' 6' 13' 4' 13' 10' 14' 0' 14' 0'
Stnndnrd 4' 0' 6' 6' 6' 11' 8' 5' 8' 9' 104 0' 10' 5' 134 2' 13' 9' 14' 0' 14' W
ble Truss
Diagonal brace aptlont
vertkal length any be T
doubled when diagonal 18'
brace Is used. Connect Ldiagonalbracefor600NL'
at each end Max web Br C.
total length Is 14'.
2x6 DF-L N2 ork145(as
better diagonal r
Verticol length shown braces single s,
in table above. or double cut
shown) at L 1
upper end.
Correct diagonal at I33 * t' 'a - "
midpoint of vertical web. Refer to chart ob 4or ax abl ve 1 let
ONV-
91IR N011 i1 T10SWAV Qr ALL m/1RKTOtS NVdJMM TIE INSTALLER O. 7OH e
Trusses requit extreme care In fabrkatime, handing, shbpli lnvWWp and brtdlq Ref ta
pfra'lllleo. ttic.he latest edition of NCSI <Nddap CorhporherhIt Safety 4tformat m by TPl and SNdur )p f e a
avwessnoted( prior atchordp Omit howsp ly ated - structural shq ward '
chs
wt
shell have a prape. y attached %1d ceiling. Locations shown for nt lateral restrain of "blL Shell
have brodq Installed par NEST sectWro 33. N7 or Nle, as applicable. Apply plates to f. S AT O . of
truss and ppoositbh as sho.n above and on the Joint Details. unlea noted other.W. V Refer
to arntarhps taoA-2 for standard plate positions. • t f Alpine,
a division of ITV NLLdng Congim to Group Inc. she11 d rotbereq—" for any .1. CCy7, tt e• my AN FrWCOMPANY
tqs atro.Inp, any failure to build the truss In cooformence with ANSI/TPI L or for hertdaq, s ae 1i •e Uetbn a b
64 of trusses. ••le.u..a•a .` j A pal
on
this dr&AV or cover pa Us" ties drewaq, Indestes acceptance of profesMW 13723%Rtvaporn Owe
fr sd r ,
Simon.
llr tyril up aof "ewkbv wInNII Sulta\
200
For
rare Information see
i s gerrral page endtheses Kweb sftta _NAL `pet
MarytaM
Harghts.\MO\
N3043 ppE,
eww totneltwcamr TPI• .... tp1n
tgrV SWAeow.ebdM str I [Eo wewleWfe Bracing Group Species and Grades -
Group At ruce-Pine-Fir
Hem -Fir
NI / da 02 Stanrd 1
N2 StudN3Stud 1 1 N3
IStandard Dou Ins FIr-Larch Southern
Plnews N3 N3 Stud Stud Standard
Stnndnrd Group
Bt Hen -
Fir NI
L Btr
NI Dou
low Flr-Larch
Southern
Pines MI NI N2 F N2
lx4 Braces
shot( be SRO (
Stress -Rated Board). KFor Ix4 So. Pine use
only Industrial 55 or bxtustrial 45 Stress -Rated Boards.
Group B values mn be used .Ith
thesegrades. Gable Truss Detall Notesi Wind
Load deflection criterion Is
L/360. Provide uplift connections for 75
plf over continuous bearing (5 psf TC
Dead Load). Goble end supports load from
4' 0' outlookers with 2' 0' overhang, or
12' plywood overhang. Attach 'L' braces with lOd (
0.128'0.0' min) mails. A For (1) 'L' brace-
space mails at 2' o.c. In l8' end zones and
4' oc. between zones. K)Wor <2) 'L' bracesh
space molls at 3' o.c. In 18' and zones and
6' oc. between zones. L' bracing must be a
minimum of 007 of web member length. Gable Vertical Plate
Sizes Vertical
Len tin NO Splice
Less than 4' 0' 2%
3 Greater than 4. 01, but
less than ll' 6' 3x4
Greater than ll' 6'
4%
4 TOT. LD. 60 PSF SPACING
24.0'
I VALLEY FRAMING 8, BRACING DETAIL I
Lumber Size and Grade Minumum Requirements
Ridge board_. Zx6 (min) 02 southern Pine or better,
Rafter spans 20'-0' or less_. (A) Zx6 SP e2, SPF 111/02, OF 02 or better
8) Zx6 sP a2. SPF a1/02, OF 02 or better
Purllns/lateral bracing_. 2x6 SPFPZ, NF $2. OF 02 or better
sleepers_ Zx(width of rafter seat cut) SPF 113 or better
2 parallel Zx6 SPF a3
Cripples and blocking_. Zx6 SPF 03 or better
Truss Below_ See design - Southern Pine Material
RIDGE
BOARD
2x)
I% Height
of Valley
COLLAR BEAM. EVERY THIRD
PAIR OF RAFTERS
TYPICAL COMMONS- 24 BLUKING 2a4 Purlin 24"
SPACED 24" O.C. (Where no sheathing
GENERAL NOTES
Purlin required X-O" O.C. In absence of plywood sheathing.
Trusses without sheathing applied must be evaluated accordingly.
Purlin should overlap sheathing one truss spacing minimum.
In cases that this Is Impractical, overlap sheathing a minimum
of 6", and nail upwards through sheathing into pudin with a
minimum of 84d (0.131"x2.S") common wire nails.
Effects of not providing sheathing below a valley set
must be evaluated by the building designer.
This drawing applies to valleys with the following conditions:
Spans (distance between hoofs) 40'-0" or less
Maximum valley height: 14'-0"
Maximum mean roof height: 30 feet
ASCE 7-05, 140 mph, Enclosed, Cat 11, Exp 6,1=1.0, K:t=1.0
Or A Maximum of ASCE 7.10, 180 mph, Enclosed, Exp 0, KW-1.0
TRUSS
TRUSS UNDER VALLEY FRAMING
VALLEY RAFTER OR RIDGE
CRIPPLE
Cripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max.
Space the crippes for each row starting from the valleys or sleepers
and working Inward to the ridge board so that cripple locations are
staggered between rows.
2' 0' O.C. (TYp)
Attachment can be made directly
or through plywood sheathing
by cutting a 2"x6" notch In sheathing
WA"TYPICAL
Connection Requirement Notes
1. 2x6 rafters to ridge 416d toe -nails
2. Cripple to ridge 416d toe -nails
3. Cripple to rafter 416d toe -nails
816d face -nails
4. Rafter to sleeper or blocking 516d toe -nails
Rafter to two 2x6 sleepers 416d toe -nails
S. Sleeper to truss 416d toe -nails
Two 2x6 sleepers to truss 316d toe -nails each sleeper & truss
6. Ridge board to roof block 416d toe -nails
7. Ridge board to truss 416d toe -nails
8. Purlin to (Typ) 316d toe -nails
9. Trutt to blocking 416d toe -nails
10. Truss to cripple 416d toe -nails
11. Truss to cripple 416d toe -nails
12. Cripple to purlln 316d toe -nails
r"""'r (NOT REQUIRED IF SLEEPERS ARE USED) 13.
CRIPPLE, BRACING, & BLOCKING NOTES NOTE: O
Collarbeamt")
C
416etoehalls
TE:16d (0.162"x3s.5 COMMON NAILS
20 continuous lateral restraint (CLR) min, is required for cripples S'.0 to 10'-0" tong
nailed w/ 2 -10d (0.148"x3") nails. Or 2x4 -r or scab reinforcement nailed to fiat edge
of cripple with 1Od,0.128"x3.0") nails at 6" o c. 'r or scab must be 90% of cripple length.
Cripples over 10'-0 long mqure two CLR's or both faces w/ -r or scab. Use stress
graded lumber & box or common nalls.
Marrow edge of cripple can face ridge or rafter,
as long as the proper number of nails are
Installed Into ridge board
nstall blocking under rafter If sleepers are not used.
Install blocking under cripples If cripples fall between
lower truss top chords and lateral bracing Is not used.
Apply all nailing In accordance to current NOS requlremen
Nails are common wire nails unless noted otherwise. H
GENS''% 9
sll`r \ %.
VAWmIOx. -CAP hem FOLOV ALL NOTES ON nos OPAVDQ
aamiOITAM F1RKSN TIC OtAVDG TO ALL IOnRACTDtS MCLUtDtO TIC DSTALLQS
Trusw reaW a.t,~ car• h f•brbatbV, h•^ObV, stippingw burUffing wW bftcl,9 Wee t6ert
foao. tM 4test •'c'm 0, scSl OAA&V ra,vono" Safety Wormtlan, by TPf eM SgGU for sa t
preeteces 0 Nor to P40 fol F* tow" functbns. Installers sMa Orovlde Uaporery breeble per KSL
Wass rated ow—l-, top chord shall have pra" y attached irb uc*u I Ow4u*V aM bottan!
shall haw a a oot y attativd rVld ce1Yp Lxstlens Oe.n for per a it 4ter'dWht or
shed haw .0Irotalled Par aCSI sections 17, 17 or eta, as applbohle• Apply'= to aadl / 0 ar ews aM Po u show+ abwa and on the Joint Detald, w"96 not" o0wr•1me.
Rater to ab'a. W 160A-Z for staMerd plate pesttlons. .
A106". a *Adm of ITVildro Coponenb GmV Inc, shall rot be raspensbb far arty WtlNepn IAN1r1MGOAAMNY00dra•he, any fat;" to b1Yd the ass In eonForwlcs .fth AICK/M L or for hunahy d to a
ll t tlon Is brae of trusefe.
A seat 0n vigdM" ar cover paps ttrttip tles atasha trOostaa ameptenv 01 professtarl
y for W d!s!pn sheave lha avtaahty aM use of th8 46 a
11381lslMo4 Ome for any 15 rarywa6ahty .0 Edna t feet
Eanhu9,MO620t5 rer wa wornetton eve iris )We Rnrrst notaa ppoeppe anthey crab sht ALPDFi
rrvAtoWn.cWu TPh avatP&wL* m SK& a...ibdndl Yom ICO r..AoosFwAm T'-
STATE
OF S
ONAIE ,.per A) (
B) (••) C
LL 20 30 40 54 REF VALLEY FRAMIN( iC
DL 10 20 7 7 DATE 10/01/14 bC
DL 0 0 0 0 DRWG VACNV1801015 BC
LL 0 0 0 0 TOT.
LD.30 50 47 61 DUR.
FAC. 1.25/1.15 SPACING
SEE ABOVE
t
RECORD COPY
City of Sanford
Building and Fire Prevention
Product Approval Specification F .1,
sof:ORD
Permit # 1 g- 9 2 9 \ FPAR-
Project Location Address: Santa Rosa Sod / d &bi ) l `W
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.onq.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
I. Exterior Doors
Swinging herma Tru Swinging Ext. Door (front door) FL20461-R2
Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.9
Sectional Windsor Garage Doors Sectional Ext. Door single & Dbl FL15080.1
Roll Up
Automatic
Other
2.Windows
Single Hung MI Windows Single Hung window FL17676.2,9,16
Horizontal Slider
Casement
Double Hun
Fixed MI Windows Frame Fixed Glass FL 18644.04
Awning
Pass Through
Projected
Mullions MI Windows Mullions FL 18504.2
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product !
Description
Florida Approval #
including decimal
3.Panel Walls
Siding
Soffits Alpha Aluminum, Inc. Soffits FL12019-115
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4.Roofing Products
Asphalt Shingles Certan-reed Shingles FL5444-1112
Underla ments InterWrap, Inc. Underlayments FL15216-112
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 MMI-2 Off Ridge Vent 16568.1
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
S.Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6.Sk lights
Skylights
Other
7. Structural
Component
Wood Connectors
Anchors
Truss Plates MiTek Industries Truss Plates ! FL2197-R5
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels Commercial Concrete Lintels FL1774.1
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds i
Other
8. New Exterior
Envelope Products
HVAC Tie Down BMP International HVAC Tie Down FL14239-114
Applicant's Signature
Applicant's Name
Please Print)
June 2014
1/23/2018 Florida Building Code Online
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FL#
veirailurib
Tvue Manufacturer Validated By Status
FL18644-R2 Revision MI Windows and Doors Steven M. Urich, PE Approved
FL#:FL18644.3 717)317-8454
History Model: 3500 PW
Description: 60x96
Category. Windows
Subcategory: Fixed
Approveo oy worn. r
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone'
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Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., pleasedickhere . Product
Approval Acttpts: M®
Credit
Card Safe
https://
www.floridabuilding.org/pr/pr_app_lsl.aspx 1/
1
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME -SUPPORT IS
PROVIDED.
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04.
13. APPROVED IMPACT PROTECTIVE SYSTEM IC REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
I TABLE OF CONTENTS
SHEET N0. DESCRIPTION
1 I NOTES
2 ELEVATIONS
3 - 7 INSTALLATION DETAILS
Nev DESCRUnIDN M1E APPRWEO
15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
18. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 SMS OR SELF DRILUNG
SCREWS WITH 'SUFFICIENT LENGTH 'TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,
17. ALL FASTENERS TO BE CORROSION RESISTANT.
18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI.
C.MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 16GA (.060" THICK), 33KS1 OR ALUMINUM 6063-T5 .058'
THICK MINIMUM
19. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
IN SHEET'2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN.
20.THIS PRODUCT IS ALSO LABELED UNDER THE FOLLOWING NAMES: 350OPW, 350OPWCHS,
350OPWMULL, 3500SP, 3540PW. 3540PWMULL. 354OPWCHS, 354OSP, 35BOPW,
358OPWMULL, 358OSP. S-350OPW, S-3500PWMULL, S-3500PWCHS, S-3500SP,
S-3540PW. S-354OSP, S-354OPWCHS, 1255PW, 1255PWCHS, 1255PWMULI, 128OPW,
9105P. 3500HPPW, 3500HPPWMULL AND 3500HPSP.
Loa TLkeu> V 1W
T- SIGNED: 0211112016
L
MIWINDOWSIWDOW n AND DOORS lk.. to EST
T STREET GRATZ,
PA 17030-0370 J%
v,•v\G Ns',J' 0y
61/ k. SERIES3500PICTUREWINDOW60"
X 96" NON -IMPACT F!a>W% NOTES
A TAT OF o„
o Na N.
G. 08-028IOF IIIIII scanOM01.
NITS
DAR 02/02/16 S»r 6
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD -
APPROVED
SEALANT
EXTERIOR
BACKER ROD
APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
7/16' MIN
EDGE DISTANCE
1 1/4' MIN
METAL
STRUCTURE
EMBEDMENT BY OTHERS
APPROVED
SEALANT
1/4' MAX.
SHIM SPACE
8 WOOD
SCREW
EXTERIOR
INTERIOR
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4' MAX.
BACKER ROD
APPROVED
SHIM SPACE SEALANT
METAL-1
T STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
I Rw I oi:awnoH I WE I APPRam
5/8` MIN
EDGE DISTANCE
1 1/4` MIN.
