HomeMy WebLinkAbout2376 Blue Grouse Ln 17-1273; NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 17100003
BUILDING APPLICATION #: 17-10000360
BUILDING PERMIT NUMBER: 17-10000360
DATE; June 19, 2017
UNIT ADDRESS: BLUE GROUSE LN 2376 17-20-31-501-0000-0030
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SHE: PARCEL:
SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: BRISSON INVESTMENTS LLC
ADDRESS: 27 N SUMMERLIN AVENUE ORLANDO FL 32801
LAND USE: WYNDAM PRESERVE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: MODEL 2376 BLUE GROUSE LANE WYNDAM
PRESERVE LOT 44 SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE
ROADS -ARTERIALS CO -WIDE ORD
Single FamilyHousingROADS
705,00
COLLECTORS
Single Family
N/A
Housing 00
FIRE RESCUE N/A
LIBRARY CO -WIDE ORD
SiWe Family
SCHOOLS
Hou5in 54,00
Single Family
CO -WIDE ORD
Housing 5,000,00
PARKS N/A
LAW ENFORCE N/A
DRAINAGE N/A
1.000 dwl unit 705,00
1.000 dwl unit 00
00
1.000 dwl unit 54.00
1,000 dwl unit 51000,00
00
00
AMOUNT DUE 00
5,
75900 STATEMENT
RECEIVED
BY: <- 6iGNATURE7 PLEASE .PRINT
NAME) DATE: NOTE
TO
RECEIVING SIGNATORY/ / APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELYPAYMENTMAYRESULTINYOURLIABILITYFORTHEFEE. DISTRIBUTION: 1-
BLDG DEPT 3-APPLIcAN,r 2-FINANCE
4-LAND MANAGEMENT NOTE** PERSONS
ARE
ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF
A BUILDING PERMIT, PERSONS ARE
ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVE, BUT NOT LATER THAN CERTIFICATE OFOCCUPANCYOROCCUPANCY. THE REQUEST FOR REVIEW MUST MEET
THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE, COPIES OFRULESGOVERNINGAPPEALSMAYBEPICKEDUP, OR REQUESTED, FROM THEPLANIMPLEMENTATIONOFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD
MV 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IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN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 OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF
CALCULATION AVAILABLE UPON REQUEST, CALL 407-665-7356.
LOA- Q3-1(0 vqm i "I
Application No: -I — ( Z2
Documented Construction Value: o
7
Job Address:.-', Historic District: Yes El Ito$
Parcel ID- Residential ComercialAm
Type of Work: New Addition 1:1 Alteration El RepairDen-mEl Change of Use MoveE] Description
of Work: Plan
Review Contact Person: Title.1 Phone:
F ax: Property
Owner Information Name
Phone: Street:
Resident of property? City,
State Zip: Name
kA Phone: Street:
Fax: --qCL71 State
Zip: City, State License No.:-CCnCLGQQ?J-A--1 Architect/
Engineer Information Name:
Phone: Street:
V) mrlv e- C,4 Fax: City,
St, Zip: —Ank E-mail: Bonding
Company: 1 I A Mortgage Lender: 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 RE
CORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCLNG,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR "40TICE 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 regil.lating 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: 51b Edition (2014) Fir,rida Building Code Revised:
June 30,2015 S, Permit Application
NQ:ELQ F,,: 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 0
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 'Fable 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.
Signature. of Owner/Ageut Date Sign re of ontractar/Agent ate
Robert Willet-c
Print OvAicr/Ageat's Name Print C c gee
Signature of Notary -State of Florida Date Si of at
rs" SOH WOOLMNE
MY COMMISSION # FF 927159
EXPIRES: October 13, 2019
Bonded Thni Notaty Public Underwnfe-
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID - Type of ID Produced 11) __ Type of I.D
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical a""' Mechanical Plumbing GasE] RoofE]
Construction Type: \41' Occupancy Use: Flood Zone: Y--;
Total Sq Ft of Bldg: 61 Min. Occupancy Load: t of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: YesEl No [d # of Heads Fire Alarm Permit: YesE] No 12
UTILITIES: WASTE WATER: APPROVALS: ZONING:
ENGrNEERfN'GT: A: FIRE: BUILDING:
COMMENTS:
Ok to construct Single Family home with setbacks and
impervious area shown on plan,
Revised: June 30, 2015
Permit Application
It
ta-' F"
Application No: ' "I — ( 2
tq}
c cumented Construction Value: $
Job Address: R istoric District: Yes 0 No$
Parcel ID: ResidentialA Commercial 11
Type of Work., New 0 AdditionAlteration El Repair El TieEl Change of Use El move El Description of
Work: Plan Review
Contact Person: Title:1 Phone: F _
Fax-. Email: Property Owner
Information Name Phone:
Street: Resident
of property? City, State
Zip: Contractor Information
Name Phone:
Street: Fax:
City, State
Zip: State License Not: Architect/Engineer
Information Name: '-Phone:
Street: -3()
Mrlv e— Fax: City, St,
Zip: E-mail: Bonding Company:
N11A Mortgage Lender: Application is
hereby made to obtain a permit to do the work and installations as indicated. I certify thatno 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 regidating 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. FRC 105.3
Shall be inscribed with the date of application and the code In effect as of that date: So' Edition (2014) Floxida Building Code Revised: June 30,
2015 Permit Application
Nt)TICE. 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 711
a p-1 ted contract is required
ill W wisidemd thi jjtjW lei ijigWiIiin Alie if the job at the time of submittal.
The actual constructurn value will De ligureu oasect on me current 10- vatuanou fauic In ctj,(xL at kitiz mil" trivFzuIULL 1"I"! "I
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 constr ction and zoning.
of inantottirSignatureofOwner/Agent Date Sign roof ontractor/Agint ate
Robert Will etc. 114
Print Owner/Agent's Name Print C 0 go
1-7
Signature of Notary -State of Florida Date 81 of
4%v lip" SARAH
MY COMMWON A FF 927159
ir EXPIRES: October 13, 2019
8WedThruNotwyP4rk1Jndan%4efs
Owner/Agent is — Personally Known to Me or Contractor/.A. MgentisA, Personally Known to e or
Produced ID — Type of ID Produced ID _ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building El Electrical 0 Mechanical [] Plumbing[] Gas' Roof Li
Construction Type;
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Flood Zone:
A,V—k Acm
of Stories:
Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes E] No 0 # of Heads Fire Alarm Permit: Yes [] No
APPRWASTE WATER: OVALS: ZONING:AUTILITIES: L4k$ ENGINEERING: JA21-,
FIRE: COMMENTS: - Ok
to
construct Single Family home with setbacks and impeRtious area
shown on plan. Z-3. ?-'t- i*T. 20(e
qs*ce, cle vas O" U, cTav-015,e ze,-N. Revised; Juno
30,2015 Pennit Application
City of Sanford
Building and Fire Prevention Division
300 N. Park Ave
Sanford, FL 32772
2017 Residential Perinit l"ec Calculation Form
L.ffi?ctive Febmary 41017 - A ugial 2017
BP# 17-1273
2376 Blue Grouse Lane
Type of Construction: V13
SQUARF FOOTAGE, OFREISIDENCE' LESS GARAGE: 25251squar, feet
SQUARFFOOTAGE" OF GARAGE; ONLY: 385 square feet
SQUARI, FOOTA(it" OF GARAGE AND RESIDFINCE": 2910 square feet
Dollar Valuation of Work: 1 $3304,830.822
Application Fee:
Plan Review Fee:
Total Building Permit Fees
93.40
25.0
914.49
3,206.71
2376 Blue Grouse Lane
Bath Tubs 1 Sinks 1
Drinking Fountain --Solar Piping
Disposal 1 Soda Fountain
Dishwasher 1 Urinals
Floor Drain BreakersVacuum
Sewer Connection 1 Washing Machines 1
Ice Maker 1 Water Closets 3
Laundry Tubs Water Heaters 1
Lavatories 3 Water Piping 1
Pool Piping Water Softener
Showers 1
Total Plumbing Fixtures - 17
Permit #® 17- 1273
Address: 2376 Blue Grouse Lane
Structure Information
Construction Type: VB
Occupancy Type: R3
Roof Type- Shingle
Flood Zone: None
Number of Stories: 2
Number of Bathrooms: 2.5
Square Footage: 2910
Plumbing Fixtures- 17
Fire Sprinkler System: No
Fire Alarm: No
Occupant Load: 15
Af I %
Revision D
Response to Comments U/
City of Sanford
E a far 0 YA
AtIMIMM111,111tig
Submittal Date to
I
Project Address:
Contact: —AMy—JLAMJ
Ph: L4G1 - c1L41-ekx1- Fax:
Email:
Tradescompassed in revision: e
Building
V
El Waste Water
General description of revision:
r- r-
ROUTING INFORMATION
Department Approvals
El Utilities
El Waste Water
El Planning
El Engineering
El Fire Prevention
El Building z !L7-
Re: Wyndam Preserve Lot 44
T0whom it may concern: This
letter is a summary of the corrections being submitted per Steve Fiorey's review comments, 12.
The pipe sizes have been added, however the washing machine branch line is required to be 3 inches minimum
and the VTR for the washing machine is required to be 2 inches minimum. Please revise and a.
Revised plumbing riser showing 3 inches minimum for washing machine branch line and the VTR for
the washing machine ianow showing 2inches minimum. 13. The roof
framing plan on sheets S3.0 and S4.2 are required to show the truss ID's for clarification F&A a. Roof framing
plans on the sheets referenced above have been updated to show the truss D/*now attached
17. Please submit
two copies of Truss Engineering for the floor trusses, as none were submitted. FBC 1O7.2.l;
submittal guidelines (FBC1D7.3'6) a. Truss engineering
is attached 18. The truss
placement diagrams from the truss manufacturer do not match the truss layouts onthe plan pages. Please submit
two accurate truss placement diagrams for nexievv. FBC1Q7.2.l; submittal guidelines (FB[1O7.
3,5); FB[23Q3,4,2 a. Truss placement
diagrams from the truss manufacturer have been revised by the truss manufacturertomatnhthetruss|ayoutsonthep|enpaQes—
seeattached Thank you inadvance
for your assistance. Should you have any questions, please call DOe8i SheyneMange Permit Coordinator 1O84Greenwood
Blvd,
Suite 124
Lake Mary, Fi3274O
4TC HN OF SANFORD
BUILDING AND HIRE Prtk:v[:NrtON DtvtslON
300 N. PARK AVENt t.
SANFORD, F't.oRmA 32772
Peonr: 407.688.5150
FAX: 407.688.5152
FLAN REVIEW COMMENTS
Application Number: 17-1273 Bate: 06/09/2017
Project Description: New SF'R Contact Dame: Sbayne Mangel
Job Address: 2376 Blue Grouse Lane (Lot 44) Contact Email: Sha ,ne.Man e1EcTstarli hthonies,corn
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Codc. It is not a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
Submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 areas
amended by City of Sanford ordinance viewable on our website at wwwsanfordfl.gov. Provide two co des o a acted Ilan sheets and/or
supplemental information as requested. Permit submittals will not be accepted without two co xles.
2°d PLAN REVIEW COMMENTS:
ORIGINAL COMMENT
12. The Plumbing Riser submitted for review is required to show all pipe sues and VTR sizes. Please revise.
FBC 107.2.1; Submittal Guidelines (FBC 107.3.5)
2"11 PLAN REVIEW COMMENT
The pipe sizes have been added however the Washing Machine branch line is required to be 3 inches minimum and the VTR for the
Washing Machine is required to be 2 inches minimum. Please revise and submit two (2) corrected DWV risers.
ORIGINAL COMMENTS
13. The Roof Framing Plan on Sheets S3.0 and S4.2 are required to show the Truss ID's for clarification
FBC 107,11; Submittal Guidelines (FBC 1073.5)
17. Please submit two (2) copies of'Fruss Engineering for the Floor Trusses, as none were submitted.
FBC 107.2.1; Submittal Guidelines (FBC 107.3.5)
18. The Truss Placement Diagrams front the Truss Manufacturer do not match the truss layouts on the plan pages. Please submit two
2) accurate Truss Placement Diagrams for review.
FBC 107.2.1; Submittal Guidelines (FBC 107.3.5), FBC 2303.42
2Nta PLAN REVIEW COMMENT
Comment 417 has not been answered - floor truss engineering has not been submitted.
The truss layout on the plans match the truss placement diagram from the truss engineer — the truss engineering package is different
than both the layout and placement diagram. All 3 must match.
Please submit two (2) copies of a truss engineering package that includes both the floor trusses and roof trusses, two (2) copies of
truss placement diagrams for both the floor,./roof trusses, and verify the truss layouts on the plans have the correct ID's and match the
layout from the Truss manufacturer.
Incomplete Review. No Structural Review Conducted, Missing and Inconsistent Information"
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal
ordinances of this jurisdiction.
O ace mectin >s with the laaasrcarniner to discuss comments will rec uire an a 1 ointaraeut arras cd b 9 ahone or errcail rrior to arrivah
Respectfully,
Steve Fiorevo ('110
Residential Plans Examiner
Revision 0
Permit # t-i- ta,7
Project Address:
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
SUbrnittal Date 12- ?)- 1-7
Contact:
Ph: N -7L Fax:
Email:
Trades encompassed in revision:
nuilding
El PlUrnbing
Electrical
El Mechanical
General description of revision:
ROUTING INFORMATION
Department Approvals
El Waste Water
El Planning
1:1 Engineering
El Fire Prevention
El Building au
CITY OF SANFORD
BuiLDING AW FIRE PREVENTION DIVISION
300 N. PARK AVENUE
PHONE: 407.688.5150
FAX: 407.688.5152
PLAN REVIEW COMMENTS
Application Number: 17-1273 Late: 05/25/2017
Project Description: New SFR Contact Name: Shayne Mangel
Job Address: 2376 Blue Grouse Lane (Lot 44) Contact Email: ShaNne,Nlanoel(a s!Larlighthornes.com
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as
amended by City of Sanford ordinance viewable on our website at www,sanfordll,gt . f'rovicfe two eoPzes of cr(ectecl zl n .aheetc rznrll r°
suptrlemcertal inforrrcation as reguectetl I'errnit subrrritta/s wi/1 root be accepter[ without trv ies,
COMMENTS:
1, The City of Sanford is located within the 139mph (ultimate) 108mph (nominal) wind speed area for Risk Category 11 structures.
The plans have been designed for 136 mph. Please revise the plans as they are required to be designed to meet the required wind
speed for the City of Sanford, without interpolation.
FBC 102.9.2; Submittal Guidelines (FBC 107.3.5)
J
2. The plans for each house are required to be site/lot specific (as previously discussed). It is not clear what Elevation type the house
is supposed to be— multiple pages list either Elevation U or Elevation S.
FBC 107.2.1; Submittal Guidelines (FBC 107.3.5)
3. The index on the cover page is not consistent with the actual pages submitted. The index shall include only the attached pages.
FBC 1072.1
4. Plan page FLE1.0 shows an "Option" for a covered porch. Structural options such as this need to either be incorporated fully into
the plans or removed from the plans for clarification. Again, plans must be lot specific.
FBC: 107.2.1
f
5. All code references on the plans must reference the current code in effect-- the 2014 Florida Building Code. There are references to
unknown codes on the plans that need to be identified to either be in accordance with the 2014 FBC or revised
Examples: Page FLA5.3.I "CBC")
FBC 107.2.1
4 6. Please provide two (2) copies of a Service Riser Diagram indicating the service size and the bonding to the tooter steel, in
accordance with NEC 250.50.
FBC 107.2.1; Submittal Guidelines (FBC 107.3.5)
7. Please provide two (2) copies of an Electrical Load Calculation, in accordance with NEC Article 220
FBC 107.2.1; Submittal Guidelines (FBC 107.3.5)
8. A disconnect is required for the A/C condenser. Please indicate on the electrical page of the plans.
FBC 107.2.1; NEC 440.1 1
9. A receptacle (GFCI protected) is required with 36 inches of the sink in the Powder Bath. Please revise the electrical plan
accordingly.
FBC 107.2.1; NEC 210.52(D)
r
10. Please show the location of the electric service panel (interior and exterior) and service meter on the electrical page for
clarification. Also, if the builder is wishing to have T.I1.G. inspections, a GFCI receptacle is required at the exterior service panel.
FBC 107.2.1; Submittal Guidelines (FBC 107.3.5)
11. Please place a note on the electrical page of the plans that all smoke alarms/carbon monoxide detectors/combo units must be hard-
wired, interconnected and provided with battery backup.
FBC 107.11; Submittal Guidelines (FBC 1073.5), FBCR R314.4, R314,5 & R315. I . 1
12, The Plumbing Riser submitted for review is required to show all pipe sizes and VTR sizes. Please revise, I
FBC 1072. 1; Submittal Guidelines (FBC I0T15)
13, The Roof Framing Plan on Sheets 53.0 and S42 are required to show the Truss ID's for clarification
FBC 107.2. 1; Submittal Guidelines (FBC 1073.5)
14. Please revise the plot plan and resubmit two copies the plot plan is required to show the location of the A/C pad
FBC 107.2.1; Submittal Guidelines (FBC 107,3,5); FBC 10725
15. The Builder is required to sign and completely fill out the EPL card located within the Energy Calculations. Please resubmit two
2) copies of a signed EPL card.
FBC 107,21, 2014 Florida Energy Conservation Code R4013
16. The "Owner/Agent" information on the cover page of the Energy Calculations is required to be signed. Please resubmit two (2)
copies.
FBC 107,2.1 ; 2014 Florida Energy Conservation Code R 101.5.1. Ll
7
1 ."'
Ylease submit two (2) copies of `Truss Engineering for the Floor 'Trusses, as none were submitted.
107.2.1; Submittal Guidelines (FBC I07.15)
I"K The Truss Placement Diagrams from the Truss Manufacturer do not match the truss layouts on the plan pages. Please submit twoAccurateTrussPlacementDiagramsforreview. FBC
107.2.1; Submittal Guidelines (FBC 107.3.5); FBC 23014.2 19.
The Product Approval package is a complete submittal, however Product Approval packages are required to be lot specific. The Isubmittal
for the exterior door includes door specification for both inswing and outswing doors when only an inswing door is being installed.
Also the sliding door submittal includes a 2-panel and 3-panel door when only a 2-panel is being installed. fit the future please
verify the products submitted are specific to the home. No action needed for this comment. Incomplete
Review. No Structural Review Conducted. Missing and Inconsistent Information** Any
error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances
of this jurisdiction. Yffice
meetings with the trlans examiner to (listless comments w Vat Respectfully,
Steve
Fiorey, C130 Residential
Plans Examiner 2-
Re: Wyndam Preserve Lot 44
TOwhom it may concern: This
letter is asummary Ofthe corrections being submitted per Steve Fio[ey'Sreview comments, 1 The City
ofSanford is located within the I39mmph (ultimate) 108rnph (nominal) wind speed area for Risk Category Ustructures.
The plans have been designed for 136mph. FBC 102.9.2 a. We have re-evaluated
the model to meet the minimum design wind speed of1S9 mph. Notes on sheet SODhave been revised
to read "14OMPH —Exp. C" and the "window & door ultimate wind pressures" schedule has been revised
to meet the required design wind speed. 2. The plans for each house
are required to be site/ lot specific with specific elevation FBC 107.2.1 a. Plans were revised and are
now |ot/site specific 3. The index onthe cover page
is not consistent with the actual pages submitted. The index shall include only the attached pages. FB[1O7.2.
I a. Index on cover page should be
consistent tothe pages present in lot specific plan set 4. Plan page FLE1.0shows an "option"
for acovered porch. Structural options such as this need toeither be incorporated fully into the plans or removed
from the plans for clarification. FBC 107.2.1 o' The covered porch option has been removed
from the plans 5. All code references on the plans must
reference the current code in effect- the 2014 Florida Building Code. There are references tuunknown codes onthe plans
that need tnbeidentified toeither bein accordance with the 2U14FBCorrevised FBC1O7.2.1 a. References have been updated
to reflect current building code 6. Please provide
two (2) copies of the Service Riser Diagram indicating the
service size and the bonding tothe fomtersteel, inaccordance with NEC 250.50 FBC107,2.1; Submittal Guidelines (FBC
107.3,5) a. Service Riser Diagram attached 7. Please provide two (2) copies of an Electrical Load Calculation,
in accordance with NEC Article
22OFBC 107.2.1; Submittal Guidelines (FB[1O7.3.5) a. Electrical Load Calculations attached 8. Adisconnect
isrequired for the A/C condenser. Please indicate mnthe
electrical page ofthe plans. FBC
107.2.1; NEC44O.11 a. Disconnect has been added a. Receptacle has been added the electrical page for
clarification. Also, if the builder
is wishing to have T.
U.G inspections, a GFCI
receptacle is required at the exterior service panel FBC 107.2.1; submittal guidelines (FBC 107.3.5) a.
Panel location has been added
Il. Please place anote onthe electrical page ofthe plans that all smoke alarms/ carbon monoxide detectors/combo units
must be hard -wired, interconnected and provided with battery backup. FBC 1D7.2,l|
submittal guidelines (FBClO7.3.5), Fl3CRR314.4,R314.5 & R315.1.1 a. Note has
been added- submittal guidelines (FBCIO7].5), F8[RR314.4, 11314 5& R315.1.1 12. The plumbing
riser submitted for review is required to show all pipe sizes and VTR sizes. FBC 107,2.1; submittal guidelines (FBC1D7.
3,5) e. Revised plumbing
riser showing all pipe sizes. 13. The roof
framing plan on sheets S3.0 and S4.2 are required to show the truss ID's for clarification FBC 1O7.2.2;
submittal Guidelines (FBC 107,3.5) a. Roof framing
plans on the sheets referenced above have been updated to show the truss ID's 14.Please revise
the plot plan and resubmit two copies- the plot plan isrequired tmshow the location of the A/C pad FBC
1O7.2.1;submittal guidelines (FBC 107.3,5); F8C 107.2.5 a. Revised plot plans showing
the A/C pad 15. The builder is required
to sign and completely fill out the EPL card located within the energy calculations. Please resubmit two copies
ofasigned EPL card a. The EPLdisplay card isnow
signed 16. The "Owner/ Agent" information on the
cover page of the Energy Calculations is required to be signed. Please resubmit two copies FB[ 107.
2.1; 2014 Florida Energy Conservation Code R101,5,1,1.1 a. The Energy Efficiency Code page has
been signed 17. Please submit two copies of Truss
Engineering for the floor trusses, as none were submitted. FBC 107,2.1; submittal guidelines (F8CID7.3.
5) a. Revised truss engineering attached 18. The
truss placement diagrams from the
truss manufacturer do not match the truss layouts onthe plan pages. Please submit two accurate truss placement
diagrams for review. FBCl07.Z1;submittal guidelines (FBC1O7.3.G); FBC 2303.4.
2 a. Truss placement diagrams from the truss
manufacturer have been revised bythe truss manufacturer to match the truss layouts on the
plan pages. Thank you in advance for your assistance. Should
you have any questions, please call me at 8hayneMange Permit Coordinator 1OO4Greenwood Blvd. SUite174 Lake Mary,
Fi32746
S T 8 R | | G U T
ASHT[\NW[lylDS "vw s
STARLIGHT HOMES —ORL4N0]
I864Greenwood Blvd. Suite1Z4
Lake
Mary, FL32746 Subject:
Brisson East/ Wyndham Preserver Permitting Comments Plans
updatedfor thefollow codes based on review comments on the Architectural plan set FBCI0721,
fBC107 4, FBCID7.I4, FBC2O 5,NE[440.22,NE[20.52(D) F8@CR314.
4,F324.5, R3151,2 Reference:
Addressed the following comments l.
Plans must beasite specific plan set, including lot number 2 Index
on cover page should be consistent to the pages present in lot specific plan set. 3, Remove
optional call outs that are not included onlot specific plan set 4 Plans should
only reference Florida Building Code S. Call our
A/C condenser disconnect 6 Confirm GFC|
outlets are located correct distance from sinks 7 Show location
of electrical service panel on plan set ExpandnoteunSmoke/COdetectortninc|ude"
mustbehanjvvired,interconnectedandprovidm battery backup" Per
your request
we have addressed the Architectural reference items on the enclosed site specific plans sets.
Please use the new site specific plan for your resubmittai VVehave revised these comments and will include
them onany future lot specifics plans. If you have any questions
or would like any further clarification, please feel free to contact our omce. Adam Weaver Vice President
ofPurchasing
and Starlight
Product Development Ashton Woods Corporate Headquarters 1405O|d
Alabama Road, Suite 2OU
1 Roswell, GA30D76
144 r e s i d o n I i a I s t r u c t u r a I e n g i n e c, t j n g
mSouth Maple S fvo.m"*/m^Amoblet,m/o002 BayneNangel
STARLIGHT
HOMES -DRLANUO 1U64Greenwood
0vd,Suite 124 Lake Mary,
FL 32746 Subject: Wyndham
East --Lot 44 Mode12406 to
Plan
Review Comments M6KProject Number
181 17004 8ayne: It has
come
to our attention that the Oh of Sanford has reviewed the lot referenced above for the Wyndham PresemnBrisson East community
and has issued plan comments based on their- review, We have addressed all comments pedainingiothe structural design
and our response inasfollow: 1. The City of
Sanford is located within the 139moh 108mnh (nominal) wind speed area for Risk Category U structures, The plans have
been designed for136 mph. Please revised the plans as they are required Nbe designed to meet the required wind
speed for the City o(Sanford, without interpolation, We have re-evaluated
the model W meet the minimum design windsoeed of 139 mph. Notes on sheet SU.O have been revised to road "140
MPH — Exp. C" and the "Windmm6 Door Ultimate Wind Pressures" schedule has been revised to meet the required design
wind speed. 13. The Roof Framing
Plan on Sheets S3,0 and S4.2 are required to show the Truss ID's for clarification Roof framing plans onthe
sheets referenced above have been updated to show the truss 0's. 18. The Truss Placement
Diagrams from the Truss Manufacturer do not match the truss layouts on the plan pages. Please submit two (2)accurate
Truss Placement Diagrams for review, FB[1O7.2];Submittal
Guidelines (FBC1O7.3.S);FBC2]O3.42 Truss placerrent diagrams frornthe
truss manufacturer have been revised by the truss manufacturer tomatch the truss layouts on the plan pages, If
you have any questions or
Would like any further clarification please feel free to contact Our office. Respectfully, , \\\\//// C Al STRUCTURAL INC No
STATE
OF James
GFril—° | . ' v/"
u"/
vm/. c.
pM»doa '/////\\' u5taff Engineer mmk,151e5iun-
51d*'uo20111/7004-x
ndtam*o°~I 406 07-ov44 m*- fle,ie,o=men*xlo=
City of Sanford
Planning and Development Services
Engineering — Floodplain Managemer
Flood Zone Determination Request Form
Name: Shayne Mangel Firm: Starlight Home Florida LLC
Address: 1064 Greenwood Blvd Suite 124
City: Lake Mary State: FL Zip Code: 32746
Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangelC@starlighthomes,com
Property Address: 2376 Waxwk+q-W,-Pj- Blue Grouse Lane
Property Owner: Brisson Investments, Inc.
Parcel identification Number: Not Available - Model Home
Phone Number: Email:
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 4360)
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
El The parcel is in the: El floodplain 0 floodway
0 A portion of the parcel is in the: 0 floodplain El floodway
W The parcel is not in the: [Wfloodplain E]floodway
El The structure is in the: Elfloodplain Ofloodway
El The structure is not in the: E] floodplain E] 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# 17-1273
Reviewed by: Michael Cash, CFM Date: May 16, 2017
PERMIT # CITY OF SANFORD
A11 .. . . .. .. . . ..
Project Address:
Contractor Name: ftftht Homes Florida LLC
City of Sanford and the Owner/contractor listed agree to the following:
I. A complete building permit application and plans shall be submitted at the time of the request for Early Start Authorization.
2. This Early Start Authorization is for interior work or other work as determined by the Building Official.
3. Work must comply with any and all other local, state and federal agencies related to the development and construction
proposed and compliance with asbestos NEST IAP regulations must occur for all demolition work.
4. Work shall not be concealed and must remain open for all necessary inspections. At the time of inspections, any work
concealed shall be uncovered.
5. The contractor acknowledges that all subcontractors will be property licensed and have current worker's compensation
coverage,
G. All subcontractors are responsible for pulling their own permits.
7. Inspections of work for any construction trade will riot be made until a permit has been issued for the trade.
8. The Early Start Authorization does not guarantee that construction plans will be approved as submitted. All work done prior
to the issuance of the required pernrits shall be at the Owner's/Contractors risk.
9. The Owner/Contractor acknowledge that additional fees, including but not limited to impact and zoning fees, may be due at
the time of building permit issuance, and or prior to Certificate of Occupancy.
10, The Owner/Contractor acknowledge that additional site improvements, including but not limited to installation of a grease
trap, accessible parking and landscaping, may be required at the time of building permit issuance.
11. The Owner/Contractor agree to indemnify and hold the City of Sanford/Agents free and harmless from any and all claims,
causes of action, damages, losses penalties or costs, including but not limited to, all attorneys fees (whether from litigation or
administrative proceeding, including cost and fees on appeal), with respect to any person or government authority arising out
of, either directly or indirectly, the construction or operation at the premises covered by the Early Start Authorization,
whether the liability, loss or damage is caused by, or arises out of, the negligence or the City of Sanford/Agents or its
officers, agents, employees, or otherwise,
12. If the City of Sanford/Agents shall be subject to any claim, demand or penalty or become a party to any suit or other judicial
or administrative proceeding by reason of any claimed act or omission by any party, or by reason of any act occurring on the
subject premises, or by reason of any omission with respect to the construction or operation on the subject premises, the
Owner/contractor shall indemnify and hold City ot'Sanford/Agents harmless against all judgments, settlements, penalties and
expenses, including attorney's fees, court costs and other expense of litigation of defense relating to such claim or litigation
or administrative proceeding, at the election of the City of Sanford/Agents, the Owner/Contractor shall also defend the City
of Sanford.
13, It is understood and hereby acknowledged between the parties hereto that the City of Sanford/Agents shall not be liable for
any act or other obligation to the Owner/Contractor.
14. This Early Start Authorization will terminate upon the issuance of a Building Permit for property covered under this Early
Start Authorization; however, this agreement shall remain in effect for all events occurring prior to the issuance of the
Building Permit.
By signing this
L,
arly Start Authorization Application, the undersigned acknowledges and agrees to condition I through 14.
Contractor Signature Owner Signature Date
TJ City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Hequest Form
Name: Shayne Mangel Firm: Starlight Home Florida LLC
Address: 1064 Greenwood Blvd Suite 124
City: Lake Mary State: FL Zip Code: 32746
Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne,mangelCa)starlighthomes,com
Property Address: 2376 Waxwing Way
Property Owner: Brisson Investments, Inc.
Parcel identification Number: Not Available - Model Home
Phone Number: Email:
The reason for the flood plain determination is:
W New structure Existing Structure (pre-2007 FIRM adoption)
El 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 4360)
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0090 F Map Date: Sept, 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
0 The parcel is in the: El floodplain Elfloodway
0 A portion of the parcel is in the: El floodplain El floodway
The parcel is not in the: W floodplain 0 floodway
The structure is in the: El floodplain El floodway
El The structure is not in the: 0 floodplain E] floodway
If the subject property is determined to be flood zone W, the best available information used to
determine the base flood elevation is:
BP# 17-1273
Reviewed by: Michael Cash, CFM Date: May 16, 2017
THIS INSTRUMENT PREPARED BY:
Name: 7S-taMrl ht Homes FL, LtLVC
Address:=d- 1-SuflTt
NMI
olummuni SMM -
1A1W)NI NALOYf :SF-1111,1011J." i,A)UN T'f'
01, (JR(J.111 C01-j[0 L L I F"
1-1,K ","'K,75 49
CLERVIS t 2017060808
FIT.C:01-'MET, 06/16/2'01e , 01 2 5, 9 Pii I
RECOPTING FEES 11-1i'lJjA
fl,Y Jeckeli,o
Permit Number: jj--JlParcel[} Number: 17-20-31-501-0000- 00-30 The
undersigned hereby gives notice that improvement 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. G6NERAL
DTioSCRIPTION OF IrrOVEMENT: I(
r OWNER
INFORMATION: Name:
Brisson Investments, LLC Address:
27 N Summerlin Avenue, Orlando FL 32801-2929 Fee
Simple Title Holder (if other than owner) Name: N/A Address:
CONTRACTOR:
Name:
Starlight Homes Florida, ILLC Address:
1405 Old Alabama Road, Suite 200 Roswell GA 30076 Persons
within the State of Florida Designated by Owner upon whom notice or other documents may be served as
provided by Section 713.13(1)(b), Florida Statutes. Name:
N/A Address:
In
addition to himself, Owner Designates of To
receive a copy of the Lienor's Notice as Provided in Section
713.13(1)(b), Florida Statutes. Expiration
Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different
date is specified) WARNING
TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713,13, FLORIDA
STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.
IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under
penaltie fper' , e I ' that I have read the foregoing and that the facts stated in it are true to
the bes of y k ledge elief. Larry
Dale Owner'
s Signature Owner's Printed Name F
Vsuddfr,'t. 713.13(1)(9): "The owner must sign the notice of commencement and no one else maybe permitted to sign in his or her stead." State
of County of The
foregoing instrument was acknowledged before me this day of - uk- 20 by
Who is 4"ersonallyknown to me Name
of perAon making statement C, i-)
OR
who has produced identificationEl type of identification produced: ts CHRISTINA
K
LEE r -nnni7S10n
4, FF 158194 c! NotarySignature
Application for Paved Driveway, Sidewalk or
Walkway Including Right -of -Way Use & VoRlh.
7_, -of-Way187 - Landscaping in Right
w,ww.qanfordrrqov
Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone; 407,688,5140 Fax: 407,688,5141
This permit authorizes work to be done on the subject property or In the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as Dart of this permit. The permit is required for driveway or
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a
driveway, walkway of, landscape improvements within the city right-of-way. 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 Know Oats 11)010W,
size and location of the existing right—of-way and rise shall be provided or application could be delayed. call before you dig.
1. Project Location/Address: 2376 Blue Grouse Lane, Sanford FL 32773
Z Proposed Activity: 1XI Driveway 19 Walkway 11 Other:
3. Schedule of Work: Start Date 7/15/2017 Completion Date 9/15/2017 Emergency Repairs
4. Brief Description of Work: Driveway and walkway for SFR
This application Is submitted by.
Property Owner
Signature: r Print Name:
Address: 27 N SUmmerlin Avenue, Orlando FL 32801
Phone: Fax: Email: /21/2017
MIMMM
The Requester, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. I his
shall include maintenance of the Improvement and unpaved portion of right-of-way adjacent thereto. Requester may, with written City authorization,
remove said installationlimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways,
utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the pormittee shall
rernove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. if the Requester doesnotcontinuouslymaintaintheimprovementandareainaccordancewithpreviouslystatedcriteria, or completely restore the, right-of-way to its previouscondition, the City shall, after appropriate notice, restore the area to its Previous condition at the Requester's expense and, if necessary, file a lien on theRequester's property to recover costs of restoration.
To the fullest extent permitted by law, Requester agrees to defend, indemnify, and hold harmless the City, its c-ouncilpof son s, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all Flabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct,
indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (Including costs of
defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly Out of orconnectedwiththeuseoftheCity's ught-of-way,
Pro -pour Inspection by:
Application No:
Reviewed:
Public Works
Utilities
Approved:
Engineering
Site Inspected by:
Special Permit Conditions:
understand the above statemon a I , 'Q -11, *
41 ltDate: 06121/2017 This
permit shall be posted on the site during construction, Please
call 407,688M6O 24 hours in advance to schedule a pre -pour Inspection, MM
Official
Use Only Fee:
Date: MM
EM
Date:
Date:
ROW
Use Dfiveway.ptif
REQUIRED INSPECTION SEQUENCE
STARLIGHT HOMES - DETACHED
Permit # 17-1273
Address: 2376 Blue Grouse Lane
Offlefflow
Min Max
10
Inspection Descrietion
Foundation/Formboard Survey
10
7--
20
Slab
Lintel
30 Sheathing — Roof
30 Sheathing — Walls
40 Roof Dry In
50 Frame
50 1000 Roof Final
60
70
Insulation
Drywall
70 1000
1000
Final Insulation
Final Single Family Residence
ELECTRICAL PERMIT
Min a
10
Inspection escri tine
Underground Electric
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power {TUCK)
30
1000
Electric Rough
Electric Final
Inspection Description
Mechanical Rough
REQLEa1QR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
t- C"T
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date:_fJ
rt
Project Name: A Prc ject Address:
Building Permit#: Electrical Permit
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
I. This Tug/Pre-power application is valid only for one -and two-family dwellings.
1 The facility will not be occupied until a certificate of occupancy has been issued,
1 If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to teninnate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third party claims darnages from the exercise of such right, we agree to jointly
and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including
attorney's fees.
4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the
area designated for pre -power shall be complete and in safe order. All electrical services associated with the
area will be 100% complete unless specifically approved by the electrical inspector,
5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AIIJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe.
6. This TUG/Pre-poxver approval is valid for a maximum of 180 days from date of approval.
7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power.
8. TUG approval is for service and outside GFC1 outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Ede KOrSten Robert WIll ets
Print Name of()wrrTenant Fr 1 of QJen—k,'outractor Print Name of El. C ontraetor
njtNan-,
L)
Signature of Owner/Tenant Signature of Gen. Contractor Signature of El. Conti -actor
CGC152234,7 EC__00,1_
Gen, Contractor License 4 El. Contractor License #
JURISDICTION EMPLOYEE NAME:
ffvfflfflff
CALLED INTO: r, Progress Energy o Florida Power and Light on
nd
7
Job Address:
Parcel ID:
Type of Work: New
Description of Work:
ditionEl A],
l
L`w'Ah'v')
Plan Review Contact Person:
Phone: Fax:
Name
Street:
City, State Zip:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: /A 3
Documented Construction Value: $
Historic District: Yes El No [I
Residential VCommcrcialE]
Vration El RepairDemo El Change of Use Move El I —
4 ( U
Title: a
Email:- (A; rty
Owner Information Phone:
Resident
of property? Contractor
Information 1:
7 NainePhone: Street: )
Coll r-cJv-C--1 Fax; s
City, State pipe State License No.: Name:
Street.
City, . ,
St, Zip: Building
Company: Address:
Arch
itect/Engin r Information N Phone:
Fax:
E-
mail: Mortgage
Lender - Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENTMAY RESULTIN YOUR PAYING
TWICE FOR IMPROVEMENTS 'TO %'OUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE 30D SITE BEFORE THE FIRSTINSPE(7rION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH VOUR LENDER OR AN ATCORM EV 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 roust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,
heaters, tanks, and air conditioners, etc. FBC1053 Shall
be inscribed with the date of application and the code in effect as of that date: Vs Edition (2014) Florida Building Code Revised June
30,2015 Pcrnift Apphcation
1LQJ L": 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 711
The City of Sanford requires payment of a plan review fee at the tinre of permit submittal, A copy of the execrated 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 Fork will
e done in compliance with all applicable Taws regulating construction and zoning.
Signature of 0woer/Agent
Print Owner/Agent's Name
Signature of Notary -stew of Honda
Owner/Agent is personally Known to hie or
Produced ID _ Type of III
Signature of Contractor /Agent Sate
Print Contractor/Agent's Narsie
si dak d4 t +, ;.sexxsxraa_._r.. Date
Contractor/Agent is ` Personally Known to fit: or
Produced III _ -- Type of ID
BELOW IS FOR OFFICE USE Y
Per•rnits Required: Building; Electrical EJ Mechanical E] Plumbing[] GasE] hoof i I
Construction Type: Occupancy Use: .. Flood Torre:
Total Sq Ft of Bid , _____. ____ Myra Occupancy Load: lfi of Stories:
New ('onstr•uction: Electric - 9 of Anifirs Plumbing - ;# of Fixtures
Fire Sprinkler Permit: "Yes El NoEl # of Heads Fire Alarm permit: Yes E] No
APPROVALS: ZONING: I-TI'llATIES: WASTE WATER:
ENGINEERING: FIR.: BUILDING:
COO NTS:
Rc,ised June30,2015
PcirnitApplication
IN
9507 State Road 52 1 123 Miller Road
Hudson, FI-34669 1 ValrrcoFL 33594 127-
863-5486 ; 813-661-0707 Proposal
No: 717-13528 R.