1/4• MAX
EMBEDMENT
SHIM SPACE
T_
7/16' MIN.
EDGE DISTANCE
I
08. WOOD J
8 SMS OR SCREW
SELF DRILLING
SCREWS
WOOD FRAMING
1/4' MAX.
SHIM SPACE
INTERIOR
INTERIOR
OR 2X BUCK EXTERIOR
BY OTHERS
BACKER ROD
APPROVED
SEALANT
SILL TO BE SET JAMB INSTALLATION DETAIL
IN A BED OF WOOD FRAMING OR 2X BUCK INSTALLATION
APPROVED SEALANT
1/4' MAX.
1/4' MAX
r SHIM SPACE
F SHIM SPACE INTERIOR5/8' MIN.
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
IFL_14 6q4. b3
EDGE DISTANCE
I
Q8 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
BACKER .ROD EXTERIOR
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION SIGNED: 0211112016
MesoWINDOWSWREST NDDOOERSIk.. L/049,/i GRATZ,
PA 17030-0370 v,•v\GENS•,d's Oy6126
SERIES3500PICTUREWINDOW60"
X 96" NON -IMPACT q = FLANGE
INSTALLATION DETAILS z-p , TAT OF ty i'°
FSSilOR%OV- aNwMowcRn08-
02858 11111111110`
i_ NTS -E 02/02/16 E1 SM5OF 6
Florida Building Code Online Page 1 of 5
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1'zpr+pr m Product Approval Menu > ProAu[t or Aoolicabon Search > Application List > Application Detail
FL # FL17676-R6
Application Type Revision
Code Version 2017
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
x
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext2560
bsidinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Single Hung
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Urich, PE
Rj Validation Checklist - Hardcopy Received
Standard
AAMA/WDMA/CSA 101/l.S.2/A440
Method 1 Option A
08/23/2017
08/30/2017
09/09/2017
Year
2008
https://www. floridabuild ing.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvFGYZsj rZFR... 2/ 16/2018
Florida Building Code Online Page 2 of 5
FL # I Model, Number or Name Description
17676.1 3540 SH 36x74 Fin Frame
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17676 R6 C CAC APC(-113S5)C7327.01-109.47 - 1.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant. No 04/12/2022
Design Pressure: +35/-50 Installation Instructions;
Other: LC-PG35. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH 36 x74 Fm.Odf
ASTM E1300-04. Verified By: American Architectural Manufacturers
Association i
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
17676.2 3540 SH 36x84 Fin Frame
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 36x84.Odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 07/27/2020
Design Pressure: +40/-50 Installation Instructions
Other: LC-PG40. Units must be glazed in accordance with FL17676 R6 Il Install - 3540 SH Fin 36x84.odf
ASTM E1300-04. Verified By: American Arclitectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
17676.3 3540 SH 40x66 Fin Frame
Limits of Use Certification Agency Certificate
Approved for use lei HVHZ: No
Approved for use outside HVHZ: Yes
FL17676 R6 C G4C APC'A3485:O1.Ddf
Quality Assurance Contract Expiration Date
Impact Resistant: No 08/26/2019
Design Pressure: +35/-45 Installation Instructions
Other: R-PG35. Units must be glazed in accordance with FL17676 R6 11 Install - 3540 SH Fin 40x66.pdf
ASTM E1300-04. Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
17676.4 3540 SH 44x63 Fin Frame
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL17676 R6 C CAC APC13540 Fin 44x63.odf
Quality Assurance Contract Expiration Date
Impact Resistant: No 05/26/2020
Design Pressure: +40/-47 Installation Instructions
Other: R-PG40. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 44x63.Odf
ASTM E1300-04. Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
117676.5 13540 SH 144x72 Fin Frame
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-47
Other: R-PG35. Units must be glazed in accordance with
ASTM E1300-04.
17676.6 13540 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +30/-30
Other: LC-PG30. Units must be glazed in accordance with
ASTM E1300-04.
Certification Agency Certificate
FL17676 R6 C CAC APC13S40 Fin 44x72 odf
Quality Assurance Contract Expiration Date
08/01/2022
Installation Instructions
FL17676 R6 II Install - 3540 SH Fin 44x72.odf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
44x84 Fin Frame
Certification Agency
I-Ll/b/b Kb l- t-M. HYI.IV = Quality
Assurance Contract Expiration Date 04/
12/2022 Installation
Instructions FL17676
R6 Il Install - 3540 SH Fin 44x84,Ddf Verified
By: American Architectural Manufacturers Association
Created
by Independent Third Party: https://
www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQWtDgv GYZsjrZFR... 2/16/2018
Florida Building Code Online Page 3 of 5
IEvaluation Reports
Created by Independent Third Party:
1,7676.7 3540 SH 52x84 Fin Frame
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540'Fm 52x84.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/26/2020
Design Pressure: +25/-25 Installation Instructions
Other: R-PG25. Units must be glazed in accordance with FL17676 R6 11 FL17676 RI II Install - 3540 SH Fin
ASTM E1300-04. 52x84.Ddf
Verified By: American Architectural Manufacturers
Association '
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
17676.8 3540 SH 36x74 Finless Frame
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540IFLS 36x74.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/28/2022
Design Pressure: +35/-50 Installation Instructions
Other: LC-PG35 FL17676 R6 II 08-01252B 7.odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17676 R6 AE 511854B 1252 odf
Created by Independent Third Party: Yes
117676.9 1 3540 SH 136x84 Finless Frame
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +40/-50
Other: LC-PG40
Certification Agency Certificate
FL17676 R6 C CAC APC 3540?FLS 36x84.odf
Quality Assurance Contract Expiration Date
07/27/2020
Installation Instructions
FL17676 R6 II 08-01372 511989.odf
Verified By: Luis R. Lomas, PE RE-62514
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
17676.10 j 3540 SH 44x72 Finless Frame
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540-FLS 44x72.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/28/2022
Design Pressure: +35/-47 Installation Instructions
Other: LC-PG35 FL17676 R6 11 08-01247B 10.bdf
Verified By: Luis R. Lomas, PE RE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17676 R6 AE 511849B 1247 odf
Created by Independent Third Party: Yes
17676.11 3540 SH 48x96 Finless Frame
Limits of Use Certification Agency CertificatefS40IFL5ApprovedforuseinHVHZ: No FI 17676 R6 C CAC APC 48x96.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/28/2022
Design Pressure: +30/-30 Installation Instructions
Other: LC-PG30 FL17676 R6 11 08-01371B 11.odf
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17676 R6 AE 511988B 1371.Ddf
Created by Independent Third Party: Yes
117676.12 13540 SH 152x62 Finless Frame
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: R-PG35
Certification Agency Certificate
FL17676 R6 C CAC APC 3540IFLS 52x62.odf
Quality Assurance Contract Expiration Date
08/27/2022
Installation Instructions
FL17676 R6 II 08-02269A 12.Ddf
Verified By: Luis R. Lomas, PE PIE-62514
Created by Independent Third Party: Yes
Evaluation Reports
https://www.floridabui lding.orglprlpr_app_dtl.aspx?param=wGEV XQwtDgvFGY,Zsj rZFR... 2/ 16/2018
Florida Building Code Online Page 4 of 5
FL17676 R6 AE 513015A 2269.odf
Created by Independent Third Party: Yes
117676.13 13540 SH 15202 Finless Frame I
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +30/-30
Other: R-PG30
Certification Agency Certificate
FL17676 R6 C CAC APC(108181C7325 01-109-47- 13.odf
Quality Assurance Contract Expiration Date
04/12/2022
Installation Instructions
FL17676 R6 11 08-02270A 113.Ddf
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes I
17676.14 3540 SH 52x84 Finless Frame
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL17676 R6 C CAC APC 3540 FLS 52x84.Ddf
Quality Assurance Contract Expiration Date
Impact Resistant: No 05/26/2020
Design Pressure: +25/-25 Installation Instructions
Other: R-PG25 FL17676 R6 11 08-01514 5112141.odf
Verified By: Luis R Lomas, PE! PE-62514.
Created by Independent Third Party: Yes
Evaluation Reports
F1 AE 512141 3540 Fls 52x84.odf17676R6
Created by Independent Third Party: Yes
117676.15 13540 SH 148x72 Fin Frame I
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. No
Design Pressure: +35/-35
Other: R-PG35. Units must be glazed in accordance with
ASTM E1300-04.
Certification Agency Certificate
FL17676 R6 C CAC APC A2726.01.odf
Quality Assurance Contract Expiration Date
07/20/2019
Installation Instructions
FL17676 R6 11 Install Instructs - 3540 SH FIN 4802 (As
Tested).Ddf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS ,
Limits of Use Certification Agency Certificate
FL17676 R6 C GAG APC(108171C7327,01-109-47 - 16.DdfApprovedforuseinHVHZ: No
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/12/2022
Design Pressure: +35/-50 Installation Instructions
Other. LC-PG35. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH CHS Fin 108x74.odf
ASTM E1300-04. Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
17676.17 13540 Twin Single Hung 173x71 Finless Frame
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-40
Other: R-PG35
Certification Agency Certificate
FL17676 R6 C CAC APC F1902.01-109-47-RO 3540
SH.odf
Quality Assurance Contract., Expiration Date
11/03/2020
Installation Instructions
FL17676 R6 II 08-02997 - Anchor CliD.odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17676 R6 AE 513853.Ddf
Created by Independent Third Party: Yes
Bark ne t
Contact Us-. 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487.1824
The State of Florida is an WEED employer copyright 2007-2013 Stale of Florida. Privacy Statement :. Access.bility Statement :. Refund Statement
Under Florida law, email addresses are public records If you do not want your a -mad address released in response to a publrc-records request, do not send
electronic man to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.467.1395. 'Pursuant to
https://www.floridabuilding.orglprlpr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR... 2/ 16/2018
ELEVATION
36'
2' typ.
max.
2typ.
TTI
8' o.c. /
mffax. /
1.
r Min Edge 7/16" F
ill"CLEARANCE
ALL FOUR SIDES>
7'c 'NAIL- FIN _ 1S A GENERIC TERM WHICH
HEAD DETAIL
SIZE HEADER AS NEEDED
CAULK UNDER NAILING
FIN ENTIRE PERIMETER
BEFORE FASTENING.
SHIM AS
REQUIRED
DRYWALL
M•
SHEATHING)
MUST ACHIEVE 1I-Ile PENETRATION
INTO STUD.s
SILL DETAIL
Notes:
1. Installation depicted based off of structural
test report #82133.01-109-47.
2. Wood screws shall satisfy the National
Design Specification for Wood
Construction for material type and
dimensional requirements.
3. Wood buck installations are assumed 2x
S-P-F (G=0.42) or denser. Buck width
shall be greater than the window frame
width. Tapered or partial width bucks
ore not allowed. Wood buck shall be
secured to the structure to resist all
design loads.
4. Wood screw lengths shall be sufficient
to guarantee 1-1/4' penetration into
wood buck..
5. Maximum shim thickness of 1/4'
permitted at each fastener location.
Shims shall be load bearing, non -
compressible type.
6. These drawings depict the details
necessary to meet structural load
requirements. They do not address the
air infiltration, water penetration, intrusion
or thermal performance requirements of
the installation.
7. Installation shown is that of the test
window for the size shown and the
design pressure claimed. For window
sizes smaller than shown, locate
fasteners 2' from comers and no more
than 6' on center. Design pressures of
smaller window sizes are limited to that of
the test window.
r;C.r-i_-,1, -2-
SIZE AND DESIGN PRESSURE CHART - — --- - -- - ---- - - -
FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +40.10/-50 UNITS UP TO 36' x 84'
SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS)
INSTALLATION INSTRUCTIONS
do FASTENER SCHEDULE — FIN—
nim,ce
WAM 9" 041C
M.R. 12-14-09
a OI3540SingleHung
rxn san
NONE I a 1
Windows & E
Gratz, PA
0 b
3540-3240 SH FIN -
36" MAX.
FRAME WIDTH
4" TMAX.
ANCHORS TO BE
1
EOUALLY SPACED. SEE
ANCHOR CHART
SHEET I FOR UNIT
SIZE AND ANCHOR 84" MAX. QUANTITY O FRAME
HEIGHT
X
4 MATX Ll
SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
40.0/-50.OPSF NONE
Numbe of awhors
rmwqulnd at each Ismb
Helpht
Pn)
Panel wldib In)
F24.0 1 30.0 130.0
S4A 2 2 2
30.0 2 2 2
30.0 3 1 3 1 3
42.0 3 3 3
40A 3 3 3
54.0 3 3 4
00A
00A 4 4 4
72A 4 4 5
1e.0 4 4 s
040 4 5 1 5
TABLE OF CONTENTS
SHEET NO.1 DESCRIPTION
1 I ELEVATIONS. ANCHORING LAYOUTS AND NOTES
2 - 3 I INSTALLATION DETAILS
RcV slobs
OESCRiPTION I WTE NOROvco
NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 10 COMPLY YiliH
REOUIREMENTS OF THE FLORIDA BUILDING CODE
2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TOPROPERLYTRANSFERALLLOADSTOSTRUCTURE. FRAMING AND MASONRY
OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER. OF RECORD.
3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING ORMEMBRANESELECTIONOFCOATINGORMEMBRANEISTHERESPONSIBIIITY OF
THE ARCHITECT OR ENGINEER CF RECORD.
4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE
PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd=I.6 WAS USED FOR
WOOD ANCHOR CALCULATIONS
5) FRAME MATERIAL. EXTRUDED RIGID PVC
6) SASH UNITS MUST BE REINFORCED WITH GVL-451-020 STEEL REINFORCEMENT. MEETING RAILS MUST BE REINFORCED WITH RF-104S-020 STEEL REINFORCEMENT
7) UNITS MUST BE GLAZED PER ASTM E1300-04.
8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND
BCRNE DEBRIS REGIONS.
9) SI-IM AS REOUIRED AT EACH INSTALLATION ANCHOR WI1H LOAD BEARING SHIM.
SFIM WHERE SPACE OF 1/16 OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM
STACK TO BE 1/4".
10) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16_ TAPCONS WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
1 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/16" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
12) ALL FASTENERS TO BE CORROSION RESISTANT.
13)INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED BELOW.
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE I (CR
GREATER).
SIGNED:
MIWINDOWSD DOORS 51T'
RiL0650
WKE GRANTZ.