J. MIELTY PLUMBING *
KATING , COOLING q70
I Bachman Road Established 1973 Orlando
FL32824 ww,,,rv.RJK!eIty.corn 407-
855-2636 State l-iconsu#CF-0O20342 Proposal
Date: 712612017 Prepared
For: Starlight Homes Florida, LI-C Location: Wyndharti Preserve, Sanford 1064
GreenwocA Blvd, Suite 124 Model: Voyager - 1826 Lairs
Mary FL 32746 We
Propose hereby to furnish material and labor - complete In accordance with specifications below for the Sum of, $6,850.00 Payment
to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days All
materials guaranteed to bear; specified. All work lo-bv-qrrmpteteri in a workman like roanner according to standard practices. Any alteration or deviation from
specifications below involving extra costs will be exegbod only upon wrinen orders, and will become an extra charge over and above the estimate. All agreements
contingent et strikes, araidems or do layoot?pr control. Owner to carp fire tornado, and other necessary insuranoo, Our workers are fully reveredbyworker's cumpew gdri`insurat c )", I h, HIDRAWN
IF NOT ACCEPTED IN30 DAYS, THISPROPOSAL AUTHORIZEDSIGNATMAYBEWIk.!!, We hereby submitfor:
1 Shower Sterling Accord
60x34 Base 72270100 While With Walls And Moen Chateau TLI 82 Chrome Valve I Toilet Gerber Maxwell
21-912 1,28 White Elongated 1 Lav By Builder
Wfth Moen Chalsau 64925 Chrome Faucet 2nd Bath Up I
Tub Starting Accord
6Cx3o 7114011 20 White With Walls And Moen Chateau TI-1 83 Chrome Valve 1 Toilet Gerber Maxwell
21-912 1.28 White Elongated I Lav By Builder
With Moen Chatear; 154925 Chrome Faucet Pmwfer Bath Toilet Gerber
Maxwoll 21-
912 1 .28 White Elongated 1 Lav Gerber Maxwell
22-514 Pedestal While WJh kroon —haloau 54925 Chromic Faucet 1 Sink By Builder
I Faucet Moen Integra
67315 Chrome I Disposal ISE Badger
V With Cold 1 Icemaker Line With
Recessed Box I Dishwasher Hoofs Up
I Washer Box Yes
2 Hose Bibs Yes
I water Heater 50
Gallen Eleotrio OT:E, Backfilling Included
For Sewer &
Water Only (Slab Backfilling By Others) BacKilow Proventers Included NO
Permit Fee* Included
Water Piping In: CPVC
40'Sewer Allowance; Addition.-,[ $12 per toot 40'Water Allowance; Additional $3 per foot Applies to any direct
contract between an owner contractor (RJK) - Notice of Lien Lau, Florida Statuter, 713,001-713.37. Acceptance r.)f Proposal - The above prices, specifirations and
conditions are satisfactory and hereby acceplod, You are authorized to do the work as specified. Payment wit, be made as outlined above, 1 agree
to pay reasonable attorney's fees court costs in the event of legal action. A monthly service charge, of 1 1/2% will be ackled after 30 days, Any seater laps
deeper than 4 1/2 feet or requires backhoe or dewalaring will be an extra charge, DATE OF ACCEPTANCE & PACE
2 SIGNED% Branch: Hudson LastEdit
Byi Last Edit Date: W27/20V
F1 - kQ-7s
DIIMENSION NOTE:
Building Setbacks WYNDHAM PRESERVE - LOT 44 Proposed building dimensions
Setbacks: Per construction plans for shown hereon are of the exterior.
WYNDHAM PRESERVE", City of Sanford, FORM BOARD SURVEY
Seminole County, Florida. 3rllo RL02- (Sc(nuse W
Front 25'
Rear = 20'
Side = 10'
Side Street = 25' LOT 42 LOT 43
N89 tO '5 1 "E 78. 01
BUIELDING JAYOUT NOTE:
Contractor and owner are to verify all
setbacks, building dimensions, and layout <
shown hereon prior to any construction, and 5 1
immediately advise GeoPoint Surveying, Inc. of q I V) LL e
any deviation from information shown hereon.
Failure to do so will be at user's sole risk. 4, 00
M --- cr- ZIL0
iz
LIA
LOT 44
AREA= 8,833 ST, Q11
Qj4l10.0
0"0
12.5' 26 O 2 O 2715
41 ---- — 4 - <
C
1:4 0 ow
0 PROPOSED ;z f--
D 41 LOT 45 2 STORY RESIDENCE
02
41 <> 0
0) 2376 BLUE GROUSE LANE M EE
0 CL
2406 SOLSTICE
0
0 ELEVATION - U
Z GARAGE-LEFF
0
0M FORM BOARD
0
Mca
12.5' 25,3 FEE= 28A
say
so
12-7 27.5'
3
03 u7i
1,N N
WYNDHAM PRESERVE z
LOT 44 CONC
PB 81, PG 93) 2,0.$ 4 'S89'40 FCURB
5
z
PROPOSED
5' UJ CONC
SIDEWALK Sri
BLUE
GROUSE LANE 50'
RIGHT-OF-WAY PRIVATE
ROAD) PCP CENTER
LINE:/S 89*4-0*51 —W280.057 CURVE
DATA TABLE NO.
RADIUS DELTA ARC CHORD BEARING ci
25.OD' 089'57'48" 39.25' 35.34' S 44*41'57" W Licensed "- ... -'
usiness LEGEND: ADUSSD—Access/Drainage/Utilities/Sidewalk Lb — PEP —
Backflow Preventer 4Sight Distance Easement urvey
S —Survey FIRM ermanent Ref. Monument R —
Reported PCP_Permanent Control Point JD —Description FP&L—Florida Power & Light P —
Plat FFE—Flnish Floor Elevation D.
B.—Deed Book Ell —Water Meter Q.
R.—Official Records Book N —Water Valve P.
B. —Plat Book r—Fire Hydrant Pg. —
Page RC® —Reclaimed Water Meter Elev.—
Elevation RC>,I—Recloimed Water Valve Co
no. —Concrete O—Cable Box BP —
Brick Paver M —Telephone Box SW —
Sidewalk E —Electric Box FEE —
Finished Floor Elevation Utility Pole 9—Guy CI —Curb Inlet Pole GTI—
Grate Top Inlet Light Pole P.
U.E.—Public Utility Easement E--Guy Anchor RCP —
Reinforced Gone, Pipe OU--Overhead Utilities PVC —
Polyvinyl Chloride 0 —Storm Sewer Manhole NCS —
No Corner Set (Falls in Water) G —Sanitary Sewer Manhole SF —
Square Feet EHHa —Electric Handhole D.
U.E.—Drainage/Utility Easement Coo —Clean Out FMGD —
MAG NAIL & DISK 1CVI><l— Irrigation Control Valve P.
K. —Parker Kalon Nail I, —Sign SIR —
Set 1/2" Iron Rod LB7768 W><—Gate Water Valve SPKD —
Set P.K. & Disk LB7768 Gas Meter FIR —
Found 1/2" Iron Rod LB7768 1i.9--Existing Grade FIP—
Found 1/2" Iron Pipe LB7768 ol —Blow—off Valve FPKD —
Found P.K. Nail & Disk L87768 --- —Drainage Flow Direction FCM—
Found 4"x4" Concrete Jo --Proposed Design Grade Monument
PRM LB7778 1 EO: —As Built/Exisfln&Grqd isNote: Some items in above leaeffirnov not be a ab SURVEYOR'
S NOTES: 1.
Current title information on the subject property had not been
famished to GeoPoint Surveying, Inc. at the time of this plot
plan. 2.
Roads, walks, and other similar items shown hereon were taken
from engineering plans and are subject to survey. 3.
Elevations shown hereon are in feet and are referenced to the
NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29), 4.
Proposed grades & finished floor elevations shown hereon are
from the construction plan for "WYNDHAM PRESERVE" City
of Sanford Seminole County, Florida. 5.
This Plot Plan is subject to matters shown on the construction
plans for 'WYNDHAM PRESERVE", City of Sanford
Seminole County, Florida. 6.
Proposed information shown based on proposed/ supplied
plan and/or instructions per client (not field verified)
PREPARED
FOR. F1,
OOD ZONE; The
property shown hereon is on the Federal Emergency
Management Agency's Flood Insurance Rate
Map Panel Number 12127Q-Q7 H in Flood Zone "
X" DESCRIPTION:
LOT 44, according to the plat of "
WYNDHAM PRESERVE" thereof as recorded
in Plat Book 81, page 93 of the Public Records
of Seminole County, Florida This
certifies that qttb,' ....... (A reon described property 555 Winderley Place, Suite 109 was
made and r A Q;W 0, eMeets the Standards of Maitland, FL 32751 Practice
sZl" RIA3 brd of Professional Phone: (321) 270-0440 Surveyors &
Mb toe Florida Administrative Fax: (813) 248-2266 code,
pi Fto SM66 471h2rpl%rida Statutes. Licensed Business No. LB 7768 E
0 GeoPoinnt Surveying,
Inc. S
Checked: ,.I1nLnon Pel "t !E lCi JDL P.C.: Ea - pl eOtDAIROFESSIONA! 4 MAPPER NO. .L 6915 E a di Cl: Date FFile:FlrissonEast-Plat Order
0 NaF
r.I c
ZkT 6 . Date:
8/02/17 Dwg: FormDoordd Lot44 Order No.: — NOT
VALID WITHOUT THE SIGNATURE AND THE ORIGINAL I
RAISEDSEALOFAFLORIDALICENSEDSURVEYORANDMAPPERSEC, 17 - TWISL 20 S. - RNG 31 E. Field Bk: —
TRI-COUNTY TESTING LABORATORIES, INC.
3 I'South Main Street Project No:
Winter Garden, Florida 34787 Order No:
407-656-9656 Report No:
REPORT OF
IN -PLACE DENSITY TESTS
Project: kv'4 Proctor:
Contractor: Specificatior
Location.
Material:
Date Tested:
Optimum Moisture:
Maximum Dry Density:,,-, 4o"
4v
2
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: -12-A-arl 2,
Documented Construction Value: $ 5,088.00
Job Address: 2376 Blue Grouse Lane Historic District, VcsE1 No El
parcel 11): 17-20-31-602-0000-0440 Residential 0 Commercial L]
Type of Work: New El Addition El Alteration El Repair 0 DeD Change ofIlse El Move El Description of
Work: Install new Ac with duct work and venting Phin Review
Contact l"erson; Aria Grullon 'I'itle:Pre-Construction Coordinator PlIone: 407-
886-3729 Fax: Email: agrullon@energyair,com Property Owner
Information Name Brinson
INV LLC Phone: Street: 27
N Surnmerlin Ave Resident of property? : NO City, State
Zip: Orlando, FL 32801 Contractor Information
Name Energy
Air Inc (Robert Kulp) phone: 407-885-3729 Street: 5401
EnegryAir Ct Fax: City, State Zip:
Orlando FI-32810 State License No,: CAC1816317 Archit ecVEngineer Information
Name: Phone: Street: Fax:
City, St,
Zip: E-
mail: Bouding Company: Mortgage Lender:
offlum WARNING TO OWNER:
YOUR
FAILURE TO RECORD A NOTICE 01C COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON
THEJOR 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 n permit to do the work and instulkitions as indicated. I certify that no work or installation has coninieneed prior to the
issuance of it permit and thatall work will be pel'f(if'1110d to Meet standards of all JaWS regUlatilIg COFISMIC6011 in this jurisdiction, I understand
that as separate permit roust be secured for electrical work, plunibing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc. FUC 105.3 Shall be
inscribed with the date of application and the code in effect as of (lint ditto: 5111 Edition (2014) Florida Building Code Revise& Junc 30, 2015 Permit
Application
NOTICE: In'addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this County, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies,
Acceptance ot'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 payrnent ofa plan review lee at the little ot'permit submittal, A copy of the executed contract is required
in order to calculate it plan review charge and will be considered the estimated construction value of the job at the fluic 0i'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 pet nit 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 regulatingconstruction and zoning.
Signature of0woer/Agpit Date
Prim Owner/Agent's Nanic
Sipatury of Notary -State of lorida Date
Owner/Agent is — personally Known to Me or
Produced ID — Type of ID
8/17/17
SXmlrnc o fcontractor/AgentlDimeRobert
Kelp Prins
Contractor/Agent's Name A-
8/17/17 signature
of Notary -State of Florida Date fi,
ptjhs,c :3tate of Florida N01,31 V Ania
GnAl0f) My "
o FF 95586a roronjissjof, FF 955860 nl/
3112020 Contractor/
Agent is personally Known to Me or Produced
ID ____ Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building[] Electrical[] MechanicalE] PlurnbingE] GasE] Roof 0 Construction
Type: Occupancy Use: Flood Zone: - Total
Sq Ft of Bidg:_— Min. Occupancy Load: # of Stories: New
Construction: Electric - 4 of Atnps_ Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes D Into El # of I -leads --,— Fire Alarm Permit: Yes [] No APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
uTilJ"
I'IES: WASTE WATER: mmaneklm
Revised:
June 30,2015 Permit Application
WORK ORDER
Job ' 0S'D ) Subdivision i: 11 ! i,:: 1:
ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 2376 Blue Grouse Lane
CITY/STATE/ZIP: L7ake -Mary, FL 32746 City / State / Zip Sanford FL 32773
Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-41 Oa
Job Contact: oolwine A/H-1 or Furnace FB4CNP036LOO A/H-2 or Furnace
Job Phone: 4077301311 Heater or Coil 401COS Heater or Coil
Filter Base
AHU Location
N/A
2nd FI Int Closet
Filter Base
AHU LocationPermitInformation:
MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace A/H-4 or Furnace
Heater or Coil Heater or Coil
Filter Base Filter Base
AHU Location AHU Location
Incl. on Builders Permit: no Efficien v
EAl Pulls Permit: Zoning Brand: Hone)Tell/Johnstone Vent. Damper Y81 50A1 017 Qty I
Builder calls inspection: y js Zone Kit #1 ZD1
EAI calls inspection: no Zone Kit #2 ZD2
Thermostats ZD3
Ventilation Cost: 385,40 Transformer ZD4
Surge Protector ZD5
Qty Yes No Qty. Yes No
Kit. Hood Duct: X Cone. Slab: x
Kit. Down Draft Duct: X Heat Recovery: x
Bath Exh. Duct: x
Dryer Vent: I x
Estimated Estimated Invoice Due Date:
Tamk-Dencripdwn Hours Cost
03-FabricationLabor
04-installationLabor
DG-PipingLabor
l4-KitchanVent Trim 02-
MmtmdaKTax 1,290,38 Ol-
Equipment/Tax 08'
Penn|t/Othur 6000 O1l-
Delivery Labor 20-
PuUMaterial Labor 2-StartunLabor
2.50| 4.SOi
N
XVTW
Performed for:
Lot 44 - 2406 UL
91126HRIMERIM
9EMMMIMM
5401 Energy Air, Ct
Orlando, FL 32810
Phone: 407-886-3729
www.energyair.com GRenner@energyair.com
M
Scale: 1/8" = VD"
Page 1
Right-SuileG Universal 2017
17A08 RSU17012
2017-Aug-16 09:46:22
am Preserve\Lot 44 - 2406 UL.rup
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONy
CONSTRUCTION INDUSTRY LICENSING BOARD
1940 NORTH MONROE STREET
TALL AHASSEE FL 32399-0783
KULP, ROBERT CRAIG
ENERGY AIR INC
113 WISTERIA DR
LONGWOOD FL 32779
NOM10 W-111 11M
m1am"I[Amnumum AMR
STATE OF FLORIDAub, DEPARTMENT OF BUSINESS AND
PROFESSIONAL REGULATION
CAC 1816317
1
ISSUED06116/2016 CERTIFIED
AIR COND CONTR KULP,
ROBERT CRAIG ENERGY
AIR INC IS
CERTIFIED under the provisions of Ch.489 FS, 6xpirufiondolc :
AU031,2018 L1606160MO7 DETACH
HERE RICK
SCOTT, GOVERNOR KEN WSON, SECRETARY STATE
OF FLORIDA DEPARTMENT
OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION
INDUSTRY LICENSING BOARD 7CAC718163717
CAC181631750
The
CLASS AAIR CONDITIONING CONTRACTOR Named
below IS CERTIFIED Under
the provisions of Chapter 489 FS Expiration
date: AUG 31, 2018 KULP,
ROBERT CRAIG ENERGY
AIR INC 5401
ENERGY AIR COURT ORLANDO
FL 32810 ISSUED:
06116/2016 DISPLAY AS REQUIRED BY LAW SECS # L1606160000507
Client#-, 1402849 131 ENERGAIR
DATE (MMJDQfYYYY)
ACORD., CERTIFICATE OF LIABILITY INSURANCE 6/09/2017
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFOR ATiON ONLY AND CONFERS NO RIGHTS UP N'
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
PORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ics) must be endorsed, It SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder In lieu of such endorsement(s).
PRODUCER NAME:
SB&T Insurance Services, Inc. 9600 P), 888-635-4183A
PO Box 4927
Orlando, Fl- 32802-4927 NAIL! k
407 691-9600 INSUPF0 A Nat onal Trust Insurame Compan 10141
Energy Air Inc
5401 Energy Air Court
Orlando, FL 32810
iNsunpn a Arner sure m u ua NSurance Co.
I-loyds of London 68s202
IN S URER 1); FCC I insurance C orn pany
THIS IS TO CERTIFY THAT THE POI-icir-s OF INSURANCE LisTro BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR I HL POLICY rt--HIVU
INDICATED, NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THI. TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS,
VT All TYPE OF INSURANCE -IT POLICY NVM13ER
Icy E)", Yr LI M ITS
A XiCOMMERCIAL GENERAL LIABILITY (31-0018908 07/01,12017107/01/2018 EACH 1,000,000
CLAIMS -MADE L OCCUR TEP qo 0qLqqq
X: Contract Liab, i M,D a (Ay one
Per Pro jqgr 9 1 PFPSONAL A ADV INJURY GENT
AGGREGATE UenT APPLIES PER PRO
POLICY
X! JECT ' LOC PrQI)U -,TS 0 ONIWOP AGO OTHER
E
LIABILITY C 1 00 427200 DAVTOMOWtXA017/01 /2017 "9 99 0,000,000 X
ANY AUTO ODILY INJURY (Per pcmon) S ALL
OWNED SCHFIDULED i AUTOS
Aul O'S NON,
0WFR:Q X! HIRK) AUTOS Xt AUTOS i 4 a '9uCn 6
Xorive
Oth Car X 1PIPpip A
X! UMORELLA LUU5i q OCCUR UMBIGOO1415301 EXCESS
HAS Frl AMAR,Mflf; 1/
2017107/01/201EACH OCCURRENCE I
AGGREGATE 10,
000 LO--- I
o.000,000 I
DzFD ' X1 FIFTENTION SO oni
1 WOIIKE115COMPENSATION13XWC20215301507/01/2017107/011201 1ER PI
R 1,
10 AND
EMPLOYERS' LIABILITY YIN 1 1 ANY
PROPQ ETORIPARTNEWEXECUTIVF r--- 1 1 EIL, EACH ACCIDENT Is 00,000 OFFICEN/
Mdt,iDE R EXCLUDED? N N ;A 1 (
Mandatory In NID E,I,, DISEASE - EA EMPLOYEE! $1,000,000 If
D ,
6,d,,,
Psq,ib,e under 04
F QI ILRATIONS Wow 1E.L,DISEASF,-P0Ln::Y,',T "i'600 0
Profess Lida PCiAf3iCO230504 -10/06/2016:10/06/20141 $2,000,000 Each Claims Contractors
Pollu i 1 $2,000,000 Aggregate MWIRRIMURIMI
tu"I I 1. . — i
l i 11611%] 1 FirIfItH =*1111 or
LPoutraclorb r-RWQr ko" LVO4 I U 1,5VVIRldry dF19 Liability it
required by written contract per "Additional Insured - Lessees or Contractors Endorsement" Form #CGLO84
1013, See Attached
Descriptions) City of
Sanford P.O.
Box 1788 300 N.
Park Avenue Sanford, FL
32771 SHOULD ANY
OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH
THE POLICY PROVISIONS. AUTRORiZE0 REPRESENTATIVE
0 1980-
2014 ACORD CORPORATION, All rights reserved, ACORD 25 (
2014101) 1 of 2 The ACORD name and logo are registered marks of ACORD S1826652311V1M35242 PSBE
Revision
Response to Comments 0
Permit #
Project Address:
Contact:
Submittal Date i i -:--v ( I
Ph: Fax
Fruall: icl
Trades encompassed in revision: General description of revision:
Building
El Plumbing
El Electrical
El Mechanical
El I.-Ife Safety
El Waste Water
ROUTING INFORMATION
Department Approvals
Utilities
El Waste Water
El Planning
El Engineering
El Fire Prevention
El Building - 2- - 1-1
City of Sanford
8/17/2017 Florida Building Code Online
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts
df..
r
Product Approval 'bpr 41. USER: Pubirc User
or , , Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
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
FL21842
New
2014
Approved
Publications FBC Staff BCIS Site Map Links Search
Rhino Linings Corp
9747 Businesspark Avenue
San Diego, CA 92131
479) 435-0446
jschmidt@rhinolinings.corn
Jennifer Schmidt (Rhino)
jschmidt@i-hinolinings.com
Jennifer Schmidt
9747 Businesspark Avenue
San Diego, CA 92131
479) 435-0446
jschmidt@rhinolinings.com
Roofing
Cements -Adhesives -Coatings
S"n
lv
7 30
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Harccopy Received
Robert Niernmen
PE-59166
PRI Construction Materials Technologies, LLC
02/09/2018
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
FL21842 RC jC Lqj 2017 01 C01 Niernmen,
fear
2008
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufj9QzTt6YQr53gSSd3h98wGyh7kWDss`/`2f54ByYCTpOlg%3d`/`3d 1/2
8/17/2017 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 02/10/2017
Date Validated 02/15/2017
Date Pending FBC Approval 02/18/2017
Date Approved 04/04/2017
MrilritrTrIPASTE274711111MM
FL # Model, Number or Name Description
21842.1 DuraTite Roof Maintenance Coatings Silicone based roof maintenance coatings
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL21842 RO 11 2011 02„ FINAL ER RHINO C-A
Approved for use outside HVHZ: Yes C FL2184 f
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See ER Section 5 for Limits of Use. Evaluation Reports
FL21842RQ._AE 2017 02 FINAL ER RHINO C-A-
C FL?184 rdf
Created by Independent Third Party: Yes
F C-
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer, copyright 2007-2013 State of Florida, :: Rrivacv Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, ES, must provide the Department with an email address if they have
one. The emails 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.,
please click here .
Product Approval Accepts:
Credit (. ar i
Safi'
https.//www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqufjj9QzTt6YQr53gSSd3h98wGyh7kWDss°/`2f54ByYCTpOlg%3d%3d 2/2
MIA141b:AM) MIAINII-DARE COUNTY
PRODUCT CONTROL SECTIONKEIZE11,51ill
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE 01101ov
Lomanco, Inc.
2101 West Main Street
Jacksonville, AR 72076 0 f?D
SCOPE: REVIS"ION
This NOA is being issued under the applicable rules and regulations governing the use of construction rnaterl e
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used In Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AFIJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building, Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) 7 2 7 3
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in
the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 15-0831,07 and consists of pages I through 9.
The Submitted documentation was reviewed by Gaspar J Rodriguez,
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page I of 9
ROOFING COMPONENT APPROVAL
Caltg,o r'-. Roofing
Sub -Category: Ventilation
Material: Aluminum
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT
Test Product
Product Dimensions Specification DescEjQjjffl
Model 730 12-3/16" x 17-3,14" x 4" TAS 100(A) Embossed alurninurn static louvered
Louvered Roof Vent Min. thickness 0.025" roof ventilation systcrn with a 6.5"
diameter opening.
Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min, thickness 0.025" roof ventilation system with a 83"
diameter opening.
Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min. thickness 0,025" roof ventilation system with a 8.3"
diameter opening.
Model 750E 23" x217-1/4" x 5" TAS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min, thickness 0.025" roof ventilation system with a 8.3"
diameter opening.
Model 770 16-51/8" x 22-3/8" x 6" TAS 100(A)
Louvered Roof Vent Min, thickness 0.025"
MANUFACTURING LOCATION
1. Jacksonville, AR
EVIDENCE SUBMITTED:
Test Agency Test Identifier
Center for Applied Engineering MDC-98&99
PRI Construction Materials
Technologies
LOM-013-02-01
RRWA-00 1 -02-01
Embossed aluminum static louvered
roof ventilation system with a 9,75"
diameter opening,
Test Name Date
TAS I OO(A) 031/16/95
TAS 100(A) 051121 /07
TAS I OO(A) 07/28/15
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 2 of 9
APPROVED APPLICATIONS
Tradenarne: Model 730,750,750-S, 750-E, 770 Roof Louvers
System Type A: Mechanical attachment of ridge vent system over composition shingles.
Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down
from the edge line to keep the top of the roof vent below the ridge line. Mark this position.
Using marked position as center point; scribe a circle that is the same diameter as the vent throat
opening. Starting at the drill hole; cut vent hole along the scribed circle.
Installation: Vents should be evenly spaced on the rear slope of the roof.
Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under
shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent
under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make
sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4"
aluminum annular ring shank nails. With the first nail 1 !/4" from roof louver end and a minimum
of 6" o.c, at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4"
from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge,
keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile
drawing). Seal all seams and nail heads with roofing cement.
Ridge Shingle: N/A.
Net Free Area: Refer to manufacturers published literature.
Minimum Slope: 2:12
NOA. No.: 16-0510.28
MIAMt2=
00
DCOUNTY Expiration Bate: 08/16/21
Approval Date: 06/30/16
Page 3 of 9
Tradename: Model 750 Roof Louver
System Type B: Mechanical attachment of ridge vent system over non-structural, standing warn, or snap lock,
metal roof panels with a irrinji-num width of 16".
Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole
between rafters and maximum 18" down fi-orn the ridge line to keep the top of the roof vent
below the ridge line. Mark this position.
Using marked position as center point; scribe an 8" circle. Starting at the drill hole-, cut vent
hole along the scribed circle.
Installation: Vent flange width may be reduced to allow enough clearance to fit within the sears.
Metal Paris shall be "kerf" cut to receive the upslope portion of the vent flange. Position vent
such that the upslope flange slides through the metal panel cut and underneath the metal roof
covering. The remaining three sides of the flange rest on top of the metal panel.
Apply 1/2" wide beads of an approved ASTM C920 sealant between the upslope flange and
underside of roofing. Place additional beads of sealant on the other three sides of the flange
between the vent flange and the topside of the metal panel.
Secure the vent to the deck using (7) corrosion resistant # 10-7 x 1- 11/2" hex washer head screws.
Fasteners shall be installed in the (7) locations shown in Detail
Net Free Area: Refer to manufacturers published literature,
Minimum Slope: 3:12
GENERAL LIMITATIONS:
1. Refer to applicable Building Code for required ventilation.
2, Lornanco's Model 730,750,750-S, 750-E 770 Roof Louvers shall comply with all applicable building codes.
3, Lornanco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall not be installed on roof rnean heights greater than
33 feet.
4. Lornanco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code
FBC)
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 6 1 G20-3 of the Florida Administrative Code,
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 4 of 9
DETAIL DRAWINGS
DETAIL A
700 SERIES LOUVFRED ROOF VENT
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date. 06/30/16
Page 5 of 9
750 SERIEs LOUVERED ROOF VENT
NOA No.. 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 6 of 9
DETAIL B (CONTINUED)
FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750
FASTENER
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 7 of 9
750-S SERIEs LOUVERED ROOF VENT
NOA No.: 16-0510.28
MIAMI-DADE COUNTY Expiration Date: 08/16/21
Approval Date. 06/30/16
Page it of 9
ff DIM w-
750-E SERIES LouVERED ROOF VENT
END OF THIS ACCEPTANCE
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 9 of 9
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot 44 - 2406 UL Builder Name: Ashton Woods
Street: Permit Office: Somme Count
City, State, Zip: Sanford , FL , 32773 Permit Number*- ) Z 7 3
Owner: Jurisdiction: 44't600
Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2
1, New construction or existing New (From Plans) 9, Wall Types (2724.2 scifL) Insulation Area
2, Single family or multiple family Single-family
a. Frame - Wood, Exterior R=110 1265.00 ft'
b- Concrete Block - Int Insul, Exterior R=4.1 1088.10 it'
3. Number of units, if multiple family 1 c, Frame - Wood, Adjacent R=1 3.0 371,00 ft'
4. Number of Bedrooms 4 d, N/A R= ft2
10. Ceiling Types (1419.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1419,00 ft'
6. Conditioned floor area above grade (11:1) 2402 b. N/A R= ft2
Conditioned floor area below grade (W) 0
c. NIA R= fl,2
11. Ducts R it'
T Windows(191.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Floor 2 6 480A
a. U-Factor: Dbl, U=0.34 150.00 ft2
SHGC: SHGC=0,26
b. U-Factor: Dbl, U=0,58 41,00 ft2 12, Cooling systems kBtu1hr Efficiency
SHGC: SHGC=0.25
a. Central Unit 36,0 SEER:14.00
c. U-Factor: N/A ft2
SHGC: 13, Heating systems kBtulhr Efficiency
d. U-Factor: N/A ft2 a. Electric Heat Pump 36.0 HSPF:8.20
SHGC:
Area Weighted Average Overhang Depth: 1.000 It,
Area Weighted Average SHGC: 0.258 14. Hot water systems
8, Floor Types (1419,0 sqft,) Insulation Area
a. Electric Cap: 50 gallonsEF: 0.950
a, Slab -On -Grade Edge Insulation R=O.O 1034.00 ft2 b. Conservation features
b. Floor over Garage R=19.0 385.00 ft2 None
c. NIA R= ftz 15. Credits Pstat
Glass/Floor Area: 0,080
Total Proposed Modified Loads: 68.35 PASS
Total Baseline Loads: 6&93
I hereby certify that the plans and specifications covered by Review of the plans and WE S7'47* e%
this calculation are in compliance with the Florida Energy specifications covered by this
Code. calculation indicates compliance
with the Florida Energy Code.
PREPARED BY: Before construction is completed J,
VDATE: this building will be inspected for
compliance with Section 553.908
Florida Statutes. I hereby certify that this building, as designed, is in compliance
with the Florida
EnergL
Code. SV
TOWNER/AGEN BUILDING OFFICIAL:
DATE: DATE:
Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as
certified factory -seated in accordance with R403.2.2.1 .
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage
test report in accordance with R402.4.1.2.
Compliance with a proposed duct leakage Can requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 Can for whole house.
4/24/2017 1:28 PM EnergyGauge@ USA - RaRes2014 Section R405,4.1 Compliant Software Page 1 of 4
FORM R405-2014
PROJECT
Title: Lot 44 - 2406 UL Bedrooms: 4 Address Type: Lot Information
Building Type: User Conditioned Area: 2402 Lot # 44
Owner: Total Stories: 2 Block/SubDivision:
of Units: I Worst Case: No PlatBook:
Builder Name: Ashton Woods Rotate Angle: 0 Street:
Permit Office: Seminole County Cross Ventilation: No County: Seminole
Jurisdiction: Whole House Fan: No City, State, Zip: Sanford ,
Family Type: Single-family FL, 32773
New/Existing: New (From Plans)
Comment:
CLIMATE
IECC Design Temp Int Design Temp Heating Design Daily Tema
V, Design Location TMY Site Zone 97.5% 2.5 % Winter Summer Degree Days Moisture Range
FL, Sanford FL—ORLANDO—SANFOR 2 39 93 70 75 677 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 2402 20697
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
1 Floor 1 1034 9616.2 Yes 5 0 1 Yes Yes Yes
2 Floor 2 1368 11080.8 No 0 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Woad Carpet
1 Slab -On -Grade Edge Insulatio Floor 1 116.7 ft 0 1034 ft2 0 0 1
2 Floor over Garage Floor 2 ---- ---- 385 ft2 19 0 0 1
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
V` # Type Materials Area Area Color Absor- Tested Tested Insul, deg)
1 Hip Composition shingles 1587 ft2 0 ftz Medium 0.6 N 0.5 No 0 26,6
ATTIC
IRCCTypeVentilationVentRatio (1 in) Area FIBS
1 Full attic Vented 300 1419 ft2 N N
4/24/2017 1:28 PM EnergyGauge@ USA - FlaRes2014 Section R405A.1 Compliant Software Page 2 of 4
FORM R405-2014
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Floor 2 30 Blown 1419 ft' 0.1 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
1 N Exterior Frame - Wood Floor 2 13 38 0 8 1 307,2 ft- 0 015 0,6 0
2 N Exterior Concrete Block - Int Insul Floor 1 4-1 37 11 9 4 3519 ft" 0 0 0,6 0
3 E Exterior Frame - Wood Floor 2 13 40 3 8 1 325.4 ft2 0 015 0.6 0
4 E Exterior Concrete Block - Int Insul Floor 1 41 40 2 9 4 374.9 ft,7 0 0 0,6 0
5 S Exterior Frame - Wood Floor 2 13 38 0 8 1 307.2 ft' 0 0.25 0.6 0
6 S Exterior Concrete Block - Int Insul Floor 1 41 18 0 9 4 168,0 ft2 0 0 0.6 0
7 W Exterior Frame - Wood Floor 2 13 40 3 8 1 325.4 ft2 0 0,25 0,6 0
8 W Exterior Concrete Block - Int Insul Floor 1 41 20 6 9 4 1913 ft;l 0 0 0.6 0
9 S Garage Frame - Wood Floor 1 13 39 9 9 4 371.0 ft2 0 0.25 0,01 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft— In
1 S Wood Floor 1 None .39 3 6 10 20.5 ft'
2 S Wood Floor I None .39 2 10 6 10 19A ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
1 N 1 Vinyl Low-E Double Yes 0.34 0.26 30.0 ft- 1 ft 0 in I ft 0 in None None
2 n 2 Vinyl Low-E Double Yes 0.34 0,26 30.0 ft' 1 ft 0 in 12 ft 0 in None None
3 n 2 Vinyl Low-E Double Yes 0.58 0,25 41.0 ft' 1 ft 0 in 12 ft 0 in None None
4 a 3 Vinyl Low-E Double Yes 0.34 0,26 15.0 ft2 1 ft 0 in I It 0 in None None
5 S 5 Vinyl Low-E Double Yes 0.34 026 45,0 ft' 1 ft 0 in 1 ftO in None None
6 S 6 Vinyl Low-E Double Yes 0,34 0,26 30.0 ft' I ft 0 in 14 ft 0 in None None
GARAGE
Floor Area Caning Area Exposed Wa(l Perimeter Avg. WaII Height Exposed Wall Insulation
1 385 ft2 384 ft2 64 ft 9.3 ft 0
INFILTRATION
Scope Method SLA CFM 50 ELA EqLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000383 2414,6 132.56 2493 2444 7
4/24/2017 1:28 PM EnergyGaugeV USA - FlaRes2014 Section R405.4. 1 Compliant Software Page 3 of 4
FORM R405-2014
HEATING SYSTEM
System Type Subtype Efficiency Capaoity Block# Ducts
1 Electric Heat Pump Split HSPF:8,2 36 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Eff c eney Capacity Air Flow SHR Block# Ducts
1 Central Unit Split SEER: 14 36 kBtu/hr 1080 cfm 0,75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use_ SetPnt Conservation
1 Electric None Garage 0.95 50 gal 60,9 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model # Collector Model Area Volume FEF
None None
DUCTS
Supply Return --- Air CFM 25 CFM25 HVAC #
IV Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
1 Attic 6 480A ft Attic 120.1 ft Prop. Leak Free Floor 2 cfm 72.1 cfm 0.03 0,50 1 1
TEMPERATURES
Prograrnable Thermostat: Y Ceiling Fans:
Coolin Jan Feb Mar9 Aprr May Jun AugJul s:pp Novooct Dec
Heating Jan Feb MMar JA I May Jun AugInAAu n i Novm DecHVentingJanFebMarXjAprMayJunJulSepOctNovDec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WC) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
MECHANICAL VENTILATION
Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System
Runtime Vent 70 0 0 1 - Electric Heat Puli! In 1 -Central Unit
4/24/2017 1:28 PM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4
FORM R405-2014
N
t'... i 4*'
vxIS
Nt
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 (ft'
7. Windows— Description
a. U-Factor: Dbl, U=0.34
SHGC: SHGC=0.26
b, U-Factor: Dbl, U=0,58
SHGC: SHGC=0,25
c. U-Factor: NIA
SHGC:
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
Sanford, FIL, 32773
New (From Plans) 9. Wall Types Insulation Area
a. Frame - Wood, Exterior 13=110 1265.00 ft'
Single-family b, Concrete Block - Int Insul, Exterior R=4.1 1088,10 ftz
1 c. Frame - Wood, Adjacent R=13.0 371,00 ftz
4 cl, N/A R= ft2
10, Ceiling Types Insulation Area
No a. Under Attic (Vented) R=30.0 1419,00 ft'
2402 b. N/A R= ft2
c. N/A R= ft2
Area
11. Ducts R ft'
150,00 ft2 a. Sup: Attic, net: Attic, AH: Floor 2 6 480A
41.00 ft,'
12, Cooling systems kBtu/hr Efficiency
ftz a. Central Unit 36,0 SEER:14.00
8. Floor Types Insulation
a. Slab -Co -Grade Edge Insulation R=0.0
b, Floor over Garage R=19,0
c, N/A R=
ft2
13, Heating systems
a. Electric Heat Pump
1.000 ft.
0,258
Area 14. Hot water systems
1034,00 ft2 a. Electric
385.00 ft2
b. Conservation features
ftz
None
15. Credits
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:
Address of New Home: City/FL Zip:
kStu/hr Efficiency
36.0 HSPF:8.20
P7'j 1AE S90
Ok-
NM
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating, Contact the EnergyGauge Hotline at (321)
638-1492 or see the EnergyGauge web site at energygauge,com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support
staff,
Label required by Section R303,1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
4124/2017 1:28 PM EnergyGaugeV USA - FlaRes2014 - Section R405,4.1 Compliant Software Page 1 of 1
FORM R405-2014
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot 44 - 2406 UL Builder Name: Ashton Woods
Street: Permit Office: Seminole County
City, State, Zip: Sanford , FL , 32773 Permit Number:
Owner: Jurisdiction:
Design Location: FL, Sanford
COMPONENT CRITERIA CHECK
Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope.
Exterior thermal envelope contains a continuous barrier.
Breaks or joints in the air barrier shall be sealed.
Air -permeable insulation shall not be used as a seating material.
Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the
insulation and any gaps in the air barrier shall be sealed.
Access openings, drop down stairs or knee wall doors to unconditioned
attic spaces shall be sealed.
Corners and headers shall be insulated and the junction of the foundation
Walls and sill plate shall be sealed.
The junction of the top plate and the top or exterior walls shall be sealed.
Exterior thermal envelope insulation for framed walls shall be installed in
substantial contact and continuous alignment with the air barrier,
Knee walls shall be sealed.
Windows, skylights and doors The space between window/door jambs and framing and skylights and
framing shall be sealed.
Rim joists Rim joists are insulated and include an air barrier.
Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside
and cantilevered floors) of subfloor decking.
The air barrier shall be installed at any exposed edge of insulation.
Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently
attached to the crawlspace walls.
Exposed earth in unvented crawl spaces shall be covered with a Class I
vapor retarder with overlapping joints taped.
Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or
unconditioned space shall be sealed.
Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled
by insulation that on installation readily conforms to the available cavity
spaces. —
Garage separation Air sealing shall be provided between the garage and conditioned spaces.
Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be
air tight, IC rated, and sealed to the drywall.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in
exterior walls, or insulation that on installation readily conforms to available
space shall extend behind piping and wiring.
Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air
barrier installed separating them from the showers and tubs.
E lectrica I/p hone box on The air barrier shall be installed behind electrical or communication boxes or
air sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall be
sealed to the sub -floor or drywall,
Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have
gasketed doors
4/24/2017 1:28 PM EnergyGaugeO USA - RaRes2014 Section R405A.1 Compliant Software Page 1 of 1
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Prescriptive and Performance Method
Project Name: Lot 44 - 2406 UL Builder Name: Ashton Woods
Street: Permit Office, Seminole County
City, State, Zip: Sanford , FL , 32773 Permit Number:
Design Location: FL, Sanford Jurisdiction:
Cond. Floor Area:: 2402 sq.ft. Cond,Volume: 20697 cuft.
Envelope Leakage Test Resul
Regression Data: I
N A
Single or Multi Point Test Data
HOUSE PRESSURE
in
MARM
FLOW:
ELA:
EqLA:
ACK
NEI=
go
R402.4.1.2 Testing, The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changer, per hour
in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0,2
inches w.g, (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the
test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all
penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other
infiltration control measures;
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration
control measures;
3. Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed,
5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
I hereby certify that the above envelope leakage
performance results demonstrate compliance
with Florida Energy Code requirements in
accordance with Section R402,412
21212"Al
I STAII III
M- v vlm'101'
testing shall be conducted by an
approved third party. A written
report of the results of tht test shall
be signed by the third party
the code official.
ov WE Sr4
1v
ef, PIZ,
0
to
4/24/2017 1:28 PM EnergyGauge@ USA - FlaRes2014 - Section R405A.1 Compliant Software Page 1 of 1
FORM R405-2014 Duct Leakage Test Report Performance Method
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Form R405 Duct Leakage Test Report
Performance Method
Project Name: Lot 44 - 2406 UL Builder Name: Ashton Woods
Street: Permit Office: Seminole County
City, State, Zip: Sanford , FL , 32773 Permit Number:
Design Location: FL, Sanford Jurisdiction:
Duct Test Time: Post Construction
Duct Leakage Test Results
CFM25 Duct Leakage Test Values
Line System Outside Duct Leakage
1 System 1 cfm25(Out)
2 System 2 cfm25(Out)
3 System 3 cfm25(4ut)
4 System 4 cfm25(Out)
5 Total House Sum lines 1-4
Duct System
Divide byLeakage
Total Conditioned Floor Area)
Qn,Out)
I certify the tested duct leakage to outside, Qn, is
not greater than the proposed duct leakage Qn
specified on Form R405-2014,
AM"
Duct tightness shall be verified by
testing to Section 803 of the RESNET
P11-114E ST
s
0,
Standards by an energy rater certified in
accordance with Section 553,99,
Florida Statutes.