PA 17030-0370 GEN3'.S SERIES
3540 FINLESS PVC SINGLE HUNG WINDOW NON -
IMPACT 36 STEELREINFORCED " X 84 Of
Z ELEVATION. ANCHORING LAYOUT AND NOTES AT OR%
N OTK NO 08-
01372 REv
sS'(ORLO ad` igI
NA LLYYY\ scat
aTE NTS10/17/11 sMEa I OF 3
RENSIDNS
RIEvIDE'.+WIMON I WIE I MORMED '
2X BUCK/WOOD FFAMING
BY OTHERS. 2X BUCK TO
BE PROPERLY SECURED
FLANGE 70 BE OOa
eC
SET IN BED OF
1/4" MAX 1 3/16" MIN 1/4" MAX.
APPROVED SEALANT SHIM EMBEDMENT SHIM
0
HEAD TO RE SET
IN A BED OF APPROVED r q8 w000 SCREW
CONSTRUCTION SELANT
INTERIOR
2X BUCK/WOOD FRAMING
BY OTHERS. 2X BACK TO T
EXTERIOR RINTERIO8= PROPERLY SECURED \ 9 -
EXTERIOR
FLANGE
TO BE SET
IN BED OF SILL
TO BE SEr IN APPROVED SEALANT HORIZONTAL CROSS SECTION BED
OF APPROVED 2X SUCKAVOOD FRAMING INSTALLATION CONSTRUCTION
ADHESIVE o
FLANGE
TO BE 1/
4" MAX. SET
IN BED OF - Cam' SHIM APPROVED
SEALANT NOTE
INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT
SHOWN FOR CLARITY. 2X
BUCK/WOOD FRAMING VERTICAL CROSS SECTION M6so WINDOWSAND DOORS `\`\J`5 Ta 11`r0
1// BY
OTHERS. 2X BUCK TO GRANTZ. PA 17030-0370 ,,•\GENSt` ,s BE
PROPERLY SECURED XBUCKhNOODFRAM/NGlNSTALLATION SERIES
3FINLESS PVC SINGLE HUNG WINDOW _ * REINFORCED STEEL
REINFORCED -NDN-IMPACT 36" X 84 ` INSTALLATION DETAILS
p , AT OF Iur oPAWN owr
ND 08-01372
Rcv %FSS/
COR ac` N, V.L. '
2jo11111T1` NTS —
10/
17/11 alrccr 2 OF 3
MASONRY/CONCRETE
BY OTHERS
OPTIONAL IX BUCK BY
OTHERS, IX BUCK TO BE
PROPERLY SECURED. SEE
NOTE 3 SHEET 1
FLANGE TO BE
SETIN BED OF
APPROVED SEALANT
EXTERIOR
FLANGE_ TO BE
SETIN BED OF
APPROVED SEALANT
OPTIONAL I BUCK BY
OTHERS, 1X BUCK TO BE
PROPERLY SECURED. SEE
NOTE 3 SHEET I
d,
C
1 /4" MAX.
SHIM
HEAD TO BE SET
IN A BED OF APPROVED
CONSTRUCTION SEALANT
INTERIOR
VERTICAL CROSS SECTION
MASONRYA;ONCRETE INSTALLATION
SILL TO 13E SET IN
BED OF APPROVED
CONSTRUCTION ADHESIVE
1/4" MAX.
Slim
REMSIONS
IREVOESCMPFIONM1EnvvRpyEU
1 1/4" MIN. 1/4" MAX
EMBEDMENT SHIM
3/ 16- TAPCON
MASONRY/CONCRETE
BY OTHERS
INTERIOR
2 5/8" MIN.
EDGE DIST.
a
OPTIONAL IX BUCK BY EXTERIOR_
OTHERS. IX BUCK TO BE FLANGE 10 CEPROPERLYSECURED. SEE
NOTE 3 SHEET I SET IN BED OF
APPROVED SEALANT
HORIZONTAL CROSS SECTION
MASONRYA;ONCRETE INSTALLATION
NOTE. INTERIOR AND EXTERIOR FINISHES. BY OTHERS.
MASONRY/CONCRETE - fjOT SHOWN-FOR-CLARTY.
BY OTHERS
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRANTZ. PA 17030-0370
SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW
STEEL REINFORCED - NON -IMPACT 36" X 8A
INSTALLATION DETAILS
OW>vN OrvG NO
V.L. 08-01372
ISCALE NTS IOATC 10/17/11 1 SEcl3 OF 3
1/23/2018 Florida Building Code Online
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Code Version 2017 FL# 17676.16
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Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
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bearcn Kesuits
ELA
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Tvoe
a.
Manufacturer Validated 6 Status
FL17676-116 Revision MI Windows and Doors Steven M. Urich, PE Approved
FL*:FL17676.16 717)317-8454
History Model: 3540 Triple SH
Description: 108x74 Fin Frame Triple CHS
Category: Windows
Subcategory: Single Hung
Approveg gy VGrn. npprvv- vY Vo anon — .c. .. .-....- .--
Contact Us :: 7601 Blair Stone Road. Tallahassee FL 32399 Phone, BW487-1824
The State of Florida Is an AA/EC•O employer. r02v1i0ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
i
Under Florida law, email addresses are public records. If you do not want your e-mall address released In response Ito a public records request, do not send electronicmalltothisentity. instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section455.275(1), Florida Statutes, effeddve October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they haveone. The emalls provided may be used for official communication with the licensee. However email addresses are priblic record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public To deterinlne If you are a licensee under Chapter 455, F.S.,
please dick here .
Product Approval Accepts:
Credit Card
Safe
2
Iti'&A-CLEARANCE
ALL FOUR SIDES)
WHICH
ELEVATION
HEAD DETAIL
IIASH
Or om
Anchor
sos secuor
Details)
Min Edge j'
SIZE HEADER
AS NEEDED
Caulk under ENTIRE
pperkneter-of- -
No01ng M before
fastening.
SHIM AS
REQUIRED
L IS X 1-5/8' SCREW (SHOWN WITH 1/2'
SHEATHING) MUST ACHIEVE 1-1/4-
PENETRATION INTO STUD. .
SILL DETAIL.,-,
1 V}61 lip
I
Notes:
1. Insta6atlon depicted based oil of
structural test report
C7327.01-109-47.
2. Wood screws sholl solify the National
Design Specification for Wood
Construction for material type and
dimenslond requirements.
3. Wood buck Inslollotions are assumed 2x
S-P-F (Cw0.42) or denser. Buck width
shop be greater than the window frame
width. Tapered or partial width bucks
are not allowed. Wood buck stall be
secured to the structure to Moist all
design loads.
4, Wood screw IengUho shall be sufficient
to guarantee 1-1/4' penetration into
wood buck.
5. Maximum shim thickness of 1/4'
parmilted of each fostsner location.
Shims shall be load bearing. non -
compressible type.
6. These drawings depict the details
necossory to meet structural load
requirements. They do not address the
air Infiltration. water penetrotloN Intrusion
or thermal psrformancs requirements of
the Installation.
7. Installation shown Is that of the test
window for the size shown and the
design pressure claimed. For window
sizes smaller than shown, locate
fosleners approx. 2' from comers and
no more than 12' on center. Design
Presaures of smaller window sizes are
knited to that of the lest window.
SIZE AND DESIGN PRESSURE t71ARE'
FASTENER TYPE AND SP90 SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35/-50 UNRS UP TO 108' z 74'
SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS)
I THING
Min Edge Distance + "
ems'
INSTALLATION INSTRUCTIONS
V.M.R. 8-20-09
FASTENER SCHEDULE — FIN— — rm
JAMB DETAIL M - 3540 Single Hung NONE 1 1
Windows & Doors Continuous Head and SIII "'"'
Gratz, PA 3540 SH CSH nN
Florida Building Code Online Pagel of 3
7CPIDA OLPp PWCt.T GFS II... I I a
Business & Professional Regulation
car-,( MG-2 lasui oerAi oePa or-oiont ccrrpct Dare
F nda
r m Product Approval
USER: Pubk User
Sriri iav
protluct Aooroval Menu > product or Application Marc!+ > Application List > Application Detoll
FL # FL15332-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived 0
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Luis Roberto Lomas
PE-62514
National Accreditation and Management Institute
12/31/2018
Steven M. Unch, PE
G Validation Checklist - Hardcopy Received
FI IS332 R4 COI FLCOI.odf
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
Method 1 Option D
Year
2008
httns://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtH8572gvd Wl... 2/16/2018
Florida Building Code Online Page 2 of 3
Date Submitted 08/11/2017
Date Validated 08/13/2017
Date Pending FBC Approval 08/15/2017
Date Approved 10/10/2017
summary of Products
FL # Model, Number or Name Description
15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON -
REINFORCED
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15332 R4 Il 08-00509E.Ddf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE 510807D.Ddf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON -
REINFORCED
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL (5332 R4 II 08-00498E.odf
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Fi 15332 a4 AE 510805D.Ddf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.3 SERIES 420 ALUMINUM SGD
REINFORCED
SERIES 420 ALUMINUM SGD REINFORCED OXO
145-3/4"x96"
Limits of Use Installation Instructions
Approved for use in HVHZ: No F 15332 R4 II 08-02248C.odf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Fi 15332 R4 AE 512968C.Ddf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.4 SERIES 420 ALUMINUM SGD
REINFORCED
SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX
96"x96"
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Fi 15332 R4 11 08-02249C.Ddf
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Fl 15 32 R4 AE 512969E Ddf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.5 SERIES 420 ALUMINUM SGD
REINFORCED
SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96"
Limits of Use Installation Instructions
Approved for use in HVHZ: No FI I5332 R4 11 08-02250C.Ddf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other. REFER TO APPROVAL DOCUMENT FOR DESIGN F 15332 R4 AE 512970C.odf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.6 SERIES 420 REINFORCED
ALUMINUM SGD
SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX
96"x96"
Limits of Use Installation Instructions
Approved for use in HVHZ: No Fl iS332 R4 11 08-00499E.Ddf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports I
Other. REFER TO APPROVAL DOCUMENT FOR DESIGN Fi I r,332 R4 AE 510806D.odf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96"
ALUMINUM SGD I J
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Installation Instructions
Fi 15332 R4 Il 08-00 OliE.odf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
https://www.floridabui ld ing.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtHi8572gvd W I... 2/ 16/2018
Florida Building Code Online Page 3 of 3
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FI 1 5337 R4 AE 510808D.Ddf
PRESSURE RATINGS I Created by Independent Third Party: Yes
15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON -
REINFORCED
Limits of Use Installation Instructions.
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL15332 R4 11 08-00502E.Ddf
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FI 15332 R4 AE 510809D.0f
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX
ALUMINUM SGD 143"x96"
Limits of Use Installation Instructions.
Approved for use in HVHZ: No FL15332 R4 II 08-00503E.odf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 510810D.Ddf
PRESSURE RATINGS Created by Independent Third Party: Yes
Back Neat
Contact Us :: 2601 81air Stone Road Tallahassee FL 32+99 Phon : RSO-497-1824
1
The State of Florida is an WEED employer Copyright 2007-2013 State of Florida.:: Prwacv Statement :: a•rl!sjibllity Statement :: Refund Statement
Under Florida law, email addresses are pudic records If you do not want your e-mail address released in response le a pudic -records request, do not sendelectronicmadtothisentityInstead, contact the office by phone or by traditional marl. If you have any questions, please Contact 850.487.1395. -Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.5 must provide the Department with an email address if
they have one. The emalls provided may be used for official communication with the licensee. However email addressis are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under
Chapter 455, F.S., please clock here
Product Approval AccePtr:
Credit Card
Safe
https:Hww,,Ar.floridabui lding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgtH8!572gvdWl... 2/16/2018
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD.
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5.
6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE
DEBRIS REGIONS.
8. SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-.
9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 DO
NOT REQUIRE WATER INFILTRATION RESISTANCE.
OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 110 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1- MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
12 FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
13 ALL FASTENERS TO BE CORROSION RESISTANT.
14.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA. 33KS1 OR ALUMINUM 6063-T5 .048' THICK MINIMUM
15. APPROVED CONFIGURATIONS: OX-.-XO, XX: XP: PX, -XIP, PIX -
TABLE OF CONTENTS
SHEET NO DESCRIPTION
1 NOTES
2 - 3 ELEVATIONS
4 - 10 INSTALLATION DETAILS
RVASIONS
DESCRIPTION DATE APPROVED
ADDED CHARTS 03/05/12 R.I.
REVISED PER NEW TESTING 10/29/13 R.L.
ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L.
REVISED INSTALLATION DETAILS OB/03/15 R.L.
REVISED INSTALLATION DETAILS 06/21/17 1 R L
533a • q SIGNED: 06/21/2017
MI WINDOWS_.AND DOORS LLC N5 -R 1fio/////; -
650
N \.ENs ygs•% GWESTRTZ.
MPAKE7030REET
v F
SESERIES420REINFORCEDSGO
96" x 96"
NOTES p TAT OF , (Q
DRAWN,DvrD ND
REv
E
F.A. 08-00499
Luis R. Lomas P.E.
SCALE NTS 02/23/09 — 1 OF 10
L ROBERTOLOMASP.E
1432 WOOOFORO RO LEWISVILLE. NC 27= FL No.: 62514
434-MO-MO ftMSf I b-=* C"
Ff
HE
6' MAX17'
96- MAX FRAME WIUIM
CHORS PER LOCATION
HART #3
UMBER OF LOCATIONS
ED
MAX
O.C. LF
6' _MAX
L
17' MAX
O.C.
I O X
AX
AME
GHT
6' MAX
SERIES 420 REINFORCED SGD
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
40.OPSF Nave
SEE CHARTS N1 AND 02 FOR OTHER UNITS RATINGS
NOTES.
1. MAXIMUM PANEL SIZE: 48 1/I x 95'
2. MAXIMUM 0.1. 0 : 44 50' x 90 50'
CHART 81
WHERE WATER INFILTRATION RESISTANCE IS REOUIREO
6• MAX SEE NOTE 9 SHEET 1
Design pressure chart (ps0
Segb Panel and Total Frame Width (n)
Franc
30.0 30.0 1 4z0 1 48.0
Haght
in)
60.00 72.00 8400 96,00
Pos Nap Pas Neg Poa Nag Pas Nag
04.0 40.0 60.0 10.0 58.2 400 522 40.0 480
88.0 40.0 60.0 41 54.9 400 49.1 40.0 45.0
02.0 40.0 59 a 10.0 51.9 40.0 ae.4 40.0 42.4
D8.0 40.0 56.9 40.0 d9 2 40 0 13.9 400 40.0
CHART N2
WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED
SEE NOTE 9 SHEET I
Design pressure chart
Sigb Panel and Total Frame Wdth (in)
Frame
30.0 30.0 42.0 4e.0
in)
60.00
Neigh1.9
72.00 4.00 86.00
s Nap Pos Nep PCs Nep Poa Meg
4.0 0 60.0 55.2 50.2 522 522 48.0 48.0
88.0 0 60.0 54.9 54.11 49.1 49.1 45.0 45.0
92.0.8 59.e 51.9 51.9 464 46A 42.4 424
8e.0 1 569 1 49.2 1 49.2 439 43.9 40.0 40.0
CHART D3
Number of anchor locations required
Singb Panel and Total Frame V" (el)
30.0 3e.0 4zo Ie.O
60.0 7zo 84,0 960
H&S Jamb H&S Jermb H&S Jamb H&S JambE92. 4 6 5 5 6 6 6 6
4 6 s 6 6 6 6 6
4 6 5 6 6 6 6 6
4 6 5 6 6 6 6 8
HARDWARE SCHEDULE
FLAT MOUNTED HANLOE SET (99.04.14S) AT 38 314.ON CENTER FROM PANEL BOTTOM
METALLIC TANDEM ROLLERS (99.17-195) AT EACH ENO OF PANEL BOTTOM RAILS
JMNUM6063-Tr. REINFORCEMENT(668) AT ALL PANEL INTERLOCKS
iMNUM 6063-TS REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK
REVtwwS
DESCRIPTION DATE APPROVED
ADDED CHARTS 03/05/12 R L.