11911111-D4AG OFFICIAL:
DATE:
4/24/2017 1:28 PM EnergyGauge(R) USA - RaRes2014 - Section R405.4.1 Compliant S Page 1 of 1
1 wrightsoft, Project Summary
Entire House
Energy Air, Inc
5401 Energy Air, Of, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyaircorn Web: ww.energyairconi
For: Lot 44 - 2406 UL,4abton Woods Homes
Sanford, FL32773
Weather: Orlando Executive AP, FL, US
Job: Ashton- mammmxpmou
Date: 1011012016
By:
Plan: z4noS
Winter Design Conditions Summer Design Conditions
Ou1sidedb 44 F DuCmidedb 83 F
nsidedb 70 F insidedb 75 F
DesignTO 28 F De Sig TD 18 F Daily
range L Relative
humidity 50 Moisture
difference 44 gr/|b Heating
Summary Sensible Cooling Equipment Load Sizing Structure
17444 Btuh Structure 10252 Btuh Ducts
2759 Btuh Ducts 4026 Btuh Central
vent (70 cfm) 1985 Btuh Central vent (70 cfm) 1354 Btuh Humidification
O Btuh Blower D Btuh Piping
0 Btuh Equipment
load 22188 Btuh Use manufacturer's data y Rate/
swing multiplier 1 00 Infiltration
Equipment sensible load 21632 Btuh Method
Simplified Latent Cooling Equipment Load Sizing Construction
quality Semi -tight Fireplaces
O Structure 2558 Btuh Ducts
054 Btuh Heabn
Central vent (7Ocfm) 2079 Btuh Area (
ft2) 244/ 2447 Equipment latent load 5292 Btuh Volume (
ft') 21064 21064 Air
changes/hour O28 015 Equipment total load 28824 Btuh EquixAVF (
cfm) 98 53 Req. total capacity at075 SHR 2 4 ton Heating
Equipment Summary Cooling Equipment Summary Make
Carrier Make Carrier Trade
Trade K8oda|
CH14NBO360000A Cond CH14NBO360000A AHR|
ref O Coil FB4CNP030L AHR|
ref O Efficiency
8 2HSPF Heating
input Heating
output 33800 Btuh @47°F Temperature
rise 28 F Actual
air flow 1105 cfm Air
flow factor 0.055 cfm/Btuh Static
pressure 0,50 in H20 Space
thermostat Backup:
Input =
8 kW Output = 16020 Btuh, 100AFUE Efficiency
117EER.14SEER Sensible
cooling 24750 Btuh Latent
cooling 8250 Btuh Total
cooling 33000 Btuh Actual
air flow 1105 cfm Air
flow factor 0,054 cfm/Btuh Static
pressure U 50 in H2O Load
sensible heat ratio 0 80 Capacity
balance point =34"F Boldlitalic
values have been manually u.eruvoen Calculations
approved byACCA to meet all requirements of Manual J 8th Ed 2017-
Anr-2413,*13 wwrightsoft
nw^mw,walUniversal /o`r`r,uoanoo,nno Page C^~k...
apuomc\Wynd:ampre,^me Lm+4 2406ul-mp ro/c~*un Front Door faces: o
Manual S Compliance Report Job: Ashton- Starlight Homes
wrightsoft, Date: 10/10/2016
Entire House By:
Energy Air, Inc
Plan: 2406 S
5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GR enner energyai r. coin Web: www.energyaircorn
For: Lot 44 - 2406 UL, Ashton Woods Homes
Sanford, FL 32773
Outdoor design DB: 92.6°F Sensible gain: 21632 Btuh
Outdoor design WB: 75.9°F Latent gain: 5292 Btuh
Indoor design DB: 75.0°F Total gain" 26924 Btuh
Indoor RH: 50% Estimated airflow: 1105 cfm
Manufacturer's Performance Data atActual Design Conditions
Equipmenttype:Split ASHP Manufacturer:
Carrier Model: CHI 4NBO360000A+FB4CNP036L Actual
airflow: 1105 cfm Sensible
capacity: 23961 Btuh 111% of load Latent
capacity: 6713 Btuh 127% of load Total
capacity: 30674 Btuh 114% of load SHR: 78% Design
Conditions Outdoor
design DB: 44.2°F Heat loss-, 22188 Btuh Indoor
design DB: 70.0°F Entering
coil DB: 77.0°F Entering
coil WB: 63.9'F Entering
coil D13: 68.1 'F Manufacturer'
s Performance Data atActual Design Conditions Equipment
type: Split ASHP Manufacturer:
Carrier Model', CH14NB0360000A+FB4CNP036L Actual
airflow: 1105 cfm Output
capacity: 33000 Btuh 149% of load Capacity balance: 34 'F Supplemental
heat required: 0 Btuh Economic balance:-99 'F Backup
equipment type: Elec strip Manufacturer:
Model: Actual
airflow" 1105 cfm Output
capacity" 5.6 kW 86% of load Temp. rise: 50 'F Meets
are all requirements of ACCA Manual S. 2017-
Apr-24 13:14:13 wrightsoft
Right-Suite,8 Universal 2017 17,0.08 RSU17013 Page I Specific',
VVyndharn Preserve\Lot 44 - 2406 ULrrup Calc = MJ8 Front Door faces, S
wrightsoftDuct System Summary Entire
House 33MMMEM
5401
Energy Air, Ct, Orlando. FL 32810 Phone: 407-886-3729 Email: GRenner@energyaircorn Web: wmmenergyaircom For:
Lot 44 - 2406 UL, Ashton Woods Homes Sanford,
FL 32773 External
static pressure Pressure
losses Available
static pressure Supply /
return available pressure Lowest
friction rate Actual
air flow Total
effective length (TEL) Heating
0.
50 in H2O 0.
22 in H2O 0.
28 in H2O 0.
140 / 0,140 in H2O OA16
in/1 00ft 1105
cfm Job:
Ashton- starlight Homes Date:
10/10/2016 By:
Plan:
2406 S Cooling
0.
50 in H2O 0.
22 in H2O 0,
28 in H2O 0.
140 / 0.140 in H2O 0.
116 in/1 00ft 1105
cfm 241
ft Design
Htg Clg Design Diarn H x W Duct Actual Ftg.Eqv Name
Btuh) cfm) cfm) FIR in) in) Matl L n (ft) L n (ft) Trunk ba2
c 304 14 17 0334 4.0 OX0 VlFx 8.7 75.0 bed.
3 c 1006 46 55 0.190 5.O OX0 VlFx 22.3 125,0 SO bed.
4 c 1372 71 75 0.196 6,0 OX0 VlFx 17,6 125,0 SO bed2
c 1503 73 82 0.282 6.0 OX0 VlFx 24.1 75.0 cl.
4-A h 234 13 12 0.200 4.0 OX0 VlFx 19.8 120.0 SO fam-
kit-din C 2386 129 130 0.155 7.0 OX0 VlFx 35.3 145.0 st3 fam-
kit-din-A C 2386 129 130 0157 7.0 OX0 VlFx 33.8 145.0 st3 farn-
kit-din-B c 2386 129 130 0.174 7.0 OX0 VlFx 26.3 135.0 st3 flex -
A h 2096 115 71 0.116 7,0 OX0 VlFx 51 A 190.0 st4 flex-
B h 2096 115 71 0119 7,0 OX0 VlFx 46,1 190.0 st4 laun
c 719 3 39 0,344 4.O OX0 VlFx 6.3 75.0 loft
C 1607 47 88 0.318 6.0 OX0 VlFx 13,0 75.0 m
ba C 432 19 24 0.363 4,0 OX0 VlFx 7.1 70.0 robed
c 1902 88 104 0.340 6.0 OX0 VlFx 7A 75.0 pdr-
A h 1230 67 31 OA49 5.0 OX0 VlFx 48.3 140,0 st3 A( -,-
A c 887 46 48 0,312 5,0 OX0 VlFx 14.6 75.0 Trunk
Htg Cig Design Veloc Diam H x W Duct Name
Type cfm) cfm) FIR fpm) in) in) Material Trunk stl
Peak AVF 130 142 0.190 531 7.O 0 x 0 VinIFIx st4
Peak AVF 229 141 0116 519 9,0 0 x 0 VinIFIx st3 st3
Peak AVF 684 562 0,116 639 14,0 0 x 0 VinIFIx st2 st2
Peak AVF 684 562 0.116 639 14.0 0 X 0 VinIFIx Boldlitalic
values have been manually overridden 2017-
Apr-24 13:14:13 wrightSlDift
Right -Suite& Universal 2017 17,0,08 RSU17013 Page 1 SpecificMyndharn ['
FeSerje\Lot 44 - 2406 UL,rup Calc = MJ8 Front Door faces: S
Grill Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size (in) cfm) Cf M) ft) F R fpm) in) in) Opening (in) Matl Trunk]
rbl OX0 857 869 0 0 0 0 Ox 0 VlFx
rsb7 OX0 248 236 0 0 0 0 Ox 0 VlFx
2017-Apr-24 13,14:13
14t:71 + wrightSOft Right-SuitUniversal 2017 17.0,08 RSU17013 Paget tCCk ...
Specffic\VWdharrt Preserve\Lot 44 - 2406 Ut-rup Calc --- MJ8 Front Door faces: S
N
M
1, 1 0 x 6
48 cfrn
L____
0 _
j
4
8 x4
ba2 17 cfin ,
CIA
4
3
4
14 x 6
x G,
71,
VA
8 x 4 1 In2
24 f" L
rn ba
x 6
104 _fm
I -, x 12
248 din
6
RA CY `a n00 R
61 CA V'R 24 x 12
49 C m
loft
0 x 6
55 'cfm
AHU ON METAL STAND
3.0 TON 240V/ 5KW HP
Job #: Ashton- Starlight Homes
Performed for:
Lot 44 - 2406 UL
Sanford, FL 32773
10 x 6
88 cfin,
S,u p R se r
14 "
10 " 6
82 cfin
M
Energy Air, Inc
Scale: 1/8" = VC)"
Page 2
5401 Energy Air. Ct Right -Suite& Universal 2017
Orlando, FL 32810
17.0,08 RSU17013
2017-Apr-24 1114A5
Phone: 407-886-3729 ...am Preserve\Lot 44 - 2406 UL.rup
vmwenergyair,conn GRenner@energyaircom
Building Setbacks
Setbacks: Per construction plans for
WYNDHAM PRESERVE", City of Sanford,
Seminole County, Florida.
DIENWNSI(OTI nOTE:
WYNDHAM PRESERVE - LOT 44 Proposed building dimensions
shown hereon are of the exterior.
PLOT PLAN
Front = 25'
Rear w 20'
Side = 10'
Side Street = 25'
BUILDING ]LAYOUT NOTE:
Contractor and owner are to verify all
setbacks, building dimensions, and layout
shown hereon prior to any construction, and
immediately advise GeoPoint Surveying, Inc. of
any deviation from information shown hereon.
Failure to do so will be at user's sole risk.
LOT 42 LOT 43
N89 *412'5 1 "E 78. 0 1'
0)
CY)
LOT 44 W
LOT 45
POINT OF
AREA= 8.833 S.F. i
10.0
COMMENCEMENT (r) C 0
NORTHWEST CORNER OF THE
C!
i'Q11 0 PATIO 0
NORTHEAST 1/4 OF 0
SECTION
4) 12.5' 26 O 2.0 27.5 <
17-20-31 940 0
CCR #55989
38.0 4 1 Of
PROPOSE)
2 STORY RESIDE NWE
WESTERLY LINE OF 2376 BLUE GROUSE LANE 0 Q_
THE NORTHEAST 1/4 o
Ln
OF SEC 17-20-31
cp (BASIS OF BEARING) 2406 SOLS110H 0
ELEVATION - I J
tF) 1 a 1 _3 GARAGE - LEFT
FEE- 27.9 PORCH
12.5' 25.3 o I N00
16.0'
4
12.7 1 27.5 1A
Ok to construct Single Family home with setbacks and
I vvu) 11) 0imperviousareashownonplan. W >_
PROPOSED
ciq 'S4, ,, z-,- ( R, -i ,, u (,'- V) CONC WALK41, U-4, +
0MW — — — — — — — — — — —
WYNDHAM PRESERVE
LOT 44
Proposed)
LN89*40'51 "E
67-2.88T—
POINT OF -
BEGINNING
CURVE DATA TABLE
NO. RADIUS DiCi ii;Iilal'i 0I11,711(ii! 11H)IRID BEARING
C11 25.00' 089'57'48" 39.25' 35.34' S 44'41'57" IN
LEGAL DESCRIPTION
M
I— — _
0> 0 0
XX
z
z
CONC 7J
CURB Or
A- 52. 4' S89040 5 1" '
PROPOSED 5' UJ
CONC SIDEWALK
BLUE GROUSE LANE
50' RIGHT -OF' -WAY
PRIVATE ROAD) PCP
CENTER LINE:",- W 280.00'
DESCRIPTION: A parcel of land lying in Section 17, Township 20 South, Range 31 East, Seminole County, Florida,
and being more particularly described as follows:
COMMENCE at the Northwest corner of the Northeast 1/4 of said Section 17, run thence along the West line of the
Northeast 114 of said Section 17, S,001909E., a distance of 1,151.64 feet-, thence N.894051E., a distance of
672.88 feet to the POINT OF BEGINNING thence N.001909"Wa distance of 115.00 feet-, thence N.
89'4051Ea distance of 78,01 feet; thence S,0001657E., a distance of 90.02 feet; thence Southwesterly, 39.25
feet along the arc of a tangent curve to the right having a radius of 25.00 feet and a central angle of 89'57'
48" (chord bearing S,44'41'57"W., 35.34 feet); thence S.89040'51 "W., a distance of 52.95 feet; to to the POINT OF
BEGINNING. Containing 8,
833 Square feet, more or less. PEP —Pool
LB —Licensed
LEGEND: ADUSSD—Access/Drainage/Utilities/Sidewalk BFP —Backflow
Preventer Sight Distance Easement Survey PRIM —
Permanent Ref. Monument R —Reported
S1 —RePCP —Permanent Control Point D — Description
I FP&L—Florida Power & Light P —plot
FFE—Finish Floor Elevation D.B. —
Deed Book M —Water Meter OfficinI Records
Book O.R. —Official D4 —Water Valve P.B. —
Plat Book r—Fire Hydrant Pg.—Page
RCM —Reclaimed Water Meter Elev. — Elevation
RCX—Reclaimed Water Valve Conc.—Concrete
M—Cable Box BP —Brick
Paver 0—Telephone Box sw — Sidewalk
E]—Electric Box FEE — Finished
Floor Elevation O—Utility Pole CI —Curb
Inlet O—Guy Pole GTI —Grate
Top Inlet O—Light Pole P.U.
E.—Public Utility Easement Guy Anchor RCP — Reinforced
Conc. Pipe OU--Overhead Utilities PVC —PolyvinylChloride
D—Storm Sewer Manhole NCS —No
Corner Set (Falls in Water) G—Sanitary Sewer Manhole SF —Square
Feet FHHo —Electric Handhole D.U.
E. —Drainage/Utility Easement Coo —Clean Out FMGD—MAG
NAIL & DISK CV>< —Irrigation Control Valve P.K. —
Parker Kolon Nail Sign SIR —Set
1/2" Iron Rod LB7768 WIXI—Gate Water Valve SPKD —Set
P.K. & Disk LB7768 Gas Meter Existing FIR —
Found1/2" Iron Rod LB7768 IF Grade FIP—Found
1/2" Iron Pipe LB7768 a —Blow—off Valve FPKD —Found
P.K. Nail & Disk L87768 —Drainage Flow Direction FCM —Found
4"x4" Concrete Proposed Design Grade u Monument
FIRMLB7778 s B ti Grad A It/E , in% G d la Note: Someitemsinaboveletppc a ba Is no beREVISIONSDemCriptijon
Date
pwn.lCkd I P.C.70rder No. SURVEYOR'S
NOTES: 1. Current
title information on the subject property had not been furnished
to GeoPoint Surveying, Inc. at the time of this plot pion.
a Im
w•momgg3. Elevations shown
hereon are in feet and are referenced to the NATIONAL GEODETIC
VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades &
finished floor elevations shown hereon are from the
construction plan for "WYNDHAM PRESERVE", City of Sanford
Seminole County, Florida. iPlan is subject
to matters shown on the construction plans for "WYNDHAM
PRESERVE", City of Sanford Seminole County, Florida.
6. Proposed information shown
based on proposed/ supplied plan and/or
instructions per client (not field verified) LOT AREA CALCULATIONS
LOT
8,833 SQYT.
LIVING AREA= 1,034
SQ.FT. GARAGE 385 SQ.FT.
PORCH = 24 SQ.FT.
DRIVEWAY = 469 SQ.FT.
PATIO 100 SQ.FT.
WALKWAY = 42 SQ.FT.
IMPERVIOUS= 23.2 % SOD
6,779 SQ.
FT. OFF LOT AREA CALCULATIONS
R/W 5,582
SQ.FT. APRON 114 SQ.FT.
SIDEWALK = 931 SQYT. SOD
1,054 SQ.
FT. TOTAL AREA AREA 14,
415 SQ.
FT. DRIVEWAY = 583 SQ.FT.
SIDEWALK = 973 SQ.FT.
SOD = 7,833 SQ.
FT. FILOOD ZONE: The property
shown hereon
is on the Federal Emergency Management Agency's
Flood Insurance Rate Map Panel Number
12127Q-0_7_H, in Flood Zone 1" DESCRIPTION: PROPOSED
LOT 44,
according to the plat
of "V\fYNDHAM RESERVE", City of Sanford,
Seminole County, Florida 555 Winderley
Place. Suite
109 Maitland, FL 32751 PLOT
PLAN ONLY Phone: (
3211) 270-0440 NOT A SURVEY) Fax: (
813) 248-2266 For Permitting ONT-Y)
Licensed Business No. LB 7768 m. ueo oint Z_
Surveying,
Inc. es
D. Leviner (5691
Drawn:JE JCh.,k,d:JL C,: Data File:BrissonEast-Piot ORIDA PROFESSIONAL SURVEYOR & MAPPER
NO. ..................Date: 04/17/17
Order Na.: uo'Q' SET NOTVALIDWITHOUT
THESIGNATUREANDTHEORIGINALIDwg: BrimnEast-Lot44 Pn qPAI nF A
FI nPInA I lr.FNqFn ql IPVFYOP AND MAPPFR C. 17 - TWN. 20 S. - RNG 31 E Field Bic
1-1/2`°'^VTR 2" VTR 1-1/2" VTR 1-1/2" VTR
SH
Ti U6
wilvi
V
N
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2". LAV
we
LAV
3L---
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r r
3"
3 "
AUTO VENT
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UP
2 ,
3
C/o
PLUt,,.IBING RISER DIAL N1
P 1_ M ER NNW ELECTRIC
0 c
Ashton Woods Homes
Seminole 2406 Starlight
LOAD CALCULATION
May 26, 2017
L IIVAC LOADS NEC toil - 224.82 C 3 - 4
LONE COMPRESSOR SIZE CONNECTED LOAD
1 4,00 TON 720 KVA
2 ION
3 TON
4 TON
5 _1.ONt
LONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD
1 7.00 KVA 0.67 7.67 KVA
2 KVA
3 KVA
4 KVA
5 KVA
TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 14.87 KVA
TOTAL LOAD FOR COMPRESOR 100% 7.20 KVA
TOTAL LOAD FOR AIR HANDL.F..P. (Gz) 65% 4.99 KVA
TOTAL IIVAC DEMAND LOAD 1119 KVA
It. GENERAL LOADS NEC 2011- 220.,0 B i - 4
LIGHTING 2401 SgFt 3VA/Sq.Ft T20 KVA
QTY VALUE TOTAL KVA
2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA
I LAUNDRY CIRCUIT 1.50 1.50 KVA
1 DRYER CIRCUIT 5.00 5.00 KVA
0 STACK WASHER/DRYER 5.00
1 WATER HEATER (1) 4.50 4.50 KVA
0 WATER HEATER (2) 4.50
I DISHWASHER L20 L20 KVA
I DISPOSAL(I1 0.80 0.80 KVA
0 DISPOSAL(2) 0.80
0 RAiNGI;/OVEN (1) 7.20
1 RANGE/OVEN (2) 12.00 12.00 KVA
COOKTOP CIRCUIT 7.20
SUMMER KI 1 CEIEN/JENAIR GAS 1.50
1 MICROWAVE CIRCUIT 2.50 2.50 KVA
0 JACUZZI TUI3 CIRCUIT 4.80
0 40 AMP CAR CHARGER 9.60
30AMP POOL CIRCUI"I 7.20
60AMP POOL CIRCUIT 14.40
0 80AMP POOL CIRCUIT 19.20
CONNECTED LOAD (GENERAL, LOADS) 3T70 KVA
IST 10 KVA (GENERAL LOADS) (i 100% 10.00 KVA
REMAINDER (GENERAL LOADS) ( ,,, 40% I L08 KVA
SUS TO"I"AL GF.NEILAL LOADS NEC 2011- 220.82 B' 21,08 KVA
HVAC LOADS 12.19 KVA
GENERAL. LOADS 21,08 KVA
TOTAL I 1 LAND LOAD {NEC 2011- 220.82(A} 33.27 KVA
MINIMIIM SERVICE SIZE 138,61 AMPS
I2EC0 1 9i;VI)EIl SI;RYICI; SIDE 150 ~LIPS
150 Amp
Main
120V/240V
Typical
150 Amp
Interior
Panel
2/0 SER Aluminum Service Cable
Or2" Conduit & (0) 2/0 XHHW AL & (1) 1/0 XNNW AL
BC 250.94 Intersystem Bonding Bridge
Power Company Secondary Conduit & Wire
4 Bare Copper Per NEC 250.66 B
Ground Clamp
Concrete Encased Electrode
1
Site Information:
6904 Parke East Blvd,
T
Customer Info: Starlight Project Name: Lot 44 Wyndham Preserve Model: 24067 U
Lot/Block: 44 Subdivision: Wyndham Preserve
Address: N/A
City: Sanford State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FRC2014/TP12007 Design Program: MiTek 20/20 7.6
Wind Code: ASCF 7-10 Wind Speed: 136 rnph
Rooft-oad: 40.0 psf Floor- Load: N/A psf
This package includes 22 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31 .003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No, Seal# Truss Name Date
1 T1 1359764 Al 6/14/17 18 T1 1359781 J1 6/14/17
2 T11359765 AlA 6/14/17 19 T11359782 J3 6/14/17
3 T11359766 A113 6/14/17 20 T11359783 J5 6/14/17
4 T1 1359767 A2 6/14/17 21 T11359784 J7 6/14/17
5 T11359768'A3 6/14/17 22 T1 1359785 MG 6/14/17
6 T11359769 A4 6/14117
7 T11359770 A5 6/14/17
8 T11359771 AM 6/14/17
9 T11359772 AM1 6/14/17
10 T11359773 131
11 T11359774 132 6/14/17
12 T11359775 133 6/14/17
13 T11359776 134 6/14/17
14 T11359777 B5 6/14/17
15 T11359778 B6 6(14117
16 T11359779 C
17 T1 1359780 CG
The truss drawing(s) referenced above have been prepared by
MiTek USA. Inc. under my direct supervision based on the parameters
provided by Builders FirstSource (Groveland, FL).
Truss Design Engineer's Name: Velez, Joaquin
My license renewal date for the state of Florida is February 28, 2019
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific information included is for MiTek's customers
file reference purpose only, and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design
parameters or the designs for any particular building. Before use, the building designer
should verity applicability of design parameters and properly incorporate these designs
into the overall building design per ANSI/TPI 1, Chapter 2,
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8-0, 0 Max
1 z 2 89C 24, Max
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4 - _7389/'828, 4 30-9903/249730 31-99M,/2497, r-31 990',)/249e, 5 329904/2495, 32 33-9£104,12495, 33-34,
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7_174,3016, 9-39= 643t1/1673, fi,j_ (i433i1 C374, 0 1 1 -6860/1759, 11 12=, 64
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11, NOTES- 11 2-piylruss to he ( if ccTeu I,,)f,1,0fl-,C1 with 101 (c
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P10I5 BEFORE USE, I , i, it il, 1110-k ,fi, 1 h, S S" 1, 1, 1 "o, '1 t J iIf, I t 1 f , !
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and 8C!U 8,0ding Component Sawy lnf<FmWion t,, )0 q,!(; m fl, 11,imil- ; W N '0 In
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wra 121 1 q? X 1 1 pt 1 a 1 W in mm, mv 112 1 p a 3 & 11 1 VC W smWm Up I y at 4 DA 1 K I thwn wM 01 k vp M NO 1 L 130 1 "Mr w"I U2 W W M is,
mid 130 1 down and U2 M y W 20 V I mo 130 1 aown and 12P b W w 2P 0 4 on ku Not and W2 I K" aQ 6WW* x 7 0 A W ti a—P VON Nitilmral ! 0'T9WbQwnW 130
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and 35I In W W 25 M 8 on x0orn .had TO waWKNiJon A ssn awndon PrOV) 0 Me OSDOWMN A cthVII LOAD CASE(S) Standwo P
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NOTES ON THIS AND PVCLUDEV AfFTEK REFERANCE FACE M11,747,3— T0V0312015 BEFORE USE, 000 A 04 AD,' — 4, nmnw—ni, j npq ,
i 7 a i p —0 — I I ti, i, E q11, W 6 W,
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and KI MMg Wmo=f ON AW EW Nvd 61 140
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0,
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T-il'size., 2 l-17lc1-8 C, 6-512/M(i(,,hanl,-.ai WX
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IX UP1012_ 160j-C 1 (1), 61 30IL2 FORCES, (bt
Max Cnp,/Max, Ten, - Alf rceS 250 (slu) of less (x(.ept when shlown 10 P Cl
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l-,e0,ryd,,
ec'llv appiied of 10 0 0 l,, b" it 13tt NOTES- 1) uneaian( eil ':)ot
hve;
oao have, -,cinsideed'ot this des,gn 2il%illd AS,",F 7 10Vul!-
I 36i_ipl .3 0ljsl) V;JS,J' enve 41!: f a! Lop LncL, MWFRS ylet fionad) aind G t;
L xteiiol.2) -0 to 2-0 l,), (nterior,l) , 0-0 to 3-4 0, Fxkit,.W2) J 4 0 to 6 v1 ter lot(') 6 8 ore, N to 9 10
4 zca-ejer Ir ft r11,1d W-il exposed,G ln and fo,;esit, MWFIS f,of shown. Lurnmer 1 -1 6,1 D(- 60 g 31 il ov,dcl% aocciliate,
dramage t p,(oii,,n1 livalelpaind,
tig di J to;s ituss nas been desium"c" to! a 10,
0ps' boltzln" oai nnnc lnclmeni w0h vinv (Ahelive oad's 5, , Ints Uiilss as Leen es to tor 'i hVe, of 20 01_)
0 on 1h,e tloltoli 'J'('!d In? I ail\a\", whil'e a 3 6 v tall i)y 2 0 C, wide oil" f!t hetween ffity botic"'M cl%l"4,1' a ary UM'
e.; 5 1, Re.'el togiFd qco"'nect,ors v"lks) i(,f tiuss
N tlss rowde mechancal (by ofhefs, ()I ;Tuss lobealing ;"'fale clarat'le of wwlsilmdl,il: 160
it uplit! -,it t lnl, P 130 ltl IpNt at Aril 6 e) "se"111 rigid P','.Nbieaks wit;,n f,xeci heels' Mor'loet cird
i1xib", 'redcli
Was usild ill !o wldlysS 'lf"d design of this T'iss AiL WARMIN6 V.ofy dtu,iqpatatriefels and READ NOTES ON THly AND PVCLUDED MfTEK REFERANCE, PACE M11-
7473ul fivV3,20tS REFORE USE, l)'-ilv " ll, I q , "' ` Ill 'Jj l"li"k, 11 i 11 11 1 ,, ih" i, ,,, l
1 11, t , 1 3 1: , " i, l' ill —l"r, A 'r h' I li 1 1 i, zli ir" , , l'i , ;-0 ,, 'I im , , ""'tol' jl", li", i'lill fil'o -w, I'll, `j I't, 1!lln' ''f St
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89 and IlCtii Bividluq, Component sqfliny Information 1, A "i 11-+' ill l!-!ir"'W'1q" Ili "N v Sii fll'' if, $lA
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Volevi-,. E,
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6-4 0 2-4 4 4 0 5
0 0 12 4- 3x4
4
4 0 LOADING (
psli ISPACING- 0 CSI, DEFL. itdftl Llo PLATES GRIP I
CI i- i "'! 0 Plate Grip fKX_ 1 G 0 6? Ve,,biAj 1) c 10 240 71 m1 -10 244/19(" k L
Im iber DCL i 2f" B 0, t'_2 ve'!(`' 38 10 0 "'s i8o Rf,)
sirees incr Yi c B 0 Ioilfl I, 2 oot 11)
0 It imatux M) Wel, ht, -,8 lb 205, LUMBER- BRACING-
P i ,
10 R D 2x4 SP Nu 2 f, tf(_)RP S-lcltmal fvy)rl shw,_rtfjlI,(j flue,"P, ,I l,! If-(,-4 fli, pillimS eX,-vp! BUT Ci,
ORD 2 x,1 ,> P N ci 2 V/ F B
S 2x,, Sil W,3 g dirilclivappi,ed M 0 t lrac!ng, REACTIONS, f6-51,
2/pkfchan3l, l 577/0-8 0 I i 1,11ax
ilo,z', ---9Q(LG 10) Max JpWl6'z_-', 24(
l,C 10) 2166(L-C '0 FORCES, ift',) Max, Gump./Maxen -
A,[ fcrces 2501 Lbh w !as ,. excqf,f,`ler) shown T 0 P Ci D
2 1 6 161295, 1 -2 604 /300, 3 12 599,'309, 3- 4 - 94 3/4 2 8, 4 13 8 1013 39, 5 13=-of',X3391 6---
505/260 el,-T ';I '--28l!553 WEBS
3 7--124/476, 4
7=-5481'312, 5 7-- 3174/1`94 NOTES- 1 Urllaianutid roo" !ive loads
hal-
ve be.(Pi c, ns-detec lof MIS des,gl' VV,nASU r 7- "), VOt 136,
11 t)t 1 3 se,,,oi id , d vas, "j-, if 'I fl, B-`Vt,'I, _,Wl, ei f e-,41[', it, FXpr GFlIc! , cc;p1;-_0 18, MOl
ard IC i_, F xl_ v)Y!2 1 -0-0 to 2 -v 0, iril(mot(II 2-0 Oto 3-4-0, Exie-(II ,t 4-tit 1rl,6-4 0, 1el,o3(l) 8 8 ; to 9-10
l Inne, W1 zwo nw"t exposed to' melnbt s ar(i k"Ices & MWI RS for reac!icms , iown, , unbei DO! 1 60 plate gtip D(__A-: 1
60 3 Plovide ieleqwite dixnave L, p!event watO:
u(Irictirg 4%i 1hs 'tuss h,s bfIen desic
gnpd to, a 10,0 est boltorf utwid1,3o toad [II)MOM'A' UW`lt Wilh IIIV Oriio, five oads bo!io'n I'lloId it) Ijj jFoao
wrlo,ll i u-1irigle 1 6-,) tail by 2 0 0 wide will h,S' UUSS has beer cies;aned, letaweloadlof20,0r,0 on, W between tfie bo!tom clio,d w,
d jo,,i memilo,c 61 Ple'fot to fjlldefs) lot !Fzl,,,s
to lwsy connectic"ns, 7vide "'n 1by onlefsf ("I 111iss i,,f t,-
eamm, plate, I,apalAe III wf0)STaod'lIg i 'III, :t) rll 1 al leml 6 and 166 It) up;tt at m'ecraiw.a corine-Jil I o,! nt 2, 8) -Senf rgid irmc;nbreaks efth
lixeO m-fols"
MenlIbler or-d !iXlly in0del MIS L,e('d In the an'thysis Ill(t design of tit t!uos WARNING Vally, de.iqll paTal-t-s-d READ
NOTES ON THIS AND iNCLUDED ARTEK REFERANCE PAC' E MU-7473 mv, 10/03,2015 BEFORE USE. Iul ', Il, "," ,t mi Mi- f l, If ,, x,,
1, ll v 1, 1 1 It, I s , fli it, fl"iil yll, ! iq, notit i 't tutl 11, II( t I'lfi,011, pI ll f-I - MM1e
1kfo') -" i- FT"Ill'),",", I'm- I!,, "i, if V, ,it!, j,.-,-f'j
1 ;k, 0"'nti, I ,
ii, joti, l', 1, 1, '1, t !li" Q%,glItty Cfftena_
M6-99 and 8CS1 Building ComponeW 6904 Flwke E m)t Bii(! Safety Infol,matlon Al- a,z St, a ','A 14 lwnp, rl
n . s 0 WS Tive, Q,, Fly
Bs on Sp i 1
h 4-0 d 0
42,
4 0
LOADING SPACING- 2 (i 0 CSL
70: 2C 3 PWONYDa 12S TC CA
Tom wo L =Mw MX 14 PC c M1
BUL 00 Ray) Aims Ki YFS VV B 0
RMA To cwei RHO14"TW7 MMM M)
LUMBER
TOP 0ANK) Pxd Sri DO 2
ME RKAD PH TMo sl
WEBS 04 S" No 3
REM30M. MMM;
MM Hm 061 PC 9)
Max -17-1'— 1(), 6 121)(LU I Of
e ' A 3
DEFL. M 0.1 K&H !jd PLATES GRIP
vellin) 004 8"' 059 240 V-20 24519f)
WrOlA WK 8" "N9 180
00',-, 6 a a
Jiv 51 b FT zV,
BRACING-
Clic'RD SliFUCUircfl GQOd M001=9 1001 qOlRd M 5 60 CC NIM e-q`t
FORCES. (1b) - Max Conip,Max i en- All lorAm 2bO 0[,)) (h iOSS (o(Ge-N wliltn P-lilkmFl
212401302. IT13-1069,1307. 113—FWWV 3 A- TAM? ?M WW31•1 30"
CiriCRD 2-8---24hC6O8,;'-8 -370/8ClG, 6-7=--362i853 wl-
Bs 3 8- o Xsl8,4-8-- 28511274 (i- OIN402 NOTES - I
uA)`
aiameo WM we kialk nme own voymna 4: to nesq, 2 Wind,
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End, GCP-018, Mwi FiS EiaemeO Ansly 9
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RratrtW" and W" WKS ON MM MV WMUDEO WTEK REFERANCE PAGE Xffl-7473— 10103,2015 REFORE USE, kof A n 11.
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i F RS Ix-1 SP No.;. REACTIONS.
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Max len Ail forces Z50, IV: exl-'(4)Wnf,'r, NOTES- Unc>aianiteal roof
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8-0 zone: left at,,(! ngT1 exp,,sl C ) fol fne-bes and (wces 8, Myl "o, feacti,-)ns sh"NI W!"ber pl,t'u -lrp 1 f o
3) Tmss designed !Ifvand loads in the
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tor a, I've oad of2C, Cpsf on file :,cltorly "'Tioi,i if) eiii ifeas Ol a 6 0 1.ii1 by 2 0 wide w,,i Il WR tiottonn chordwtd--,T)v "Oter npennliers 9)
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Tpuss lo beawng, plate f.apaule 01 Wil'-Slaodi"'ll 1001 It' UiUlfll cit 10F`flc', 8, 1,i, 4, 10 semi ngd lr,fCbNeaKs WIM lixud heels, mofnt:Ie, ena
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ON
THIS
AND INCLUVEDIVITEK REFERANCE P AOE Affill-7473 f10IN-31205 BEFORE USE f4 I i", Tit,iv, 4 ",I t , I, "i, it, i,
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P- 156,',0 8 0,4=567/0-6-0 Max horz 2- -,
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xrp /Max I en - All t ces 250 011-)i ot ike-,s exkerlt "when snoWn T1-)P (KDRD ?
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SPAMN& 200 cc, REF[ . JK4 40h uu PLAHS GRIP M L
N 0 Rwe my Du 1 25 TG 008 veoo 1 1 000 8 Wr so moo 2aM ',O FUCL 100
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RW Amin Ma WS WB „C;' Ax"H) OGO 8 Wa n/a But 7
D We WWWWWO07 Mmax) WOON 55 1 "To LUMBER- BRACING-
i 0
R D ;?x4 S,',' N,,,,-'z ! 11, "1 11P 11" i ("I OTHERS 04
Of" NW3 REACTIONS, All
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Ali wN WO it N Wess M PNN Z V la K` I ',P Max Goo
AH Won= 2W b M am A "MW A A it W"? FORCES. P!
Max Cunp Nax Tev- N! ONW 250 OW N Ims exwPl WhOM wwwr' u'a;
wood dite. v apt"'i'eJ . ")" Higid why
damy amod M WON W b0mg NOTES- baiailceo
lo'!
Pve loads have beer monsicofnrj or this design, VMW AW
rYT YM-Mmo psimmd I= VasKIOWN WTO MASOW 0 OpQ M.W WOW L144 eavuQM W li, Exp C,
End, GCpi 0 !8, MNFF[IS cweclioraO and 0 G (>map) 1 TO W 2-0 1 EvvRya 2 0 0 W 3 40 Qrnwp) a4 0 to 6 4 Q WvW 440
to 128 to aow carumver 40 and nWI t2ql,red .0 C lo",en ben md hircm & MW RS Wr lsacTWS QWWY LW%ef POL 160',,
plaa,1 6, 3) HuSs
designe'd for Wild IWA M &"Am v we tress oW FN sw& aWond V, mina QwnnW to me facen bee Slandwd ncknikV GOR Ka
AWs as apocaW or coriso! quah!,eo mio,,jing as per AN,,7F'l 1. 4) N!
p,aes aiezx4 MT 20unless offwrvos_,. indi-tea' 54 GaLPko,
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8 1 - - - -------- - ----------
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LOADING; sf) SPACING- 2 C 0'
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FORCES. tk)-Max C'mirMax Teti_
004 AW
13
CS1, DEFL. a 00 V&D ! 0
4' Doi vww,n 001 4 8 N9 No
BC 051 10(n) 001 40 nN 180
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inm Tom dw,W*0 A- a hve tau A 2D YN on Ps VM= doM x a ams Wow a "Myle 3 6 VW P"T 0 li! beiSeen
fhe lbnlicin-i cliow ad any olne' mt,"n'beqs' M bummg
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him Twe plY
vp F Al
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vy t:, 6 V c,! c 576,10 , 4, 19 Zol 6 M I ei, rd,u,-, hv
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LOADING cp5tl SPACINQ 200 CsL DEFL. ;n oo) R&I L Q PLATES GRIP
FCC L 2v 1) Plate AV LWL 1 25 10 2 54 vy"; 1 1 0 U5 6 7 T'S, 240 MT20 ?45190
I (: 01 [ I (F 0 miko D(A 25 14C 063 OFOR) VA, 67 WM On
R(At 00, H" som Mu V) WB ON YN 1 ON s W
Wegj 41 0 20.
LUMBER- BRACING-
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ROT CHOM) 2A SP No 2 cehng oirmly aqlad of 1000 cc urmvitj
WEBS ?V SO No 33
REACTIONS, Alulsize, 4:--1114,'Meuh-,ar,it .i,2,'30/,.-,-',",
Max Horz2z-1,36(LG,8)
Ns""innamcma.