REVISED PER NEW TESTING 10/29/43 R.L.
ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L.
REVISED INSTALLATION DETAILS 08/03/15 R.L.
REVISED INSTALLATION DETAILS 06/21/17 R.I.
MI-WINDOWS-AND-DOORS -L-LC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 420 REINFORCED SGO
96" x 96"
ELEVATION
F.A. 1 08-00499
stJdE NTS -`E 02/23/09 1 SHEET 2 OF 10
L. R08ERTO LOMAS P.E.
1,32 WOOOFORO RO LE WISVRLE. NC 27023
431-698.0609 rsortasflhbmaaDe sum
SIGNED: 0612112017
4A TdOFp
t, ''ZOR1Op';i:
ssZONA j10aG
Luis R. Lomas P.E.
FL No.: 62514
96" MAX FRAME WIDTH
1) ANCHOR PER LOCATION
AT HEAD & JAMBS
SEE CHART #4
FOR NUMBER OF LOCATIONS
REOUIRED
17" MAX
6" MAX r- I--'r O.C.
6" MAX
17" MAX
0 C.
96"
MAX
FRAME
HEIGHT
L
6" MAX
REVISIONS
REV OESCRIPTION MIL APPROVEO
A ADDED CHARTS 03/05/12 R.L.
B REVISED PER NEW TESTING 10/29/13 R.L.
C ADDED FIANCE AND FIN INSTALLATION 12/06/13 R L.
D REVISED INSTALLATION DETAILS 08/03/15 R.L.
E I REVISED INSTALLATION DETAILS 06/21/17 1 RL.
NOTES:
1. MAXIMUM PANEL SIZE: 48 1)2' x 95'
2, MAXIMUM D.L.O.: 44 SM' x 90 59"
Number of anchor loco clons required
Sirgk Panel and Total Unit VWth (vI)
Frame
Height
30.0 36.0 42.0 48.0
60.0 72.0 64.0 960
H65 Jimb H6S Jamb H6S Jamb H65 Jamb
84.0 1 4 1 6 5 6 6 6 6 6
88.0 4 6 5 6 6 8 6 8
92.0 5 6 5 6 6 6 6 6
96.0 4 6 5 6 6 6 6 6
SERIES 420 REINFORCED SGD (2) ANCHORS PER LOCATION
EXTERIOR VIEW AT SILL
SEE CHART #4
DESIGN PRESSURE RATING IMPACT RATING FOR NUMBER OF LOCATIONS
REQUIRED
t40.0PSF NONE
SEE CHARTS N I AND I2 FOR OTHER UNITS RATINGS HARDWARE
SCHEDULE FIAT
MOUNTED HAHLOE SET (99-0a-145) AT 38 3—ON CENTER FROM PANEL BOTTOM METALLIC
TANDEM ROLLERS (99.17-195) AT EACH ENO OF PANEL BOTTOM RAILS JMINUM6063-
T6 REINFORCEMENT (666) AT ALL PANEL INTERLOCKS JMINUM
6063-T5 REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK MI
WINDOWS--AND-DOORS LL-C 650
WEST MARKET STREET GRATZ,
PA 17030 SERIES
420 REINFORCED SGD 96"
x 96" FIN
ELEVATION F.
A. 1 08-00499 SCAU
NTS — 02/23/09 --3 OF 10 L
ROSERrO LOMAS P E. I432
W170DFORO RO LEWISVILLE. NC 2M23 4344
a-0609 10om8s@b4x"aVf-o m SIGNED:
06/21/2017 v •
v C,ENy,;9iP 0ATO
51 *=
p
TOF ; Qj SS10NA 11\\\
G. Luis R.
Lomas P.E. FL No.:
62514
REVISIONS
REV DESCRIPTION DATE APPROVED
1/2" MIN.
EDGE DISTANCE A ADDED CHARTS 03/OS/12 R.L.
0 REVISED PER NEW TESTING 10/29/13 R.L.
C ADDEO FLANGE AND FIN INSTALLATION 12/06/13 R.L.
1 3/8" MIN.
WOOD FRAMING EMBE ENT 0 RENSEO INSTALLATION DETAILS 08/03/15 R.L.
OR 2X BUCK E REVISED INSTALLATION DETAILS 06/21/17 R.L.
BY OTHERS
1/4"
MAX.
SHIM 1 3/8" MIN. 1/4" MAX.
10 W000
SPACE
EMBEDMENT F SHIM SPACE
SCREW —
U
INTERIOR
1/2" MIN.
FillEDGEDISTANCEI
EXTERIOR INTERIOR
SILL TO BE SET IN
A BED OF APPROVED
SEALANT
10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
MIN.
AENT
ewe VIZ-1 ` .0
VERTICAL CROSS SECTION
WOOD FRAMIfJGG OR 2X BUCK INSTALLATION
NOTES:
I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS.
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
OESIGNED IN ACCORDANCE WITH ASTM E2112
10 WOOD EXTE,
SCREW
WOOD FRAMING JAMB INSTALLATION DETAIL
OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION
BY OTHERS
SIGNED: 0612112017
MI WINDOWS -AND -DOORS LLC
i
650 REET
0\%l111L11///
r(.EN,SGWESTRTZ,
MPAK17030ET
0 5 ;= SERIES 420 REINFORCED SG0
96" x 96"
FRAME INSTALLATION DETAILS 1rthEf6 Pcot
ADO,. AT OF . `
i s :C(0 RIDRAWN:
F.A.
ORG N0.
OB-00499
REV
E
i U -Ell OF 10NTS — 02/23/09 1 4
Luis R. Lomas P.E. L.ROSERTOLOMASPE.
I4W WOODFORD RO LEWISVILLE. NC 27023 FL No.: 62514
434.me.o60s awN+s®4bmaswawn
METAL
STRUCTURE
BY OTHERS
1/2- MIN.
EDGE DISTANCE
1/4' MAX
W R1 B r SHIM SPACE
10 SMS OR
SELF DRILLING
SCREW
EXTERIOR II II II II INTERIOR
SILL TO BE SET IN
A BED OF APPROVED
SEALANT
10 SMS OR
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
1/2- MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1, INTERIOR AND EXTERIOR FINISHES. BY OTHERS.
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
T
1/2- MID
EDGE OISTA
I
f10 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
REVISIONS
REV OESCRRmDN DATE APPROVED
A ADDED CHARTS 03/05/12 R.L.
8 REVISED PER NEW TESTING 10/29/13 R.I.
C ADDED FLANGE AND FIN INSTALLATION 12/06/13 RL.
0 REVISED INSTALLATION DETAILS 08/03/15 R L
E I REVISEO INSTALLATION DETAILS 06/21/17 R.L.
1 IA' UAV
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI -WINDOWS- -AND - DOORS LL-C -
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 420 REINFORCED SGD
96" x 96"
FRAME INSTALLATION DETAILS
DRAW. NO. owG
F.A. 08-00499
SCALE NTS I DATE 02/23/09 SHEE" 5 OF 10
L ROBERTO COMAS PE
14=WOODFORD RD LEWISVILLE. NC 27023
434-6MM-0150 AWW@&b-AWcRR
SIGNED: 0612112017
9 GENy `p
Ol
DTATE OF
i'••'c(ORIOP•
SS/DNA 10aG\\
Luis R. Lomas P.E.
FL No.: 62514
REVKgNS
REy DESCRIPTION DATE APPROVED
1 1/2' MIN. 1- MIN.
SEPARATION EDGE DISTANCE 1 A ADDED CHARTS o3/05/12 R.L.
B REVISED PER NEW TESTING 10/29/13 R.L.
C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L.
d • ' ' 1 1/4" MIN. 0 REVISED INSTALLATION DETAILS 05/03/15 R.L.
b• EMBEDMENT 1 1/4" MIN. E REVISED INSTALLATION DETAILS 06/21/17 R.L.
CONCRETE/ °
EMBEDMENT
MASONRY 1 /4' MAX.
BY OTHERS - SHIM SPACE
OPTIONAL — • ' SHIM SPACEHE INTERIOR
1X BUCK
TO BE MIN. .'
PROPERLY EDGE
SECURED DISTANCE
aSEENOTE3 ; ••
SHEET 1
3/16- TAPCON
MIN. '
SEPARATION
EXTERIOR INTERIOR
SILL TO BE SET IN
A BED OF APPROVED
SEALANT ° EXTERIOR3/16' TAPCON
3/16" TAPCON CONCRETE/MASONRY
BY OTHERS JAMB INSTALLATION DETAIL
OPTIONAL IX BUCK
CONCRETEIMASONRY INSTALLATION
MASONRY/ TO BE PROPERLY
CONCRETE SECURED
BY OTHERS SEE NOTE 3 SHEET 1
f NOTES'
1 1 /4" MIN. I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS.
EMBEDMENT NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
d • " DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612112017
1Luuurr
z/s" MIN. .
MI WINDOWS AND DOORS LLC
1- MIN 9 R• LO iii
SEPARATION EDGE DISTANCE _ 650 WEST MARKET STREET NJN•'GENGRATZ;--PA' -17030
VERTICAL CROSS SECTION SERIES 420 REINFORCED SGD
CONCRETE/MASONRYINSTALLATION 96" x 96"
FRAME INSTALLATION DETAILS
A• • :
F
owc No. Rtv
D'
OFS.
08-00499 E i `S10NAl
TSsNca 6 OF 10 r111111110\ L ROBERTOLOMASPE. Luis R. Lomas
P.E. IAm WVOOFORO RO LEWISVILLE. NC
170M FL No.: 62514 A.U-m-ow; ft-
QSv&bnusM 0-
WOOD FRAMING
OR 2X BUCK
BY OTHERS
EXTERIOR
1/2* MIN.
EDGE DISTANCE
1 3/8' MIN.
EMBEDMENT
1 /4' MAX.
SHIM SPACE
010 WOOD
SCREWS
INTERIOR
3BESET IN OF
APPROVED JT
10
WOOD SCREW
WOOD
FRAMIN( OR
2X BUCr BY
OTHER! MIN.
RENT
CULiC
ul 191`4l.0 VERTICAL
CROSS SECTION WOOD
FRAMING OR ZX BUCK INSTALLATION NOTES.
1.
INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT
SHOWN FOR CLARITY. 2.
PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED
IN ACCORDANCE MTN ASTM E2112 REVISIONS
DESCRDTON
DATE APPROVED ADDED
CHARTS 03/05/12 R L. REVISED
PER NEW TESTING 10/29/13 R L. ADDED
FLANGE AND FIN INSTALLATION 12/06/13 R.L. REVISED
INSTALLATION DETAILS OB/03/15 R.L. REVISED
INSTALLATION DETAILS 06/21/17 1 R.L 1
38 MIN. /MAX. / 14' M EMEBEDMENT
SHIM SPACE I
INTERIOR 1/
2- MIN. EDGE
DISTANCE Fill
10
WOOD LJ L—jI SCREWS
EXTERIOR
JAMB
INSTALLATION DETAIL WOOD
FRAMING W000 FRAMING OR 2X BUCK INSTALLATION OR
2X BUCK BY
OTHERS SIGNED:
0612112017 MI
WINDOWS AND DOORS LLC 650-
WEST—MARKET—STREET -- GRATZ.
PA 17030 11(
10_//ii 0\ EN
yq SF ,'
p SERIES
420 REINFORCED SGO Dy6 251 FLANGE
INSTALLATION DETAILS A , TAT OF i'•• °
0RIOP 777//
11111111\ F.A .
Dec 08-
00499 alv
E
gt'"
NTS JMTE 02/23/09 SN77 OF 10 L
ROSERTO LOMAS PE 1432
WOODFORD RD LEWISVILLE. NC 27O29 Ur4"'
O s tax-AS@ft-&5mca" Luis
R. Lornos P.E. FL
No.: 62514
1MIN I
EDGEE
DISTANCE I
t/a" MAX. METAL " —
1
SHIM
SPACE STRUCTURE
BY
OTHERS 10
SMS OR SELF
DRILLING SCREW
METAL
STRUCTURE
BY
OTHERS a
10 SMS OR L SELF
DRILLING _ SCREW
1/2 MIN.
EDGE
DISTANC
EXTERIOR
INTERIOR T— 1/
2" MIN. EDGE
DISTANCE VERTICAL
CROSS SECTION METAL
STRUCTURE INSTALLATION NOTES*
1.
INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT
SHOWN FOR CLARITY. 2.
PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED
IN ACCORDANCE WITH ASTM E2112 SILL
TO BE SET IN A
BED OF APPROVED SEALANT
A10 SMS OR SELF
DRILLING SCREWS
METAL
STRUCTURE
BY
OTHERS REVISIONS
REV
DESCMPnON DATE APPROVED A
ADDED CHARTS 03/05/12 R L. 8
REVISED PER NEW TESTING 10/29/13 R.L. C
ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. D
REVISED INSTALLATION DETAILS 08/03/15 R.L. E
I REVISED INSTALLATION DETAILS 06/21/17 R.L t
IA' LAAW JAMB
INSTALLATION DETAIL METAL
STRUCTURE INSTALLATION SIGNED:
0612112017 WINDOWS
AND DOORS L_LC 650
WEST MARKET STREET J\qO\%IlIIIIII(/
GRATZ,
PA 17030 GENSF SERIES
420 REINFORCED SGO FLANGE
INSTALLATION DETAILS 0' 80AT O/
ss/`OR1OiaG` I#
III\\\\ oRAwN,
F.
A. owc
No. 08-
00499 RE A'
T S1C° OF t 0 sNTS02/23/09 8 Luis
R. Lomas P.E. L. ROSERTO LOMAS P E u32
WOOOFORO RO LEWISVILLE. NC 27623 FL No.: 62514 434•
666-0669 AX-&M CO-
RMSroNs
OE9CRFWN DATE APPROVED
1 1/2" MIN. 1 MIN.