FORCES, yb) lks Clompklm Tw
TOPMDRD T11.89WIRRY 11-12-1330/1=302,825148
WY!, CHOIRE) 2-14-2,20/8e3,14 1022W82T7
WFBS 3 7-o28T 3 6, 879,235
NOTES-
Mnd,A,C,E7 10,Vu1!%N1ism sMd9W)Vmd--1QWPh 1OTUeam-440,11: Ms
Mas Has beer AsQwd kq a ,CT ps uAlk- cWidl inie vii!u an"y liv,-', ourds, MIn
Mw Am Nei dnTpea to a hve tau of 00 10 om To bod&m umd m 9 aws valme a taNyVe 3 6 0 At " 0 0 w 2 & Kiee f!
begat diect-otd ana anv oTAer rmanbe,s 4) Refer tit
giiden(s) for truss to 1rusi (.orireu`,,--ms 5",ovi3 s -
W=wQ mmmko MyMwy A Nw to bwmN pKis c"aNe A WHWwWag 100 M W W YNA(Y 1 5 Omeh'! Ktt) 2 m07 6rjekga pQ&
b,mkswill Axed r,ef ,r Men't"O! end toli, t-,dni wasuse(l in Aleana!yis aroldeg-, N ins tins,- HaNny) v O-tv cumntxhon AvcQ) QaH My
posvm stAhmaq to mypoo cyannivaled kadd) 64 b down and 14 1) up W 64 t awn aW 14 t up W
I A A W % amn ana 55 T up at upp R 8i b dom AN bypoW W A 2 1 wA 1 " lb &w"n"7 In up at FIT xy " 1 b Own is W,nW
W 7-07 m NM Mal and n 10 W-mn -0 9 1 up at 1 4 9 13 It,aow,, and 8 lb upal ! 4-9, 16 b down at 4 2 8, 16 In dmn
CA 4-2 B, md W I Own M 7 0 T mW n M drown M ?0 7 or NOW Omd Ti AspWK&W M SH-, G,o,nee fion OviGe() < tt=(., responsibility of
oflle;,s 81 It, the i.C)AF) ti ASL(
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Plale, Gfeast-1 A5 UMAM
O.Ch wll WA 14"0. by"it
mcwWapa L OWN (M)
Vert --43 B- A& 15 '
Co -5 B- n
1 V 63N -31 B 7) 4-K KIARNING - V-dy dtnig,, parw-t-s
and RFA0 NOTES ON M15 AND MMUDED MMK REFERANCE PAGE 4111-74,73,o, M034,015 BEFORE USE, it MTV " j- K- 1. 5"Wt x tK
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tar 0Kh=W 1 WN
K-y- 1 ,", IV X,Md" % ANN,', 3=0
Pum TW,, PIN
hook hATARp
oN.-io ,2AJ8Pb,QX)2- '0--Es'Ca,
1 0
74
b 00 12
LOAMNGWai SPACNQ 200 ISM. DEFL. n 0oc) Wed n PLATES GRIP
FUL 20 0) Plan AT DOI 1 25 1 c VOOO I i 000 1 909 2401 M120 ,l 4/1 IK'
TOM No LMMWNA 1 A E30 ON VOM K! 2 X 7 099 1801
BIAl 0 c ' y"50.00 us CUB c 0c 030 3 MAPS ria
BML Qu
LUMBER BRACING-
TOn C? TIV 04 SP Nu,,' aNKAYD 0"Mom ew"Ww"I dam. y qpwo 01 10 15 .w pwos
60', Cl i(.,RE, n,l $P Nr„ 2, Bt. T (ARAD Ryl CuNg coo awl wo M 0 0 W wau)g
REACTIONS. iln/size; 3-.OM echa,-,i,al. ;' 1 0, 4 4/Mecmair'ual
Wx Wo 030 C W
Max UjJ!M3 b(L," 7, 2--78(l C, 10), 4-4,'[ C 1
Max GtaM--9(LC 15), 1), 10,'
FORCES. No" Mw Sm, Max 1 No - All hmn 2K (bar is Pne;A Mmq Now)
NOTES -
Wind ASCE T la V,K 1 Wmp Oswwd WW V=& lMq& TVA .5 IVA BGDLi ctph r.1 Tt BATU, .20L eaw 44 (:at
Exp Q Ei, G(Twol 8, MWFRS G C Ememy) ouv, uarlHevei AM and nIju nmaud V C Q rn-Tas an,21 0=1,
MWFRS foi reactIons Kown, Lw%w DOLM TO oMe WW DO" 1 AO
2phs huss Hs bean dwyned hr a W 0 p& M,40m cmd YOM MY Mw WO AWS
I' No am hu bwn dwiped for a Ave Wan A 2QQW on Me Q%" cWt, w a awn wMew a mlangle 3 6-wo D" 00 Mae evil
A! tlehoecm" Im" l,''Mom choam"y:,thef 4)
R(4ei to pderO) fc)r ti isv o lruss conneClIOMS 5)
P'oaoe (ny oin) N Mum a, WOW PA"4AN A WMwaiAng Tor um" M PUQQ A 2.4 61 Ten,
rpd pqQbrwX5 wN AM heyN MMMY eA An MINWSS UWd M VW aWNSIS Ma &Sgl N ;IS AL VISMING "W"
d"ign p-lr-tols a0d REACT NOTES ON THIS AND x1CLUOED hf[TEK REFERANCE PAGE 017473 rev, 1,1E3120156FFORE UNE. IRoom$* qw- 0 a
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I ...... 11- kI i!0 41-"i'i VI I q" At RITIAKIn, I 9, f11 11, it I I lh tail 4 t'Ihly No A! W-
W '4g—up W k" 1,"t si k"') It", 0 1, W , 0, 1MA I : "
I ow, .I ",,-M m - AMOM QW, MOKOWN md BCSI Banding Component t' "M wd NoWnfol"lation )l It PI, 10" sd, "'
A la7G. T"Vo i L 330 u
Ims$ _Tt_,i, lyf:e "') ty Inj Y
I I I Si,,7iI2
6140 1 Ap ig '016 Wokit n sir lheo `q I I 017f 1
1 VoN v, q oz, a J 81 P K 7'UQ)2, [36 1-1 - E s -1- 31yrtoi q I i Nil? S N ,, eil P, t i,1HpF Od Nk i i iz6( )rik 3
4 LOADING (
psl) SPACING- Cst, DEFL. 0
Piaie Gul, L)OL 0 09 veild, 1 0 0 7 -999 4 0 G,
1) L io 0 DOL 1 5 1, 1) / Veil; J. 01 A-7 ,99 18, P-
tjp nc, YI-S W', e) v o Vn RC`
i 0 PIC,2014i 12OC M', LUMBER-
TC)
PCHC)Hi 2x4 H '
D 'I" "
I 2X4 tit' N', REACTIONS.
Mlslze) 2-18418 Ci, Max # 4or
z 2--- 71 (,[,t., I Q) Max u
1pfit(3- 38ti C 10), C 10, Max Giav3=
71 1i C, I i, -_ 184([1), 4x2(L(', 3) FORCES, (1r), Max.
Cijnip./MaX Ten, - All 1, ices ,50 :,F C,-S erxcc,rt W,jei-, Sh"IWrl I PLATES GRIP
m
1?0
244!tlO all, pat L
20 BRACING- Cf 11)
t-,
i) I'liu,"wal Wood shpa'h ocJ!v appheO ov e'-10) I f) (l., pliTWIS K T „HCRL'
Fluq;l! ce,;ing r, app,,e1 1`-10 oc 1)Tac.,,!g NOTES- 1) Wud AS(,,
E-
7 10, Valt---136mph (3-seGcnid ors) Vasd_ opst, Fr, CID, -=5 ow,,`, 'i B -2-1h eave ,Ift Gat ti, Exp I nd" Gcp1,
0 18, MWF RS ldl,ectlema) and C-C f-Ixamor(2) Zone, ',amtilover left and r,,, rof mem ht expose"(1,GandfcfcesMWIHS for reset
ns shown, p0te, gnp DC);---1,60 21 This hUSS ha', '-
aesoln't"d for to 10,0 pst t'trite live load with anvtielivr.s loads 7h;s stsshas as des,gned fur
a We cool of 20,0psf on V""11um cho'cl ln all afeals, wnele .k 'ectangi" 6 0 ,all Lo, 2 0 0 wide m'l f:1 t_lelva,,r"! I !le
4} Refei lo lWSS t('HUSS b) Provide
mecharical ihv olheis) of feu Ic"
bcar"'() vlaie, capj,,Ia _,t 100 11) u0h al jtmli(s' 3, g:d Nd,hteliks ,vlh lx,d hzxels` Mcrnb.
e c,-,d f xltv mode; Was 'Ise"d n 1he ina vs s a—d d""isclp of tills tulaL. 5) Sem, r 4 - WARNWO O,fitv d.v911palamatel. vnd READ NOTES
ON THIS AND INCLUDED MIT EK REFERANCE PANE M11-7473mv. 10103,,2,115 BEFORE USE, t -iIn o i 'f,ith M11-1 I'
A e"I i wid k IN { 111" f 'Ir flji,r I. t,.A!
ti, l 4,"it z— hl, itst,h lk
MI ,I r , i l WEk 1 04 POIKII I s, B I i l, lk, Tv t,
no,, !(,
l I,, l-, lfl: i in ANSI/
TPH Quality Criteria, DSB-89 and RCSJ suildmgcomponent Safety Iniormation rI a '! 11 =t- kl, >i--! '10" N", ire, In "
m,po F
Jclb 7 ru"s
34 7 '6
G 1psl SPACtNG-
20,0
nc
0, 0111 'Co
2 z26
S Al
10 VL 11-136 i-lpti 3-scic,,
Foci , GC0,018, MWFRS Wirec
FRS tor teactIons Sh0VvI',: WrIbe
toss has t,-,eet desig, - I , r,ed to, a 10 0
Iuss has been desigiwd for a rve
weenl '!,-,a bott irn chord ar-,d anv atn
Pl
Truss TyPE,
o'ck C"Per,
4,
BolBoP qHNf?SbN;i P7Xh(-,HpF0ciNUHz60pk
sc,ale - I If, 8
3,4
LOADfN 2 )-0 CSL DEFL. In dk-lc i'MeQ Dd PLATES GRIP
1 21-1 TC, 0 31 vell(uj 0,o, 4-1 Qo j 21 Al 0 M 1 '20 2,141" 90,
GD L 1 25 F,, : 0 26, V i0 L' 0,0l 41 - 7 >81F 180
B,C1,i L r YES Vj B 0,00
4 -P!2i)7 Ma!!X kt VilelahI, 17 b 1- 1 20- 11 y
1
do FR',--',`Ot
R-
ORD 2xl,' SP No,2
tORD 2x4 SP Nc,,2
IONS, (Irdsizi,') 3-128/MoctIal-call
May Hoiz2=103(tC', 1`10
Max UpIt',13-70(1-C 10). 2-
May Gral,,3=1 281,L-.,-, 1 1
Ib Max.Coinip/Max I&P.
it-
it
Jr
Aifl WA 0 NOTES ON THIS AND WCLUDEV MITEK REFERANCE PAGE M11,7473 — 10103,20154IFFOREUSE
irl i'ir A r v Ili, i ll i 11 iv!, r ... ,r A $, l, l, Mill" k
ANSUIPH Quafity Criteria, DSR-89 and Building Component 6M rin tce cast Bkd
Safety i,j ,ll 1,Jklil 14 T'Inpa FL 33,6,0
clirderis' tr r truss, to lluss conne
de mechamicai conneclion (by,, -)!her
i-iigid rlitc:Nmeaks vvilh f xed hire s"
RNINQ - Vefify design paramet— and REA
N, lil 4 !Ip w ik?!,"
r't- "'ll,
Intorrriation I," iil"H" li-m lmy,Hil.
SCSI
x hr, i,','A ??
joh Ti ms "s 7 ae Qty is
sos 17 .00 vw- L
job Pctkence(c tcia) TRIO:
I il 201 C Tee j-1, es ii ic wj j "'n l Voylvcrq
aNOPjPf QqXzUgMxQ-z60z,j at , 1
20 i; I naei-------
0
0
rCC LOADING
kpC4)
SPACING- 2 0 CSL DEFL, n (1,,') l"def! Of PLATES GMP 10 1
200 coke UP DU 125 iC, 'I'll 73 VeO i 1) 01 C 4 " '625 "40 M--20 2,4/190 RAM W
0 LmAn DU 1 ?5 PC 0% vemn 1 0 W 4 7 00 i ll' () HCAL 00
R. Nwn to us WR &Do onzl K) 000 2 no rya BCD, 100
CIAO P100147PPOO! spCom) Wawa 23 0 py, WMBER- i
10,
nlOik,., 2x4 SP N,,,,, 2 50 1
in KAD 04 SP W 2 REACTIONS, {lblsizo)
3-1,86/Moc,,,i3nica , 2'42/0 8 0, 4--87aCAec!-;anica) Max 147
013 0 C 101 Ma,x
1pJM3=- 10 1 (r C la), 2= 91(L{. 1 0) M,,jx,-'
oEtv3186iL(', ',), 2,--342(('C 130(C, 3) FORCES. do; Max
Cocnp' Alex Ten Alorce i t rib; ro' ex--'epT whf?' st)own BRAWNG- I () 1 " C'(
1C)
R D 15!111GAwawood Sneatning directly awla-,d o 6-0-0 0(, PWhr', i,!4ORD Rigwl cr,ilu-
q &my aWVCQA 0 0 0 cc' , ,,, ng NOTES- 111VVindiASGI,- 440M it; Exp
Q
EnA, PiGpK 'K
NAWFRS (MisonnaQ and CT EWnmo 'T 0 m PQ Dintwo4l) &TO W 2 80 Elwoq0 2 8 5 W U 1 irmy caMlem sH mid nght
exposed QG for members and fcqr es & mwr R's io, reaclcn' shown I-Lj[-'-ber D01--1 60 pyip,' grip, Dch6c 2 1 h!s lr
ise ha,
cl-esignij V a W 0 pal QMml dmd Kw k-nn;xx mwnlM mW wW Am Aw Ads his 4ms Nm been oulmd Mt a
He low A AUpt Nita NAm c"d m a ass Mrom a wMyh 3 6 NM " 20 0 vach wil! tit ro"Jween qle Lwaon-1 0-
ord Cinrlw)y olfler inky "'seas 4) Refer lo g,ders) tce (miss
lo!mss connecfions Polvide rn,&Oi,at icaGyyycym My ones)
W pws D"iy<q ON cmmn I wNymWig 00 1 uOT W rwy 2 en XlbC 3-101 N'Teminpd vadlirwks with t!xed
nets Monter
wd no modot exas used m P. ambpos wd ang, N Win pus AL WAMWG -VwQ dmy pmmW- sW READ WTK ON
MM AW WM UMD MMK REFERANCE PAGE M11,7473,-, 1010,312015 REFORE USE U- - t m? + , - - 5 - H 0 P N . S
4 - " -" q - W a "" n . - n - " 0 " n I" s " 144 vi 1 1 N"' 1 ' 1l "(, , ,,, 1! " KA A" n .
0" nmh "K H " q Ot A, I QKP P . aww" M : I .. .... Ka ku "ON N V- no A- K I I M
u t " Wn poop &-Am j - -A A. i0i, n,11 l-lq Ri, i ll'Ml'ii;-ill t'i I lil'i M iTe, k 0 9.r to " ".— i 0 A W" " 1 b I . -
H A — on" W 11 ,' i I I q, , 1, ! '; r , ' ' " - 14 11 1, " 1: 111 " I the A V 1"" 01 to "1 11 a" k" j t,, -,
AWPM QW" WWA MEN and KM QWn "M"MM CIM4 MW E.0 F96 S&Ny h5mlon ' at"„ ri 0" H lwm. FL 3W I)
hw' n,ss TWe cio Ply
I "'O¢ M" 100"Wah G-
7r4Cs Aj i 3Mt iTcki,d,C!,,&*, Ic ;h i Ih,r 4 5 a t, 7
O'.vosivcici >2A,18PPo70(.11'-j[
QAQ - 1 0 0
5 n
A
LDAWNGqMj SPACING- 2 - 0, CS1, DEFL, M
7 W)
ON! vKh Is! PLATES GRIP
TCLL 200 FWeiQ1nLQL 125 C 0 OR VoOd-L) 001 b %1 240 UT20 XWOXi
TGER 100 L"Mon ERA 1 25 Bc 0 10 VernTL -0 u2 4 t R9 180
BOL 00 HW Amn no NO WH OM 0 Ou 4 nQ na,
B,iv L I() C,'ide 1 RC,2014.-; P12CG7 Malnx M) M 1 P7,
LUMBER- BRACING-
C', P (, r! -0 RE) ',Ix,l SP olo, e"wpu0:ns, exept EROT
C'hCRD 2x6 S' M 26 wkwoms WEBS
25 SP No 3 E,,0T GliORED, R'gi'd (Omq MMN amun a Too cw REACTIONS.
dblsize) 1 -878,0 8 G, !1,8,M&c1-,,ar1i'o: Ksax
HNz 1 =t 1 1 JC 8) Max
UpOW - -201 ,-E, 8' l,,: 330(LC 8) FORCES. (
1b) Max Gwrp /(V x ten. M Qmw 25G 0b; 0 On mO fe-P MW TOFGhORD
1-2156/,334 BOTCHORID 1 %,
384132 F. h 9,68=30.5 M,0841321 10 1!, 310=32b, 011-3851 Me WEM XV
2WMI 2.""MV4 NOTES- 1)
2-
ly true 10 bet(Annulcted tt zt€.t .r MM Wd A QV41 =5 - OR= Topcnoros oonnectedas
foilows 2x4 - 1 mw at 0-9 0 oS Bottoni uhwds
w"wOod as OHM AV 2 MRS Myqmd M 0 9 0 W foilows 2X4 '
f(eval 000 M 2) An
bads we cors iWed equoy apoeuto A oak eneo 0 We'd '-,'a nont (I ) oi hack t'R) tace it-, t,r E(A,,) --,A'Sf iS) secli,,n PIy ,,) ,,:y c.oi-,neclions
hav,beer, p!uviaed 0) 011sinrotpenly .ad,, ioied a.a It ui (F),anless (T!ewisf,' Indicated I ANd AWE A
A WiOA 3MVi 0smot WZ SUN KTWK R&P 5 QW, HUAn OPA h_ QT QW1 , KOK O-OAT Exp Q Fnd. 00pn
camoem, or ami uWA eqNwea 1 w0v IDEA& 10 MR wip MX " 60 4) On Uen Ns
been QvWyd kq a M 0 up bWwm ovvd no &M,mvvnwWW wN my One He wads C'Ma uns nas
bay-i unpred 0, a hm Rod A Q MY ,_n Me vnMry skud r A m"s W"e mecon 0 16 015 A 2 00 M" W1 I fil a!wRap tt-
b, t,,i,)jjOm shot i aj,O iny,-tOw members P -#er to gwjeras)
o! buss tos co; sections. Pmde womny winteoWn 4a
Mhaq N "MS 0 ow"N pv"qmv & or"Amang 00 plm at jm§t anew YHN 1001' 4`330 BrSewpa p1mbteaks
wiTe DoM
M*VA9rnbx a- MR m0dul nm ww"O" -Nwhs WA ASP A Q6 9) Hange,,sr w oThui,,onrecti.
n Immy MWAre pwced onvent T %0"q wwwwwO mm& J92 t dwy wo W""w at TO Q"W 422 M Own
my MOO y W TOO A and =4 I dow"tul MW 1W M 1 6 0 Q wn be Mod 10 TMTKoke M a' own umnedun AVON) S JW %wonsovy
0 mnw" LOAD CASE(S) :gland' m i , Dead
t Rool Live (balanaedy Lmkv
Increase21 PAW nowaso- 1 25 MA" Leads 011 1(i1 3-GO 402G
cm.woum has
M; WARNWGeHfy Ass n p
v srneYer srW READ
NOMS ON MEMVWUUMDWUKREFERANCEFACT M11,7473— 1Cs)3,20158EF0RFU6E 4" " — "t MOV , "j— v 1, Am. "n ", h
A, 0 q:0-0. 3 , — w n he 1 1 " 'I 460—K"" p- N Y, AQN I Am. P, .—
Im Wt tk a 'Y "'t" PC imp VW 9— " v M i lb k fin.4 1, 4 qr
QP" " v "p 4
Wv-,a" IPM-011 —"NWWH QWPty WWW 00=md MT ki"nWmM"N Sotety Wormahon Id 114" p WX Am hlW N k—
x" "a %" &An VA 0 "4 TwmQW0
Symbols
PLATE LOCATION AND ORIENTATION
X, y
0-T11g,
Xitzex
Plate location details availatale in MiTek 20/20
software or upon request.
PLATE SIZE
try df,
4 rJ i".er ena
t-e jerg-
LATERAL BRACING LOCATION
BEARING
n' vclr0 y
g
fy.
Industry Standards:
c'e wr, ;S-
d e I o G a cc 0 o 0
metc-111
w)r;d 'rusc'/s
Numbering System
3
7 6 Ell
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT,
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
PRODUCT CODE APPROVALS
ec
Trusses are designed for wind loads fn the plane of the
truss unless otherwise shown.