SEPARATION EDGE DISTANCE TS 03/05/12 R.L.
R NEW TESTING 10/29/13 RL.
GE AND FIN INSTALLATIONCADOED t2/06/13 R.L.
11/4"MIN.
TALLATION OETAllS 1 R.L. O6/03/ 5A• EMBEDMENT 1 1/4" MIN. TALLATION DETAILS O6/21/17 R.L.
CONCRETE/ I EMBEDMENT
MASONRY 1/4" MAX
BY OTHERS F SHIM SPACE
1/4'
OPTIONAL SHIM SPACE INTERIOR1XBUCKvrTOBE
MIN. PROPERLY EDGESECURED
SEE NOTE 3
SHEET 1
DISTANCE
3/16" TAPCON
3"
v
MIN.
EXTERIOR INTERIOR SEPARATION
v
SILL TO BE SET IN a
A BED OF APPROVED EXTERIOR
SEALANT 3/16" TAPCON
3/16" TAPCON
CONCRETE/MASONRY JAMB INSTALLATION DETAIL
BY OTHERS CONCRETFJMASONRY INSTALLATION
MASONRY/ OPTIONAL 1X BUCK
CONCRETE TO BE PROPERLY
BY OTHERS
T
SECURED
SEE NOTE 3 SHEET 1
a.
1 1/4" MIN. NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS.
EMBEDMENT NOT SHOWN FOR CLARITY.
n d • ' . ' '•' •1 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SIGNED: O6/21/2017
a DESIGNED IN ACCORDANCE WITH ASTM E2112
MI WINDOWS AND DOORS LLC 11 IIIL O//i,/
2 _7./_8" MIN. 1" MIN
SEPARATION EDGE DISTANCE 650WEST MARKET -STREET
GRATZ, PA 17030
x J • • ' 9/%
GENSF +.,,
VERTICAL CROSS SECTION SERIES 420 REINFORCED SGD p`rv,_'/
CONCRETE/MASONRYINSTALLATION 96" x 96"
FLANGE INSTALLATION DETAILS
v , 6 .
11 , TAT OF W
ORC ND. REV i/'FS:'tORM"' Gi:
08-00499 E 7SZONA 'E \\N
SNEflS02/23/09 9 OF 10FNTL. ROBERFO LOMAS P E. Luis R. Lomas P.E.
t4v W0ODFORDROLEW7SVRAE.NC27027 FL No.: 62514
U••6w-0609 Nbmas a bnw sDe min
1/4 MAX
WOOD FRAMING SHIM SPACE
BY OTHERS
INTERIOR
1 1/4"
U
MIN.
EMBEDMENT
T_
A-iAPPROVED
SEALANT EXTERIOR
BEHIND FIN
88 WOOD
SCREW 7/16- MIN
EDGE DISTANCE JAMB INSTALLATION DETAIL METAL
1
EDGEW000FRAMINGOR2XBUCKINSTALLATIONSTRUCTUREDISTANCE
BY OTHERS
TRIM
APPROVED
SEALANT
BEHIND FIN
Q8 WOOD
SCREW
7/16" MIN
EDGE DISTANCE II
EXTERIOR
REVISIONS
APPROVED
OCSCRIPIION DATE
ADDED CHARTS 03/05/12 Ill,
REVISED PER NEw TESTING 1o/29/13 R.L.
ADDED FLANGE AND FIN INSTALLATION 12/06/13 R L.
REVISED INSTALLATION DETAILS 08/03/15 R.L.
REVISED INSTALLATION DETAILS O6/21/1T I R.L.
1 5/8- MIN.
EDGE DIST.
TRIM —
INTERIOR
MASONRY/CONCRETE
BY OTHERS
HOOK STRIP
1 1/4" MIN,
EMBEDMENT
1X BUCK BY OTHERS.
1X BUCK TO BE
PROPERLY SECURED
3/ 16'
INTERIOR EXTERIOR PANEL
1 1/4" MIN. HOOKSTRIP INSTALLATION INTERLOCK
EMBEDMENT
WOOD HOOK STRIP MASONRY/CONCRETE
FRAMING Z#10 SELF DRILLING
BY OTHERS SCREW
1/4" MAX. PANEL
SHIM SPACE EXTERIOR INTERLOCK
T HOOK STRIP INSTALLATION
METAL STRUCTURE
1/2' MIN.
I I EDGE DISTANCE
INTERIOR
INTERIOR TRIM
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLA nON
FOR SILL INSTALLATION SEE SHEETS 4•9
NOTES'
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS.
NOT SHOWN FOR CLARITY
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
1 3/8" MIN.
EMBEDMENT -
HOOK STRIP
S W000
SCREWEW
EXTERIOR
PANEL
INTERLOCK
HOOK STRIP INSTALLATION
2X SUCK4V000 FRAMING
MI WINDOWS_AND DOORS LLC
650 WEST MARKET STREET
GRATZ• PA 17030
SERIES 420 REINFORCED SGD
96" x 96"
NAILFIN & HOOK INSTALLATION DETAILS
yN. 0WO NO.
F.A. 08-00499
VALE NTS °' E 02/23/09 Slw 10 OF 10
L ROBERFO LOMAS PE
1132 WVOOFORO RO LEW/SVILLE. NC 27023
434.666-0609 max^
SIGNED: 06/21/2017
J\\
S,it-
M-AT9:
5
OF ;
0, .
E
i 40R
S1 NA 10?\\
Luis R. Lomas P.E.
FL No.: 62514
1/23/2018
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Steven M. Urich, PE Approved
FL38504-R2 Revision FLU iFL18504.2
and Doors (
717)' 317-8454
History Model: M-1926 Vertical Mullion
Description: M-1926 Vertical Mullion
Category: Windows
Subcategory: Mullions
w. onr a 11— the Commission If necessary.
Contact Us :: "O, Blair Stone Road Tallahassee FL 32399 Phone: 850-48I7-1824_
The State of Florida Is an AA/EEO employer. roovrioht 2007-2013 State of Florida.:: pXbMZ Statement :: arrseebility Statement :: ftt0d 5tatement
Under irecords.edo not want your aiIs y pse ioct4request, do not
send electronic man to this
entity. Instead, contact the office phone by traditionalml.f you have anquestions,Dnc850.8,195.ursuant to Section 45S.275(1), Florida Statutes,
effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have ail adore s, pease providedmay
be used the Department with and maul
addration with the ess which can
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SeCUrl1\'>IL'rlocs
1/
1
NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE
DESIGN OF THE PRODUCT SHOWN }HEREIN. WIND LOAD DURATION
FACTOR CO=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS
PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3.
5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS
DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED
UNDER SEPARATE APPROVAL.
6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE
SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI
WINDOWS AND DOORS, INC.
7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE
LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL
WINDOW OR DOOR UNIT.
8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS
ANCHORED AS SHOWN HEREIN.
9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED
IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED
HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING
TO THIS DOCUMENT.
DESIGN PRESSURE TABLE INSTRUCTIONS:
1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
CHAPTER 16.
2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH.
3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT
THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION
SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING
FOR PRODUCT IN STEP 2.
MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED
DESIGN PRESSURE OBTAINED IN STEP I.
TRIBUTARY WIDTH =
W1 + W2
2
RrAs*m!
DCSCRrTxN wt I APPRMO
I AA
I
REVISED INSTALLATION DEWLS 08/07/15 I R.L.
ANCHORING NOTES:
1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM
EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS
SHEET-3. - - - --- —
2) FOR ANCHORING INTO CONCRETE USE 1/4- TAPCON WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT -
WITH 2 1/2• MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS
SHOWN IN INSTALLATION DETAILS SHEET 4.
3) ALL FASTENERS TO BE CORROSION RESISTANT.
4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND
ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS
LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A WOOD — MINIMUM SPECIFIC GRAVITY OF 0=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N.
TYPE 1 (OR GREATER).
5) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4- SELF
DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED.
HOLES FOR SCREWS ARE NOT PRE —DRILLED BY MANUFACTURER.
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
NOTES
CONFIGURATIONS AND DP CHART
INSTALLATION DETAILS
l3SbLf, , 2—
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ, PA 17030-0370
M-1926 - VERTICAL MULLION
83" MULUON SPAN
GENERAL NOTES
OR W VM N0.
V.L. 1 08-01445
Wmf NTS — 01/11/12 — 1 OF 3
SIGNED: 0810712015
A. BTATE OF •w
0'P••'ORlOT;•
I
6-
2 1/2- MIN
EDGE DISTANCE
1' MIN
SEPARATION MASONRY/CONCRETE
BY OTHERS
1 1/4"
e
MIN. EMBEDMENT
1/4' TAPCON--
SECT5796
CUP
SECT M-1926
MULLION
SECT5796
CUP
10 WOOD SCREW
f I
1 3/8' MIN.
1/2- MIN
WOOD FRAMING/
EDGE DISTANCE
2X BUCK
BY OTHERS
VERTICAL CROSS SECTION
MASONRYA;ONCRETE AND WOOD FRAMING
INSTALLATCIN
3 3/4' --{
t • Ilr
3/6,
4
1
2• 2 7/8"
7/8
SECT5796 CUP
2X 61/4'
FOR CONCRETE INSTALLATION
ALUMINUM 6083-T5.125' THICK
3 3/4'
2 1/4'
1' 3/8'
L_
7/8-
2X 01/4' L
7/8'
T-
1 1/2'
1 —
3 1 /4'
ILLV610N4
REV 06GPDON DATE I APPWAD
A REVISED INSTALLATION DETAILS 08/07/15 1 R.L
SECT5796 CLIP MT000022 CLIP
FOR WOOD FRAMING INSTALLATION
16GA (.=7 GALVANIZED STEEL
ALUMINUM 6069-T5.125' THICK
2 3/4'
SECT M-1926 MULLION
ALUMINUM 6069-T5.125' THICK
SECT5796 OR
MT0000PCLIP
SECT5796 OR
MT000022
4.
CLIP
4 . CLIP INSTALLATION
i 175 JU`t 1
MI WINDOWS AND DOORS
650 WEST MARKET STREET
GRATZ. PA 17030-0370
M-1926 - VERTICAL MULLION
83" MULUON SPAN
INSTALLATION DETAILS
DRAW. owD No.
V.L. 08-01445
UL` NTS — 01/11/12 —F 3 OF 3
SIGNED: 0810712015
Florida Building Code Online
Page 1 of 6
BusinessProfessionalReulation s' AuMNasj ~
OOUir09r i1OBPRb prsf h .00enAGT 08f+P Poridcla r
USER:
Product Approval
Public user
6 Product
Approval Menu > Product or ADD40tion Search > ADDlkatlon Lkt > Application Detail FL20461-R2
FL # Application
Type
Revision Code Version
2017 Application
Status
Approved Comments Archived
Product
Manufacturer
Therma-Tru
Corporation Address/Phone/
Email 118 Industrial Drive Edgerton, OH
43517 419) 298-
1740 rickw@rwbldgconsultants.com
Authorized Signature
Vivian Wright rickw@rwbidgconsultants.com
Technical Representative
Address/Phone/
Emall 1 Quality
Assurance
Representative Address/Phone/
Email Category Exterior
Doors
Subcategory Swinging
Exterior'Door Assemblies Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional
Engineer Evaluation Report -
Hardcopy Received Florida Engineer
or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation
Report Florida License
PE-43409
Quality Assurance
Entity National Accreditation
and Managementilnstitute Quality Assurance
Contract Expiration Date 12/31/2020 Validated By
Ryan 1. King, P.E. Ci Validation
Checklist - Hardcopy Received Certificate of
Independence Fl 20461
R2 COI (c) Certificate of]ndeoendence.od Referenced Standard
and Year (of Standard) Standard ear 101/I.
S.2 1997 ASTM
E330
2002 ASTM E331
2000 TAS
202
1994 Equivalence
of
Product Standards Certified By
Sections from
the Code httn:Hfloridabuilding.
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Florida Building Code Online
Page 3 of 6
Limits of Use
Installation Instructions
R2 II (b) Insr 20461.5.udf
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL20461
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third' Party: YesImpactResistant: No
Design Pressure: N/A Evaluation Reports
AE (c) Eval 20461.5.odfOther: See INST 20461.5 for Design Pressure Ratings, any
additional use limitations, installation instructions and
FL20461 R2
Created by Independent Third Party: Yes
product particulars. (For Fiber -Classic and Smooth -Star
doors, this product approval requires the use of "I" part
numbers for these doors, which have been stained or
painted within six months of installation.)
20461.6 f. Therma-Tru Fiber -Classic and Nominal 810 "Non -Impact" Opaque Composite Edge
Single Door (Inswing/Outswing; X configuration) Smooth -Star Fiberglass
Limits of Use
Installation Instructions
FL20461 R2 11 (b1 Inst 20461.6.Ddf
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Yes
Impact Resistant: No Created by Independent Third Party:
Design Pressure: N/A Evaluation Reports
FL20461 R2 AE (cl Eval 20461.6.DdfOther: See INST 20461.6 for Design Pressure Ratings, any
limitations, installation instructions and Created by Independent Third Party: Yes
additional use
product particulars. (For Fiber -Classic and Smooth -Star
doors, this product approval requires the use of ")" part
numbers for these doors, which have been stained or
painted within six months of installation.)
20461.7 g. Therma-Tru Fiber-Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Single
Door with Sidelite(s) (Inswing/Outswing; Smooth-Star Fiberglass XO,
OX or OXO configurations) Limits
of Use I
Installation
Instructions R2
II (b) Inert 20461.7.udf Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes E
70461 Verified
By: Lyndon F. Schmidt, P.E. 43409 Created
by Independent Third Party: Yes ImpactResistant: No Design
Pressure: N/A Evaluation Reports Eval
20461 7 Other:
See INST 20461.7 for Design Pressure Ratings, any limitations,
installation instructions and FL0461
R2 AE (cl .odf Created
by Independent Third Party: Yes additionaluseproduct
particulars. (For Fiber -Classic and Smooth -Star doors,
this product approval requires the use of ")" part numbers
for these doors, which have been stained or painted
within six months of installation.) 20461.
8 h. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass
Double Door with or without Sidelites Smooth -Star Inswing/Outswing; XX or OXXO confl6urabons) Limits
of Use Installation
Instructions Approved
for use in HVHZ: No FL20461 R2 II (b)Jnst 20461.S.odf Verified
By: Lyndon F. Schmidt, P.E. 43409 ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: Yes ImpactResistant: No Design
Pressure: N/A Evaluation Reports Eval
2p461.8.odf Other:
See INST 20461.8 for Design Pressure Ratings, any limitations,
installation instructions and FL20461
R2 AE (cl Created
by Independent Third Party: Yes additionaluseproduct
particulars. (For Fiber -Classic and Smooth -Star doors,
this product approval requires the use of "I" part numbers
for these doors, which have been stained or painted
within six months of Installation.) 20461.
9 I.ThSFier-Classic and Nominal 8 on empsitEda Fiberglass
ng/
OutswingX configuration) Smooth -tar Single o Limits
of Use Installation
Instructions b)
Jner 2na61.9.odf Approved
for use in HVHZ: No FL20461
R2 II Verified
By: Lyndon F. Schmidt, P.E. 43409 ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: Yes ImpactResistant: No Design
Pressure: N/A Evaluation Reports 20461.
9.odf Other:
See INST 20461.9 for Design Pressure Ratings, any additional
use limitations, installation instructions and FL20461
R2 AE (c) Eval Created
by Independent Third Party: Yes product
particulars. (For Fiber -Classic and Smooth -Star doors,
this product approval requires the use of ")" part numbers
for these doors, which have been stained or painted
within six months of installation.) Fiber -
Classic and Nominal 68 berglass GlazedCompositeEdge1OX20461.10 J.S
ooth-S ar Smooth -Star Single Door with Sidelite(s);(Inswing/Outsw ng; XO,on-
Impact" or
9 '
OXO
configurations) Limits
of Use Installation
Instructions FL20461
R2 II (bl Inst 26461 10 ndf Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Created
by Independent Third Party: Yes ImpactResistant: No Design
Pressure: N/A Evaluation Reports 20461.
10.odf Other:
See INST 20461.10 for Design Pressure Ratings, instructions
and FL20461
R2 AE (c)Eval Created
by Independent Third Party: Yes anyadditionaluselimitations, installation httpWfloridabuilding.
org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuU... 1 /24/2018
Florida Building Code Online
Page 5 of 6
Nominal 8'0 'Non -Impact" Glazed Composite Edge Fiberglass
Double Door with or without Sidelites (inswing/Outswing; XX
or OXXO configurations)
Installation Instructions
Limits of Use FL20461 R2 11 W Inc"na0_16.ndf
Approved for use in HVHZ: No Verified By: Lyndon F. Schmidt,:P.E. 43409ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: Yes
Impact Resistant: No
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.16 for Design Pressure Ratings, FL20461 o nc .c wai n461.16.odf
any additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars. (For Fiber -Classic and Smooth -Star
doors, this product approval requires the use of "I" part
numbers for these doors, which have been stained or
painted within six months of Installation.)
20461.17 q. Therma-Tru Fiber -Classic and Fibergla Si"n Doon-impr witOTpansom (Inswing/OutswaqueCompositeEdge
ing;
Smoot-StarO/X conn)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See INST 20461.17 for Design Pressure Ratings,
any additional use limitations, installation instructions and
product particulars. (For Fiber -Classic and Smooth -Star
doors, this product approval requires the use of "J" part
numbers for these doors, which have been stained or
painted within six months of Installation.)
20461.18 r. Therma-Tru Fiber -Classic and
Smooth -Star
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: INST 20461.18 for Design Pressure Ratings, any
additional use limitations, installation Instructions and
product particulars. (For Fiber -Classic and Smooth -Star
doors, this product approval requires the use of "I" part
numbers for these doors, which have been stained or
painted within six months of Installation.)
20461.19 s. Therma-Tru Fiber -Classic and
Smooth -Star
Installation Instructions
FL20461 L " rk 111UMabti_77,odf
Verified By: Lyndon F. Schmidt; P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
Nominal 6'8'Non-Impact' Opaque Composite Edge
Fiberglass Single Door with Sidelite(s) and Transom
Inswing/Outswing; O/XO, O/OX or O/OXO configurations)
Installation Instructions
FL20461 RZ 11 r 11[1A 7na67.t l2df
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third!Party: Yes
Evaluation Reports
1 '7nAA1 a7 Ae (c) Eval 20461.18.odf
Created by Independent Thirdl Party: Yes
Nominal 6'8 "Non -Impact" Opaque Composite Edge
Fiberglass Single Door with Sidelite(s) (Inswing/Outswing;
XO, OX or OXO Continuous Head and Sill configurations)
Installation Instructions
Limits of Use
Approved for use in HVHZ: No FL20461 R2 II (bl Iner 2na61.19.odf
Verified By: Lyndon F. Schmidt, P.E. 43409ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: YesImpactResistant: No
Design Pressure: N/A
Evaluation Reports
FL20461 R2 AE (c) Eval 20461 19.DdfOther: INST 20461.19 for Design Pressure Ratings, any
use limitations, Installation instructions and Created by Independent Third Party: Yes
additional
product particulars. (For Fiber -Classic and Smooth -StarJ" doors, this product approval requires the use of part
numbers for these doors, which have been stained or
painted within six months of Installation.)
20461.20 t. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact' Opaque Composite Edge
Single Door with Sidelite(s) (inswing/Outswing; Smooth -Star Fiberglass
XO, OX or OXO Continuous Head and Sill configurations)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: INST 20461.20 for Design Pressure Ratings, any
additional use limitations, Installation instructions and
product particulars. (For Fiber -Classic and Smooth -Star
doors, this product approval requires the use of "I' part
numbers for these doors, which have been stained or
painted within six months of installation.)
Go to Page 'd
Installation Instructions
FL20461 R2 11 (b) rncr 2204 t 0,ndf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by independent Third Party: Yes
Evaluation Reports
ra 71714611 R2 AE (cl_Fv_el 20461.20.odf
Created by Independent Third Party: Yes
Back Nut
0 0 Pagel/20
htti)://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsJ9a49YAigXJkH0uU... 1 /24/2018
THERMAITRUo'
Fiber -Classic. & Smooth -Star,
COMPOSITE EDGE
OPAQUE FIBERGLASS SINGLE DOOR
INSWING/OUTSWING
NON -IMPACT'
GENERAL N07ES
tion
1. 2D 7) Fllodd Building Code (FBQ stnuturo equkame hiexc uuding'hee "High
Velocity Hurricane Zone- (HVHZ).
2. Product anchors shoo be as IBted and spaced as shown on details. Anchor
embedment to base material shall be beyond wall dressing or stucco.
3. For 2x stud homing construction, anchoring of these units shall be the some as
that shown log 2x buck masonry construction.
4. Site condillons that deviate Irom the details of thh drawing require hither
engineering analysis by o licensed engineer or registered orchitecl.
5. Fiber•Ctossic L Smoolhdtor Door panels geqube the use of 7 port
numbers and must be stained or pointed vAtNn sbt months of Inslollotion.
r
37.75 MAX
AME WIDTH FRZ
o
o I-
I DESIGN
PRESSURE (PSF) LOCK
INSWING CONtx
HARDWARE
POSITIVE
NEGATIVE Latch
3 Deadboll 67.0 -67.0 Mullipolnt
65.0 -70.0 See
Sheet 3 for Hardware Specifications rrr
1 11111z o 6 N
g-CO m r
C1.
E
d rtta nQQ GmLLd4Ez
DESIGN
PRESSURE (PSF) OUTSWING
POSITIVE
NEGATIVE 67.
0 -67.0 65.
0 -65.0 Iowa or.. JK I FL-
20461.6 Eli
1 Or
SEE HARDWARE
CHART
HARDWARE.TABIf'
MANUFACTURER i-:" :MODEL:.:::
KNOB: FSl
SCHLAGE DEADROLT: B60
KNOB: SIGNATURE SERIES
KWIKSET DEADSOLT: SIGNATURE SERIES (980)
HOPPE MULTIPOINT:MPDGART
THERMA•TRU) 1 (3 pl. Manual Tongue)
Fiber•Closslc/Smooth-Star Door Panel Options
Panel options shown are for wootlon and are representative only
I*nDar opaque panel eonRguroom are allowed)
fV3
0
tIP, zRo
Eo, Z o
K$ cF
erc, er. JK
nac W. LFS
FL-20461.6
sr .3 w 11
1X Buck to be secured to
masonry by others
EXTERIOR r//1aV INTERIOR
1 VERTICAL CROSS SECTION
Shawn wl sub -buckSOutwftshhown (irm ing dniar)
2 HORIZONTAL CROSS SECTION
S S w X su uc c
Outswing shown (IruvAng SirnBar)
u
III111111////
A-.
U: • *i=ai
n
rri
333333 d
j' '.......••
O \\ j O O
z
2'
0 u i
cZ
oE°ETu
3 HORIZONTAL CROSS SECTION
5 OutMw9 shows+ (lnswlne slmuor)
PYP.)
AMEF
n Q 3
n i
Z u
26116 z
u: N.T.S. 5
Ir. JK m
w LFS 3
awc Na:
FL-20461.6 c
N
xl 5 or A o
Notes: I. Sm Ilem 11's 17, 18, 32. 34, 35. 36, 37. 38 ! 39 are attached to lambs w/ (3) 88 X 2• I /7 Pm screws of each and.
S8 Item 4's 16 S 33 are attacked to lambs w/ 12) #8 X 2-1/7 pth screws at each and.
Sm Item 01 S Is attached to lambs utlWng 12) 4110 X 7 pph SMS at each and.
INTERIOR_
SEE NOTE 1
EXTERIOR
eVERTIC A-_ L ROSS SECTION
tnswllig S81
EXTERIOR INTERIOR
3 VERTICAL CROSS SECTION
7 Oulswing SN
INTERIOR
SEE NOTE
EXTERIOR
2 VERTICAL CROSS SECTION
7 Ir;—lg SW
EXTERIOR
SEE NOTE 1
INTERIOR
4 VERTICAL CROSS SECTION
7 I`ubOc Access S®
II1111111J/JJ
A. :
v-
j ys r
Ole '•
liy a
m n
JJ 11111/1 Zome
8•:z
D
DyY LL40. 5
V
W
o
0
0 o
Z
L 5 16 2
IC N.T.S.
en JK o
c n LFS 3
uWNI N0.:
FL-20461.6 c
ar 7 or I n
m . = f
LL
SEE HINGE
O h O V'
elpDETAIL (TYP.)
i''•
0
dmd
28 uci••Z
2X BUCK L T1 z
MUCK G' - - -
SEE TONGUE w i m u 2DIRECti0M26
u 8a STRIKE DETAILa
MASONRY ' Di 4 C (Typ.)
MUCK 25
IX BUCK G
27
M
T^ u o< 8 m aDIRECTTOpm
MASONRY 8 $ $$
LATCH A DEADBOLT DETAIL
m
2X BUCK L
KvAbet
W
SEE LATCH
IX BUCK G
s2 3
a DEADSOLT _ _ DIRECT TO M 1
DEIAIL
u oe SEEIATCH MASONRY 3) r o
y
rQ gj a DEETAIL
t
c 2X
BUCK L 25 '
8 DtAR IX
BUCK G TONGUE
Y DIRECT
TO M ' MASONRY
SUB STRIKE PIATE _
N\
v 2X
BUCK 25 IX
BUCK G 27 DIRECT
TO M MASONRY
LATCH
a DEADBOLT DETAIL ScNage
LATCH &
DEADSOLT STRIKE DETAILS STRIKE
JAMB HINGE JAMB Latch
and Deadbott rmDIRECT
TO MASONRY
DEADSOLT
STRIKE DETAILS Security
Deadbolt Strike Plate) HINGE DETAIL M
1 2X BUCK l 1XBUCK (;
DIRECT
TO M MASONRY
BUCK
30 BUCK
RECTTO
kSONRY
LATCH a DEADEOLTDETAIL u
p oc MULTIPOINT
LOCK STRIKE DETAILS
C=i' kj
d1 i.7
g'• Z=' R
ILZ°
rrrrrrtt
0 = m
N
IIP, O```` >
CiYmdn
dV OO=
C Y1
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations of the comers may be odlusted to mointoln the mi*k
edge distance to moftarldnts.
2. Concrete anchor locotlons noted as MAX. ON CENTER' musf be odlusled to
maintain the min. edge distance to mortorloints, additional concrete anchors
may be requLred to ensure the MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
i 4NCMOR'' ANCHOR MIW:';;:::•:; MIN.GLEARANCE:.MIW
i0'MASQNRY; ;'.
LEARANCE
i0AL1JACENT'`
TyPE'':::•.=.;SI2E''; EMBEDAAENi EL>GE::."•-' ANCHOR:'
1/4' 1.1/d' 2' 4'
TArCONe
ELCO 1/4' 1.1/4' 1' 4*
ULTRACON
3/16' I 1.1/4' I AS SHOWN
TA CON•
WOOD SCREW INSTALLATION NOTES:
I. Maintain a minimum S/Ii' edge distance. 1' and distance. S I' o.c. spacing of
wood screws to prevent the sp6Hing of wood.
n
z
z
Z u
526 16 =
0
Lr: N.T.S.
to JK m
n: LFS ;
ww mu
a
a
FL-20461.6 c
xs 11 or -LL a
THERMAITRU'
DOORS
Fiber -Classic. & Smooth -Star.
COMPOSITE EDGE
OPAQUE FIBERGLASS SINGLE DOOR
w/ SIDELITE(S)
INSWING/OUTSWING
NON -IMPACT'
GENERAL NOTES
1. This product has been evaluated and is In compliance with the 61 h Edition )2017) Florida guiding Code )FBC) structural requirements excluding the "High Velocity
Hurricane Zone" )HVHZ).
2. Product anchors shoo be as bled and spaced as shown on defogs. Anchor
embedment to base material shag be beyond wag dressing or stucco.
3. When used In areas requiring wind bome debris projection. this product IsrequiredtobeprotectedwithonImpactresistantcoveringthatcompiles withFBCSections1609.1.2 & R3DI.2.1.2 as follows: Wind Zones 1, 2 S 3: Glazed Sidegtes
only: Wind Zone 4: Enl're System.
4. For 2x stud framing construction. anchoring of these units shop be the some as
that shown for 2x buck masonry construction.
5.. Silo conditions that deviote from the deto fes drawingreeN ecLfurtherengineeringanalysisbyalicensedengftregistered
6. Fiber{Jossic is, Smooth Stor Door and Sldelile panels require the use ol'l part
numbers and must be stained or pointed within sc months of installation.
5317 MAX OA FRAME
WIDTH
1 Sr MAX
FRAME WIDTH
37.7S MAX
FRAME WIDTH
i z-
O— 0 0
WP
X o
68.7S-MAX O.A. FRAME V_IIDTH
ti
15s MAX
FRAME WIDTH
37.75 MAX
WIDTHFRAME
DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF)
INSWING CUTSWING
CONFIGURATION
POSRIVE NEGATIVE POSITIVE NEGATIVE
xo. ox, oxo 40.0 40.0 40.0 40.0
See Sheet 4 for Hardware Specifications
FAFI
n C ]
Z VZ
8 IO 16 =
0
Lt: N.T.S.
er JK m'
W. LFS 3
a
wrc No.
FL-20461.7 c
N
xi 1. Ord A
13.938' MAX. {
PANEL WIDTH I
t,
x
d
SI t N
SO
LITE
1luunrrrr
G2GT V, i* 6it! Osr!W
0.66'
INTERIOR 9y " o m
c°
illy
Z n
r• P
rr r III„zoozo
na
STILE )WOOD) —
EXTERIOR
9 WuILrgcoa
m
CROSS SECTION EoUPUt.laain9@AORIIC __ONTAI8
9a I
1 6.
8r MAX. TOP
RAIL ;•:.; ,• "'f COMP.)
cc
a
D.
L.O. WIDTH 2.
629 (TYP.) I J FoAm ORE L
POLMJRCEIHANE- 1.
9 PCF MIN.) G a
G
N
EXTERIOR
INTERIOR s
n
N
e
1•
J' O I
RBERGLAU
S13N BTS
FA Ule Frome 0.
07TTHK.) >: o y
L
BOTTOM
RAIL z COMP.) i2
VERIUCAICROSSSEC110NUp
Ute Globnp ntFL-246 E c 4
0
D
a•
e•
n
23 24
1.1/4 MIN. L 29
R
EMB. (TYP.J
a 1 14ORIIONTAL CROSS SECTION
S own w But5
Outsvft shown (usswtng slm0or)
K
SEE NOTE
5 HORIIONTAL CROSS
5 Ou ng s own In g
1
wwllllllllr/j
Notes:
I i i
1.ISMIN.
EMB. -) 1. Sldauto assembly screws located 6' from each and plus 6 more 4'
screws equoBy spoced between (8 screws total per side Jamb). J : n
E 2 SldeOta assembly screws located 1' from each and (2 screws along U.- d1 ehoodlamb). ti O = e C.
i yy 6mqai n
O.ISCSINK
rTyp)
D
lilt%%
p,
o a
a N
I
o a
SEE NOTE 1
o .• —. ' -•— . - •- '
r 8 5$ 9 m c' mtmpiemi41.
P •
r
cZ
NfERIOR B L z'
f° (
C
U
m
O
ao 41 42
1g o
EXTERIOR 6 1 J5W
42
1 I-1/'MIN• EXTERIOR INTERIOR c r` o =oEMB. PP.) 0 cs
3 VERTICAL CROSS SECTION u a
2 HORIZONTALAL CROSS SECTION j Showw/?)(Buck Y 5
ShoOLdwnstlown Pnswk+g sMBor) outswklg spawn (Uuwing sbn0an 1
Q
I S CSINK r
F
D u
lnP)
E
v D
N
SEE
NOTE 1 B o 6
2S e j B
L a
25
w SEE
NOTE 2 u° z25
SO
50
3 mm
6 l0 16 StA
N.T.S. 40414227s owe
m JN 42EXTERIORINTERIORcn Oft
er: Lf'S 3 6
HORIZONTAL CROSS SECTION 4 VERflCAI CROSS SECTION a
oa+
wso Hw FL-
20461.7 5
u ng shown ng ar 5 Shown w/ 2X Buck Oulswingshown (inswing sMW o slrm5orj-t
z d 1.S
MAX.
4m 2.
r MIN.
E1(TERIOR I% j RJIERIOR
2 HORIZONTAL CROSS SECTION
7 Shown Direct to MOSOM
Outswing only w/ 6.9/16 Jomb
Noles:
1. SldeGle assembly screws located 6' hom each end plus d more
screws equally spaced between (S screws total per side Jamb).
2. Sldelle assembly screws located c from each and (2 screws along
hood Jomb).
C
1
ee e
a
L e
E
EMB. (TYP.)
1 HORIZONTAL CROSS SECTION
u ] Shown Direct to Masonry
Outswing only w/ 6.9/16 jamb
a
m
g o $`o:Q
E MIN V'
II •••• yg m qr/
1 IIIIf'1 , U g m 2
coM9c° s"
n in IL i SO
D 2S
n
c
i SEE
NOTE 2lu D(
IERIOR WIERIOR o
3
VERTICAL CROSS SECTION o 7
Shown Direct 10 MOSOMY Outsvft
only w/ 6-9/1 (lamb I Y g
0 yy8 jg G
OGt KIJV
N
Z
Q
v
r i
n
r
o
u ZEXTERIOR
25
E arE 8 10 16 x souL
N.T.S. SEENOTEI1.1/4'MIN. DM
W. JK m EMB. (TYP.) ERTICAL
CROSS SECTION p0L °" LFSown w"NG MD=utsvdngonlyw/
6-9/16 SVh
Direct to Mas, Jamb
FL-20461.7 0 sxat
7 of 14 n
JAMBS
4- (IYP.)
T (1YP•) 4' (rrPJ
111111
III11I11
111
HEAD s JAMBS
P.) IIImIfl
11dlIU
Ifl11dlIp
11
qi
III
11dIyr G
III
to 0
O111
111ql
11dlIU
ql
111
i
41 XO/
OX d
2X
BUCK PP.)
I MASONRY
1YP.)
2X
BUCK ANCHORING JAMBS
4' (
1YP.) r
pyp.) 4' (IYP.I III
IIIflIllIII
dd rIII
Ifl4 AMBS
I
II' III
IIdIIII
Ifl11IIIIU
III11IIIIUIt
III
I!
1
0
NpOXO
f
i •.•
w pJcoLo
mi
o
u MZ°{ Ea
m
d IL VO
e
z
LE
N.T.S. 5 m
JK m c
M LFS ; Ale
a
FL-
20461.7 c m
9 1414
i
28
26
2S
b
27
LATCH A DEADBOLT DETAIL
Kwlkset
L DEADSOLT
DETAIL
SUB STRIKE
PLATE
2S 27
LATCH d DEADSOLT DETAIL
ScMoge
LATCH & DEADB )LT STRIKE DETAILS
1^
STRIKE JAMB
Lotch and Deadbolt
0
e_
m
SEE HINGE
0 ` O
DETAIL (TYP.) o
ac oe oT oe
c
not 8oe
oo` o
tqgt g HINGE
JAMB HINGE
DETAIL XBUCK
X
BUCK IRECT
TO AASONRY
Hu
d
cim
IL
SEE
TONGUE rY P.)
t o
z STRIKED ... c
J .
TONG
UEKE SEE
L TCH SI c 1
DDEADBOLT a
O
n
l
o STRIKE
JAMB 30
MuI
k o
LATCH
t DEADBOLT DETAIL V. n oc: 3 MULTIPOINT
LOCK STRIKE DETAILS g
u
N.T.S. i
er: JK m T
LFS ; xwo
No,: 0
FL-
20461.7 n zT
11 or l4 ,N,
7sr
INSWING THRESHOLD
32 , , Compodte Adlmtobte sD 7.1/T
4.56•-.
1
33 INSWING TH"'HOIDhnwinpBodoFeedSD
5.75
SWING THRESHOLD34I,N— Moderate CBmote SO I-W
S.IS
35 INSWING THRESHOLDWrAnpModeroteC4nole S3
5.75
t,•
INSWING THRESHOLD'
36 Bastc tL ed S314 SII
7.s
37"INSWING THRESHOLD— Intw4p Busk Fbed 7.1lI SR
INSWING THRESHOLD
38 Compodte AdJustabte SD
5.77'
INSWING THRESHOLD
39 tm ew Itosle Compodte Ad}etobte SD
60
O
I
15 PUBUC ACCESS THRESHOLD
Z_
to
P
c B SWEEP 9 SWEEP
o
0 SWEET
11lllll idol2.36•
V_M_ZA
C oa
aade
Z
tq
IM
16 OUISWING THRESHOLD CompodleSO
m
irg Cc
4 +
o it
rD
OUTSWING
THRESHOLD Lo Compodte /
AAenlnUm SD n
0
N
1 4
5.75 c 1 Wuv
OUISWING
THRESHOLD a 1
B Canpodte / Aluminum se Pnemwl
Neoq a
212.
14C
Rr --j
213• I ' z T I ,
r 6 I1 s I SM o
srue N.
T.S. y, tan er
JK L_ o o
1711L a ..
LFS oftalm No: 75
SIDE LRE
SPACER 6 76 SIDELITE SPACER 77 SIDEUIE SPACER FL-20461.7 o Outsw4tp M
dda le Cbmte4eed+old ssaa 13 or 14
THERMAITRUo'
Fiber -Classic, & Smooth -Star.
COMPOSITE EDGE
OPAQUE FIBERGLASS DOUBLE DOOR
W/ & w/out SIDELITES
INSWING/OUTS WING
NON -IMPACT'
GENERAL NOTES
1. This
FloridaaBuilding Code (FBC) structural) requirementsLtss excluding he'Hlgh Velocity)
Hurricane tone (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchorembedmenttobasematerialshallbebeyondwalldressingatstucco.
3. When used In oreos requWng wind borne debris protection. this product Isrequiredtobeprotectedwithonimpactresistantcoveringthatcomplies withFBCSections1609.1.2 b R301.2.1.2 as follows: Wind Zones 1, 2 i 3: Glazed Sldelles
a*. Wind Zone 4: Entire System.
4 For 2x stud Iron*Q construction. anchoring of These units sholl be the some as
that shown for 2x buck mosonry construction.
S. Site conditions that deviate from the details of this drawing require furtherengineeringanalysisbyalicensedengineerorregisteredarchitect.
d. Fiber-Ctossk S Smooth -Slur Door and SldeLle panels require the use of -I partnumbersandmustbestainedorpaintedwithinsbcmonthsofInstaOolbn.
d
74.7S- MAX. OA.
FRAME WIDTH
Z
m
6
00 x x P
CONFIGURAnON
ASTRAGAL HARDLOCXWARE XX,
OXXO STANDARD Latch i Deodboll See
Sheet.4 for Hardware Specificaflons OXXO
COASTAL or Mulilpolnf
XX
COASTAL XX
COASTAL latch a Deodboll XX
COASTAL MuBlpolnl 10S.
7S MAX O.A. FRAME WIDTH V
15.
S MAX. FRAME WIDTH 74.
78' MAX. FRAME WIDTH -I DESIGN
PitFSSURE (PSF) DESIGN PRESSURE (PSF) INSWING
OUISWING NEGATIVE
0 -
40.00 47.0 1+40.b UPOSInVEVE 0* -60.0 0 -
50.0 0 -
55.0 Surface
Bolts Required m
n
n
m
LyOp?
A rio=
N ..
0{ o
e-U d0&
uu
M.
2
FL-
20461.8 ar
1 or 14
13.938' MAX.
PANEL WIDTH
m
O
r
SiRrILLTE LAN11
UP UTE
6.W MAX.
D.L.O. WIDTH
2.62.7 (TYP-)
O
BTS FuQ _Ute Rome
G2 Gl
INTERIOR
SALE (WOOD)
l-'\ HORIZONTAL CROSS SECTION
V 'j') Up Ufa GkWng
l.r
1 1
70P RAIL
COMP.)
2
FOAM CORE
POLYURETHANE -
1.9 PcF MIN.)
EXTERIOR INTERIOR
RBERGLASS SKIN i0.07WIM-)
BOTIOM RAIL —
COMP.)
2 VERTICAL CROSS SECTION
v up uM-6GQ
m N.T.S.
1 on JK
UF
aim Wa
FL-20461.8
XT 3 or -a
M S MIN.
EMB. (TYP.)
TYP) 0.15(
TYP) IT'1PI
1
SEE NOTE'1-- -
INTERIOR
25
a 23 24
1.1/4'MIN. L 29
EMB. (TYP.)
1 HORIZONTAL CROSS SECTION
5 S own w 2) Buc
out= shown (Inswing sim0or)
k
SEE NOTE
n
d
THORIZONTAL CROSSSECTION
n g s Own Ou rwmg s
EXTERIOR
IOR
UOR
EMB. (TYP.)
2 HORIZONTAL CROSS SECTION
5 pulownsHMg shown (rWwirsg strnlar)
6 HORIZONTAL CROSS SECTION
5 ngs own Ou gs
1. Sldelte assembly screws located C from each end plus 6 more
screws equally spaced between (B screws told per side jamb).
along V2. Sldelle assembly screws located C from each and (2 screws
head)omb).
Z
l
y
r
42
c
C
if s VtKI1l.H/2LXt.
KwJ OLbnv.
5
l shown w/ Surface Boll
D
E o.
IP •
2
SEE NOTE 2
SO J
EXTERIOR INTERIOR ti
d
4 VERTICAL CROSS SECTION
5 Orst swir>g shownluuwing *nlos)
ANNE
4
oz
n 8110116
u N.T.S.
L MI. JK e
L m LFS ;
a
aneo Ne0. m
FL-20461.8 u
n
m 5 a<14 n
MAX.
MIN.
EXIERIOR r///,//,j Pl1ER10R
3 VERTICAL -CR OSS SECTION
7 Shown Dhecf to MoreruYOutswingonlyw/ 49/16 Jomb
Double Door Only IN/A w/ Waffles)
Notes:
I. Sldelle assembly screws located 6' from each and plus 6 more
screws equally spaced between Is screws total per side Jamb).
2 Sldefte assembly screws located P from each end (2 screws along
head Jamb).
tq C
1
ti n g WIERWR
40 41 4
1-1/PMIN °
EMS. IIYP.)
DMIOR
1 HORIIONTAL CROSS SECTION
7 Shown Direct to Masonry
Ouhwing oNy w/ 4.9" 6 Jomb
Double Door Only JN/A w/ Sldefites)
Mt
A)
5 VERTICAL CROSS SECTION d VERTICAL CROSS SECTION
7 Shown Dtect to M orv 7 Shown Dared to
Oulswirlgonlyw/d-9/1Slomb Outswingonyw/d•9/1 Jamb
DIRECT TO MASONRY MAX. DESIGN PRESSURE:
3 47 PSF
hj
EW. PYP-)
4 HORIZONTAL CROSS SECTION
SOut ng only wDirect10 % 66--9s % 6YJamb x
zN $
0 C,
i3-
a E
i " = x
Vo munE1r
e=
d
M
I Ii a
A
81016
2 sa
N.T.S. i a.
rar JK e c
m LFS 3 F-
W FL-
20461.8 c n
a
7 or 14 0
ASTRAGAL
4" (IYP.)
r (TYP.)
HEAD 6 JAMBS
TYP.)
II
11
II
xx
I 111111////
40Sc.
P
i• ' yy d a
1 111111 \ G ti D
ASIRAGAI JAMBS u c •:
g E P Z xTYP•) c (1YP.) 4' (TYP.) . *
P)
8 r
m •
r (TYP.) r)TYP.) n 0 5 °. c
maa
III U 111 d
111 it III i
III U III
III 11 111 `
tr D III
II III
II III z z
HEAD 6 JAMBS II III o$
II III fY oPYP')
III
II III m
III II III N
2XBUCK
PYP•) II III c
m
III 11 111
III II III
III II III
III iii
Gt ti 111 ) 111 (3 U
it
III IIIO
O
III
II III
111
11 III
III z
III II III
III II III N
III II III
III II III ei
III II III u
III '
III
0
MASONRY
IYP.)
2X BUCK ANCHORING
u 11.
M
418 u°
8 10 16 i
u N.T.S. 3
w JK n
c er. LfS ;
worc No.:
a
Fl.-20461.8 n
N DIRECT TOMASONRY
G IX BUCK
28
25 2X BUCK 81 25
25 8 27
DETAIL 1 LATCH t DEADSOLT DETAIL
Standard Astrogol Strike Plots @ Head Smogs / Kwlkset
1 EREEA 1!2
a DEADBOLI
DEIAL
8 DETAIL 2 G
a InswMg
Standard Astrogol Sblke Plats @ SD
g *
DaEFAU
DIRECT TO G N DIRECT TO
3MASONRY MASONRY
ASIRAGAL
IX BUCK Q G Ix BUCK Loich and Deodboll
2X BUCK K 25 2X BUCK
6
BOo
ou
DETAIL
v'+e
Cooslol Aslrogol Strike Plote @ Hood Coastal ASlrogtsl StAce Plate @ Heod
Xfi Slwwn w! Surloce Botl Shlke Plate SAown wl Sudoce Bolt Strke Plots
G 64
p
63
G DETAIL 2 1/7 O HOLE
62 DETAIL 2 G
80
outsvmg
trtreck-vkv AShoaol Bal Has @ SM
Siw w1-, t:pd Strikeee S %otg Shown w/ Swloce Bolt Stae Plate
LATCH & DEADBOLT STRIKE DETAILS
SEE HINGE
DETAIL )TYP.)
HINGE JAMB
0
1,0 0
0
SEE LATCH
d i DEADBOLT
p p $ DETAIL
tq
tS a HINGE
DETAIL ASTRAGAL
1
f ock 25
30
LATCH <
DEADBOLT DETAIL u
DIRECT
TO MASONRY
I
X BUCK 2X
BUCK DETAIL
1 MUIlipolnt
lock Sldka Plate ® Head V
DETAIL 2Inswing IX
BUCK Mulllpokst LockSfte Plate O $3 X BUCK
IRECTTO a
o 0MASONRY e
O z
OOu oat
8
10 16 sAN.T.
S. DETAIL 79 GoutymDM
UP. JKMulllpolnlLockSWo
Plate O Sm oHc ft LFS MULTIPOINT LOCK STRIKE
DETAILS e o muwxo
xo:
a-
20461.E
sxm 11 or
14
759-
32 INSWING THRESHOIDBEadCComposlle Adpuslobb Sm 7.1 /2•
INSWING THRESHOLD
33 Ir p twde ITRed sv
S.IS
INSWING THRESHOLD
34 VsAv Moderote CEmole St I-W
S.7S
63
35 INSWING THRESHOLDInsAVModerateCBmole SO
L.
ice` :^ tiYti .. `•±Yt':.•tiir%:
36 INSWING THRESHOLD
t >a bock Fled SJ/,' S0
7.7
la
37 -INSWING THRESHOLD- . yuwlnp Emk Lived 7.114' S0
INSWING THRESHOLD
38 buwft Composlle'AdWable SB
SJT
39 INSWING THRESHOLDImvMpEarleCompodte AdJwtoble S®
6AT'
o
15 UEUC ACCESS THRESNOLD
i +isj /n---"]-
1
to 8 SWEEP 9 SWEEr TO SWEEr d
456'
0
2.36'— 4
1.. WOODJAME .
f""'' id•. ''M
S.B3"
tq
Q
16 OUtSWING THRESHOLDCompodteSD
OVFSWING THRESHOLD
17 Compodle/AkwMMmS®
4 SJS
1.91•
iERMAI--i{-- O.0o
BREAK J
FLUSH
FLUSH BOLT
BOLT
RETAINER
O.O6.T
19 STANDARD ALUMINUM ASTRAGAL
FLUSH BOLT N--4 — OA63'
FLUSH BOLT
RETAINER
0.126'
OUTSWING THRESHOLD COASFAL AIUMINUM ASTRAGAL
18
IZ/AE„eu„so
r
2.1,•--j
215 2IT I
T qtq
75 UWAVSIDFUIESPACERE$ 76 SIDEIRE SPACER 77 SIDELHE S ACER
InsYAnp OutsD Merote C4note Thraslidd
scan N.T.S.
mo er. JK
oac er. LFS
au mc xa
FL-20 61.8
THERMANTRUe
DOORS
Fiber -Classic. & Smooth -Star.
COMPOSITE EDGE
GLAZED FIBERGLASS SINGLE DOOR
INSWING/OUTSWING
NON -IMPACT'
GENERAL NOTES
I. This product has been evaluated and is In compliance with the A Edition
12017) Florida Building Code (FBC) structural requirements excluding the ?Ugh
Velocity Hurricane Zone- (HVHZ).
2. Product anchors shall be as listed and spaced as shown on detoils. Anchor
embedment to base material shoo be beyond wall dressing or stucco.
3. When used In areas requiring wind borne debris protection, this product is
required to be protected with on impact resistont covering that comples with
FBC Sections W.1.2 6 R301.2.1.2.
1. For 2x stud framing construction, anchoring of these units shall be the some as
that Shown for 2x buck masonry construction.
S. Silo conditions that deviate from the details of this drawing require further
engineering onoiysb by a licensed engineer or registered architect.
6. Fiber-Clossic d Smoothdtor Door panels requite the use of'l part
numbers and must be stained or pointed wllhln sh months of Installation.
TABLE OF CONTENTS I
31.15 FRAME
F WIDTH
I
1 X
O O C
m
ff
DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSI)
CONFIG. WE INSERT
DOOR GLAZING LOCK HARDWARE INSWING OUTSWING
POSITIVE NEGATIVE POSITIVE NEGATIVE
MAX. D.L.O.
X
lip llle 21.12" X 63.12"
latch L Deadbolt 50.0 50.0 S0.0 S0.0
X Multipoint S0.0 50.0 SO.0 S0.0
X Molded
Open
21.12' X 63.12'
latch L Deadbolt 50.0 50.0 SO.0 S0.0
X Multipoint S5.0 I -55.0 60.0 60.0
X
Flush Glared 24.12" X 63.38"
latch L Deadbolt 55.0 6S.0 SS.O S5.0
X Multppolnt S5.0 65.0 S5.0 S5.0
X
Flush Glazed 26.0" X 63.3V'
Latch L Deadbolt SS.O 65.0 SS.O 55.0
X Mulflpolnt 50.0 50.0 50.0 50.0
See Sheet 4 for Hardware Specifications
seat: N.T.S.
oira B*: JK
ax. er, LFS
FL-20461.9
z1 -L-or 13
LOCK BLOCK
COMPOSITE -IIZS'LO"GWC)OD)- HINGE STILE
HORIZONTAL CROSS SECTIONCAP (ENGINEERED WOOD)
F.-MUMNg
CD o
ir G3i.--- 0.406 I Ig
Y
INTERIOR
CoMPOSrtE HINGE STILE HORIZONTAL CROSS SECTION
CAP (EN GINEERED WOOD) HORIZONTAL CROSS
DOOR 35,812T MAX. DOOR
PANEL WIDTH
PANEL WIDTH
3
3
3
3
260".
D.L.O.
Ed (FLUSH GLAZING)
7-
x
01
T tq
LtTN
@_DaBOOK
IANEL
43
BOOK IVY —
1.
19r 70
J-3rGi —:1 ml LI '
LOCK
BLOCK STILE 12.
rLONG WOOD) (ENGINEERED WOOD) 35.81.
r MAX DOOR PANEL WIDTH
TOP RAlL-
COMPOSITUENG) INEERED
WOOD INTERIOR
EXTERIOR
G3 G3
RBERGLASS SKIN
0.073'
THK.) 1.71* (
COMP.) COMP.)
1.7 VERTICAL CROSS
SECTION (VER TICAL CROSS SECTION L Bf.
JK Br LFS
ZFL-20461.
9
v
D•
EXTERIOR INTERIOR
1 VERTICAL CROSS SECTION
5 Out wwtowng sowor. ft dmW
O.1S (
nPlP)
INFERIOR
EXTERIOR
2 HORIZONTAL CROSS SECTION
5 Shown uc:
0ulswing stwwn;nrmng slmW
INTERIOR
EXIERKA
1.15 MIN.
FUR. IFYP.1
3 HORIZONTAL CROSS SECTION
5 shownw Bu c
Outswing shown pnswmg skrk4
rlllllll////
1.
O_ '
PI o\\\ n
m
0 xi
m vcg ;cr
mdo
s
1-1/4-MIN.
EMB. (ttP.)
n s
a—Z
61111
N.T.S.
or. JK o
ar LFS ?
rwo
a
FL-20461.9 n
N
n 5 or 13 a
EXTERIOR W— MINOR
EXTERIORINTERIOR
VERTICAL CROSS SECTION
S SEICALCROSSSEC110N47 Shown Direct to Mosorlll VEllown
D1 ec1 to M Outswlrlg oNy w/ 6 9!I d lamb Outswing
only w/ 4-9/I d Jomb DIRECT 10 MASONRY MAX. DESIGN PRESSURE: aw/ STANDARD STRIKE = t 55 PSF a
w/ SECURITY STRIKE = t 60 PS R
t,
C C
C 1
INTERIOR 1 k
v
43 44 45 40
41 42 IMFRWR e
n 43
44 45 a
N 40 41 42 M
1-
X MIN. g
FMB.ITYP.I 8
E
EXTERIOR
E E EXTERIOR
1.
1/
1CMIN. 1.1/4' MIN. EMB. PYP.) EMB. (
tYP.) SHORIZONTALCROSS
SECTION 2 HORIZONTAL CROSS
SECTION 3 HORIZONTAL CROSS SECTION Z Shown Directnto Mosonrd9/16Z F Sh Direct toMoso
7 Shown Direct to MOSOMY pufswing oly w/ Jamb w 7 on n-
AOutswingonly w/ 4-
9/16 Jamb Outswing only w! 4-9/I6 jamb d 1111111111//// A. romz.
o}
r
V =
p
Z ciee
V 20 9'- C'IJ
maa 4 d Eg
p
2 8
3a c 0
Si N
od
I
5
C tq
1 0
N
2
IA
e' 0 8 O
Z c N N a
u
W
M
1•I/
4•
MIN. ws 611 16 i FMB.Q(P.) SWy
N.T.S. d 6 HORIZONTAL CROSS SECTION
m+o we JK m 7 Shown Direct to
Masony uac er LFS 3 c Outswing only w/
6-
9/16 Jamb Mwd c rro: FL-20461.9 0
sim 7 or 13
n
4
a n
o
ES
Q.
o
P 0 ``. h m
3)i6x2-I!Y !11 nnl `
riioapo
PFH wS g n zN •;
JAMB TO HEAD DETAIL-
TYP.)
r (TYP.) m a d e
d
L 2X BUCK
HEAD S JAMBS
i` J IX BUCK$
TYP.) BUCK
m
TO
2X BUCK SAME
N
DIRECT
HEAD& JAMBS G
T ) oKP
m
ci
O ^
n=
B
z
MASONRY BUCK ANCHORING FRAME ANCHORING a
fYP•I C ^
a
O2
N •Z U
F
6 1 i6
T.S.
JKnS
m2'
CNL ;
Diuwlo
WU a
FL-
20461.9 c sly
9 a 13 a
BACKBEDDING
COMPOUND
SHOWN w/*
PIASC2EwU
SS BITECUT-0ln.9/1BTHK GLASS
PANEL1/B•TEMPEREDGLASSINTERNAL GRID (GBG) INTERNAL GRID (GBG)
Op lqn Aluminum Spacer)
AIR SPACE
1/B'TEMPEREDGLASS 9/16* INSULATED GLASS INSERT OPTIONS
q ASEAL, ALUMINUM
PR STEEL SPACER
GLAZING DETAIL
G1 "S U1e Frame
Door Panels
BACKBEDDING
COMPO4
A,Q,W
1 /7 GLASS BITE
SHOWN w/1'iHK. GLASS WROUGHT IRON INSERT
MOLDED OPEN I /Ir TEMPERED DECORATIVE INSERT PRIVACY INSERT
PANEL GLASS
AIRSPACE1/B'IEMPERED-: '1GLASS
N
MINI BLIND
PPH P3B DURASEAL ALUMINUM INTERNAL GRID (GBG) INTERNAL GRID (GBG) (Aluminum Spocer) OR
STEEL SPACER 10pilord AIUMInum Spacer) GIALNG
DETAII G2
BlsUlerome 1" INSULATED GLASS INSERT OPTIONS DOar
PonOb . 11Y
GLASS BRE —j I
S/8'THICK GLASS DOOR
PANEL I /li TEMPERED GLASS AIR
SPACE I /
Lt' TEMPERED GLASS BACKBEDDING
DURASEAL ALUMINUM COMPOUND
OR STEEL SPACER GLAZING
DETAIL G3
MhGlminp D.
Poneb 00
00 INTERNAL
GRID (GBG) INTERNAL GRID (GBG) PRIVACY INSERT OpBonal
Alumtrwm Spoce4 5/&'
INSULATED GLASS INSERT OPTIONS e:
0=ep S
of G z
0 0 a WIDTH
o o n g z° u zf
mda VrVV914 ` M
L' u
z_
o
H
14
1°
Nv
zaW .]
910
X 1.11T 3.2S PPH
PLASCREW BTS Full Lde Frame L•' W BTS
llfE FRAME 3B B13 LIFE FRAME 3A1rra9nsGlo>Lnit rGlo+g owa
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CONCRETE ANCHOR NOTES:
1. Concrete onchcr IOColions of the comers may be odJusfed to malnfoln the min.
edge d1stonce to mortar JOlnts.
2 Concrete anchor locolkwu noted as MAX ON Cf]OW must be adjusted to
maintain the min, edge distance to morfar Joints, oddflonal concrete anchors
may be required to enswe the MAX. ON CENIEr dimension are not exceeded.
3. Concrete anchor fable:
MIN. CLEARANCE RANCEJr11N: CLEA ANCHOR
MIN TD.MA$ONRY; : TO;SADJACENI .: ANCHOREMBEDMEM;':..;:.,=.
EDGF:>:: ;:.::;:::`i1NC11bR 1/
4" 1.1/4' r 4. TAITWNoELCO
1/4- 1.1/1 1' 4' UITRACONa
INV
a 3/16' 1•ip' AS SHOWN 1.1/r iAPCON
WOOD
SCREW INSTALLATION NOitS: 1.
Molntoln o mWmum 5/6' edge didfance, 1' and dsfonce, d 1' o.c. spocing of wood
screws to prevent the spOttirlg of wood. MMIMF
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