LuMber design values are in accordance with ANSI/TPI 1
section 6,3 These truss designs rely on lUmber values
established by others,
20 2 Wevrr,) X! Ris Resei-v'd 11111111011111
MiTO
k V
f! 1 1-1a-,, c-, e h e e t V 7 4 7t L v 0 (,1 3 20 1 A General
Safety Notes Failure to
Follow Could Cause Property Damage or
Personal Injury IS g,
X 4 -
vj6
e, -_f Vr- j-,S ntll"f
O E Fr eer Lf/_-]'
Efd
trusses LC, 1
1, v orl ' -T,
i
38-00-00 Builders
FirstSource
in 1, Cbsol to revievi overall stracennom plan including dimensions roof and
ceiling co,dor-if top chord sore overhang ! cantilever rengths heel
heights. coonnig & non -Fearing sell locations and heights
2 Creviewn,rmr to -entry and / or other ocri that require com."'g
jjj toofoperao—ngs ., cantilevers ensure proper truss design.
3. Ciient to ne,,fr, AHU -cvd,as hu ' g bom. coding red.so.v;
lot, ceiling or anto mounted it is me clients responsibility to ndmm
ims' plant of locations sc,e are weights,
3 b7i Client to review special condihons smc` as boom loads onotorced soffit
3 loads and arrylite locations to ensure pro per itniss design Dacer-rent.
5, Ceiling drops .,no alle ys or shown a 'e To be Wd framed by client.
6. Hip and comer jacks co t cut are to be cut in the field by others,
7. Overhangs are 2x4 or 2x6, no blocking a alipfied.
J5 8, Overhangs are considered wild, cut to fit in field,
9. Temporary of permanent bracing is not included in truss package
I 0, Erect drosses per SCSI-81 Summary Sheet, truer to erecting trusses
id, refer to sealed trusts engifering sheets for additional important info,
ll 1 11 is the client's responsibility to coorichnate deliver/ dates with truss
2-00-00 2 pianticalse, Truss delivery will be on the agreed upon date-
W 112, Client to provide a marked location for delivery. Location must be
M accessible level and clear of materials and depus, In lien of this,
tor trusses will be delivered in the best available location a, our drivel's
2-00-00
discretion, No charges ill be accepted If ad<nf criteria is not met,
13, All truss oi most be oro-onaded wth itruss plant, Do Not Cut
Any Trusses befors, contacting tr rss plant .1h speedier, of problem,
14, No back charges or crane charges .1 any kind wil be accepted
unless specifically approved in writing by trucs plant manager,nt,
2-00-00 I'd's One approved layout niusu De- returned to truss plant beforellijfabricationshheduinq, Upon "
qn:ng you agree that you have rovinosm :his placement 3
Oran in its antnty 2-
00-00 Approved By 2
Approval
Date: 2-
00-00 Requested Delivery Date: R.
pf Loading 20D0 TCLL 7.0 TCDL 0,0 BCLL, 10.00 BCOL, SOL 1:25 F
FicarLoading 40,00 TCLL, 10.00 TCDL 0.0 KILL 5.0 B1,0L, DOL 1.00 Pincit
5/12 olond Code NICIFFIS n ASCE 7-10 B,
C Filch Flat Design Motored FBO-2014 TPi-2007 T.
C. Size Vanes otrud Speed 14Q Mohr H
Vanes Mean H9t 111-08 to
I eel Hot 15' NI", z
Fearing Van- Burning C.t. It Cantilever
N'A importance Fact., 1,00 18
Overhang Enclosure Partially Enclosed O.
H. Cut plump Enclosure Lanai Partially Enclosed 2-
00-00 Enclosure
Entry Partially EnclosedSpacing 24'0,C, HUS26 =
Typ. Single Ply Roof Truss HHUS46 Typ. Floor Truss A,
HTU26 11 LSU26 G' THA422 SUL46 3
HGUS26-2 HHUS41 MTH M SUR46 HGUS28-
3 HH US48 7HAC4 22 2-
00-00 Hangers are Manuf,indwed by Simpson Strong Tie unless noted otherness 4
a
2-
00-00 ids soSee
Legend in Layout 2-
00-00 1-
00-00 4-
61
z
2-
00-00 B
A
B
2 Truss Layout did3 '
Z' 2-00-00 o
83
ca 2-
00-00 a, B4
Client 2-
00-00 Starlight Project
65
10 Wyndham Preserve 2-
00-00 i-
Mod.]
2406
Solstice U 661
Z
Lot / Subdivision 11 Street Address z
Lot 44/ Wyndham Preserve ku
Sanford,
Fl, 19-
07-15 12-08-00 Date
0611412017 So.]. PITS Plan
Date: 12J0712016 Drawn By Patrick Church Sheet#
1 of 1 Job # 11111509 38-
00-00
4 . . .
HJ2 2 16' BCIT,6000,1.8 34'0" 1
HJ3 1 16' BCM 6000,,-1.8 27 0' 1
HJ4 is if, 17 0' 1
HJ5 2 16' SCIID 6000,1.8 13,01, 1
HJ6 i 16' SCIO s000s-1 a 4'0 1
Bmi 2 1-34'x 16'VERSA-LA?M2.03100 SP 19 0 2
Cal 13 I-Ie3"x 16" BC RMA BOARDOS6 12'0" 1
HBkl 1 33' 0' 1
IUS 2,37t16 N.- 2-1 Qdx 1,5 14- 10- N. Yes SCL 16" SCIS 6000,1 8
Simpson NIfU 2,37118 N— 6- 1 Odx 1.5 24- 1 Od N. Y- SCL 16'8CM6000,12
AA VE
t'8UlO|PLEFRA|N(
8Y T K4 featuring beams, joists and
rim boards that work together msasystem,
so you spend less time cutting and fitting.
nfact, the SIMPLE FRAMING SYSTEM' uses
fewer pieces and longer lengths than conventional
framing, aoyou'll complete jobs in
less time. YOU'U
Build Bette[ riDF,,,,-S with tl-
le S L
I,— FRAMING SYS FEM Now it'
s easier than ever iodesign and build better floor
systems. When you specify the SIMPLE
FRAMING SYSTEMw. Your clients will
have fewer problems with squeaky floors and
ceiling gypsum board cracks. The SIMPLE
FRAMING SYSTEM" also means overall
better floor and roof framing than dimension
lumber allows. Boise Cascade Engineered
Wood Pmducts'0MPLEFRAMING SYSTEM'
often costs less than
conventional framing methods when the resulting
reduced labor and materials waste
are considered, There's less sorting
and cost associated with disposing ofwaste because
you order only what you need, Although
our longer lengths help your clients get
the job done faster, they cost nomore. Aaanadded
bonus, floor and roof
systems built with BC|OJoists require about
half the number oftrees mnthose built with dimension
lumber. This helps you design a home both
you and future generations will beproud boown,
W,atMakei,;thie SIMP E' Y T[
O |0? G]
F|oorand RoofFrarno)gw/h
Light inweight, but heavy-
duty,8C10 Joists have ebetter strength /
weight ratio than dimension lumber. Knockouts can
be removed for cross -venU|ation
and wiring. Product Profiles, BC11
Architectural 3paoifixahmna 3 About Floor Span Tables,
One Hour
FloonlCeifingAssembly 4 8&1Floor Framing Details
5 5 BCP1,'Jois/
Hole Location & Sizing, Largo
Rectangular Holes 7 8Q1Cantilever Details, Web Stiffener
Requirements 8'9 BC111Floor Load Tables ..... 10 12 BCI`',
Roof Framing Details 13 t4 BC111' Roof Span
Tables 15 18 BCI-' Roof Load
Tables ./8 23 8C/1 Design
Properties, BCIeAVnwmhle Nail Spacing 24 Fimm,
d The consistent size ofBCI6Joists helps
keep gypsum board flat and free ofunsightly nail
pops and
ugly shadows, while keeping
finish work to aminimum. ivVERSA LA&
1 Be ms for F{oor nd
RoofFram/ng These highly -stable beams
are
free ofthe large-scale defects that plague dimension
beams. The result
iequieter, flatter floors (no camber) and
nn shrinkage -related call-backs. 6 Bome {
asoad R/mboord Boise Cascade
Engineered Wood Products offer several engineered
rimboord products regionally, including
BC RIM BQ4RDmOSB. 8C RIM
8OARDoand VER3A,R|MO(
check supplier orBoise Cascade
EVVP representative for evmi|
abi|ity). These products work
with BC|6Joists to provide msolid
connection atthe critical floor/wall
intersection. VERSA -LAM" Products, Specifications, Allowable
Holes. . 26 K£R8A'LAM'tDatails. Multiple
Member Connectors 27 VERSA'LAM-'
Floor Load Tables (1V0%
Load Duration) . 28 VER3A-L4M',"Snow Roof
Load Tables (10%Load Duration) 29 VER3A'L4M"
Non-Snow Roo Load Tables (125%Load Duration) . 30
VERSA -LA W"Closest Allowable Nail Spacing 31 VERSA'L4W"
Design Ymluex. 3/ KERSA'LAM"L02750Columns, KERSA-S7DDmt7205O 32 Computer Software:
BCFRAMERw8CCALCm 33 Framing Connectors: Gvnynuo' USP 34'35
Eastern Product Profiles
8crJobsts_ __ _ _ _ _ - VERSA -LAM" VERSA -LAW' V[R8ALAM°
BCIO45O0 1313105000n8CI'6000s BCI'6500s BcI' 60s, DCI190buo 1 71.8 2.0%^8 1BrZ 1y
Z | XrE 0""
T 9"w, T 9'/2" 111/81, I if—
11 3^ to
z
25w'
21/w' 2'/,,"3m 11/2. 13/4 ".31/2 " 38^to5W 11/r. 1%". Some be
available inall markets. Contact your Boise Cascade EWP representative for availability. 31/z",51/W' BC11 ar-rd
V"RSA-LAMI products shall be u1stalled in dry -use applications only, pei 'heir respecNe ICC, ESR evaluafion reports BCI Joist Architectural
Specifications cope This work
includes the complete furnishing and installation
ofall BCII Joists as shown onthe drawings,
herein specified and necessary tocomplete the work.
aomr`e| BCleJoimts shall bemanu-
factured tyBoise Cascade Engineered Wood Products
with oriented strand board webs,
YEROA-LAM'laminated veneer lumber flanges
and waterproof, structural adhesives. Joist
webs shall begraded Structural | Exposure
1
byanagency listed bymmodel code evaluation service.
Strands unthe face layers u|the
web panels shall be oriented
vertically inthe joist. The web panels shall boglued
together toform a continuous web member. The
web panels shall bemachined hafit into egroove in
the center ofthe wide face ofthe
flange members noasVuform apressed glue joint at that junction.
Dos/gnThe BCIOJoists shall b*sized and detailed tofit
the dimensions and loads indicated unthe
plans. All designs shall
heinaccordance with allowable values and section properties developed
in accordance with ASTM D5055 and listed
inthe governing code evaluation service's report,
Dra|n Additional drawings showing
layout and detail necessary for determining
fit and placement inthe building are (
are not) to be provided by the
supplier.
ncauon The BCIOJoists and section
properties shall bemanufactured inoplant evaluated for
fabrication bythe governing code evaluation service and
under the supervision ofathird-party inspection agency
listed bythe corresponding evaluation service. or
gean|nmtmUmuon ThoBCIO Joists, if
stored prior toerection, shall be stored
inavertical and level position and protected
from the weather. They shall
be handled with care nothey
are not
damaged. The BWJoists are
8abeinstalled in accordance with the plans and the
Boise Cascade Engineered Wood Products Installation Guide.
Temporary construction loads which cause stresses
beyond design limits are not permitted. Erection bracing
shall
boprovided tokeep the BC|m Joists
straight and plumb emrequired and toassure adequate
lateral support for the
individual 8C|OJniata and
the entire system until the
sheathing material has been applied. odeo
The GCPJoists shall beevalu- ated
Residential Floor Span Tables
About Floor Performance
Homeowner's expectations and opinions vary greatly due to the incierases the joist depth, lunitjwst deflections, glue and sclew a
subjective nature of rating a new floor. Communication with the thicker, tongue -and- groove subfloor, install thejoists vet tically
ultimate end user to determine their expectation is critical. Vibration pluin7b with level -bearing supports, and install a dirs. ct-attached
is usually the Cause of most complaints. Installing lateral bridging may ceihng to they bottam, flanges of fhejoists
help; however, squeaks may occur if not installed properly. Spacing
the joists closer together does little to affect the perception of the The floor span tables listed below offer three very different
floor's performance. The most common methods used to increase performance options, based on performance requirements of the
the performance and reduce vibration of wood floor systems is to homeowner,
THREE STAR FOUR STAR tAU11ON * MINIMUM STIFFNESS
ALLOWED BY CODE * CAOTION
Live Load defiection limited to L1480; The Live Load deffectiot, finifted to Lif,60+. Live Load deflection Ihnited to L/360:
common industry and design community In addition to providing a floor that is 1001"A4 I Floors that meet the uliciFourn building
standard for residential floor joists, 33",',;, stiffor stiffer than the throe star floor field code L/360 criteria are structurally sound to
than L1360 code rnininitim. However, floor experience has been incorporated into the carry the specified loads; however, there is a
performance may still be an issue in certain values to provide a floor with a premium i much higher risk of floor performance issues.
applications, especially with 91/Vand ill/." performance level for the more discriminating This table should only be used for applications
deep joists without a direct attached ceilinghomeownerwhere floor performance is not a concern, 0C19...... .... ...... .... .d .. ...... ..
Joist Joist
12 16 19 2" 2, 4 : ' "? " j i- -6--- I i 197, 24 2' 1 19.2" 1 24" 32" Pop 0
C 101 C 0 C 0.co.c . c 0c, , Series 0 c 0CQCQc0c14500s1.81
16'-11" 15'-6" 14'-8" 13-7'1 11 -9" 11 -6` 11 -6` 10,4, lor-0- 9'T` 181-91, 16'-8" 15-3" 13'-7 19-9" I 5000s 1,81
17'-6" 161_01i 15-2" 14'-1 12'-5" 1 V-6i 1 V-6" 101--011 10' -Ul 9'-1 1 19'-4" 17'-9" 16'-A" 14-7 12'-5" go, I 6000s 1,
81
18'-2" 16-81, 151-81, 14'--8" 13'-4" 11.4' 11l--611 1 0`__c1 101-011 101-0" 20'-2" 18'-5" 17-5" 151_9 13__8" i 6500s 1,81
1 it'-frl 17'-1 161"151-01, 13'-8" 11 -6. 1 V-6" 101-0" 1 01_011 101-01, 20'--8" Itt-11" 17'-10" 16-7 14'-3" 4500s 1.8 20'-0"
lfr-4" I7-3" 15,5 13'-4" -611 14-413-.5- -7,6" 1-1-4" 21-10" 18'-11" 17-3" 15-5" 13'-4" 5000s 1,8 20'-9" 191-
01, 17-11" 16'-7" 13'41-' 161--611 14'-9" 13'-11" 17-11 11'-9" 2T-0" 20'-4" 16-6" 16-7" 13'-A" 111--l-111111 ............. 6000s 1.8(
21'-7" 19'-
8" 1 V-7" 17'-4" 14'-10" 164" 15-A" 14'-5" 13'-5' 17-1 q 23'-10" 21'-10" 20'-0" 17'-11" 14-10" 6500s 1,8 22'-2" 20 -
X 19'-2" 1T-10" 14'-10" 16-0" 16-10" 14'-11 13'-10" 12'-7" 24'-6" 22'-5" 21'-1" 16-10" 14'-10" 60s2,0 23'-7" 214" 20'-4" 18'-11"
16'-4" 18'-0" 16-9" 151-91, 14'--8" 13'-'-Vs" 2623'-10" 22'-6" 21'-0" le -A" 90s2,0 t 26'-7" 24'-3" 22'-10"
21'-3" 19'-4" 1 tr-O" 16-10" I7-8" 161-51, 14'-10" 29'-5" 26 10' i 25-3" 23-6 j 19-4" 4500s 1,81 22'-9" 20T' 18'-9" 16-9" 13'-
11" 1710" 16'-31' 15'-4" 14'-3" 13'-0" 23'-10" 20'-7*' 18'-9" 16'-9" 13-11" 5000s 1,81, 23'-7" 2 '-7" 20'-2" 181-01, 131-111,
181-611 16-10" 1 V-1 1 14'-9" 1T-5i' 25 -7 22'-V 20'-2" 1 it-0- 13'-11" 6000s 1 81 24'-6" 22 -5l 21 '21,91-611 15, 5*
1 -21 -6 19'" 7' 16-6" 15-4 13'-11" 27'-l" 23'-11 21-10" 191-61, 15-5" 14" ........... ------------ ......... ....... -------- --- .. .. ... ... . . ................... .. ..... 4 i 6500s 1,81 25Z' 23-0'1 21 20'-2" 151-61
191-81,
IT-11" 16-11 " 16-8' 14'-3" 27'-9" 26-2" 22-11" 20'-6" 16-5" 1 60s2,0 1 26'-9" 24'-5" 23'-0" 21'-5" 161-41, 1 20'-
11 19'-0" 17-11" 164" is, -11, 29'-7" 27'-0" I 25'--6" 21'-10" 16-4" 90s 2,0 1 30'-1 27'-5" 25-10" 24'_011 19'-6" 23'-6"
21'-4" 20'-0" 18-,6" 16-9" 33'-3" 30'-4- 1_26-7` 26'-0" 19'--6" 4---------------- ---------__`"_` 18, 17'-0" 15'-10" 14'- 1 26-5" 22-0 1 20-1" 1
17'-
11" 14'- 1 4500s 1 8 25'-21' 22'-0" 20'-l" 'IT-11" 14'-l' 19'4' _0116000s1.81 27'-0" 24'-9" 23'-4" 20-10" 16-9" 21'-2" 19'-
4" 18'-2" 161-111, 15,.4" 29'--6" 26--At' 23'-4" 20-10" 16-9" 16" 6500s 1,81 27'-9" 26-4" 23-11" 2V-111 15'-9" 21'-9"
19'-9" 181-81, IT-4" 15'-tr' 3U-8" 26-11" 24'-6" 21 -1 16-9" 60s 2 O 29'-7" 27'-0" 25,4' 1 1 - 21*-10" 16'-A" 23'-
2" 21 V-V* 191'-101181-5" 161'-4132'--
829''-
1
027'421-10"16-4" I 90s 2O 33'-4" 30'-4" 26-726-219-7I 26-0" 23-7 22-2" 20-618-7" 36-1033-7" 31'4" 26'-
2"
19'-7 Span table is based on a residential floor load of 40
par
live load and 10 psf dead load (l 2 psf dead load for 90s 2.0 joists). Span values assume
minimum plywood/OSB rated sheathing is glued and nailed to joists for composite action (joists spaced at
32" o.c. require sheathing rated for such spacing - '/a" plywood/OSB),
Span values represent the most restrictive of simple or multiple span
appli- cations. Analyze multiple span joists with BC CALCI sizing software if the length
of any span is less than half
the length of an adjacent span. Span values are the maximum allowable
clear distance between supports. Table values assume minimum bearing lengths without web
stiffeners for joist depths of 16" inches and less. Floor the will increase dead
load and may require specific deflection limits, contact Boise Cascade
EWP Engineering for further information. This table was designed to apply
to a broad range of applications.
It may be possible to exceed the limitations of this table by
analyzing a specific application with the BC CALCI
sizing software, Shaded values do not satis the requirements of the North Carolina State
Building Code. Refer , - the VREE STAR table when spans exceed 20 toot) One-
HSul" Fib e Resistive As.(;embly vd
See the US version of the Boise Cascade Fire DesigIn & Installation Guide
for specific specific assembly information and other fire resistive options or contact
your local Boise Cascade representative. FIRE ASSEMBLYCOMPONENTS
1. Min. "132" thick tongue and groove sheathing (exterior
glue), installed with long edge perpendicular
to joist length, staggered one joist spacing
with adjacent sheets, and glued to joists
with construction adhesive.
2. BC10 Joists at 24" o.c, or less. 1 Two layers %` Type
X or two layers MY' Type C gypsum board, installed per
Figures 2 or 3 of ICC ESR 1336,
SOUND ASSEMBLY COMPONENTS When constructed with resilient channels 6JA
carpet & pad to fire assembly: M[nor 60 31/2" glass fiber insulation to fire
assembly: or dq an additional layer of minimum %`
sheathing and 9%"
glass fiber insulation to fire
assembly:
F-loor Framing
NOTE
The illustration below is showing several suggested
applications for the Boise Cascade EWP products.
It is not intended to show an actual house under
construction,
NO MIDSPAN BRIDGING 15 REQUIRED
FOR BCI' JOISTS
FOR INSTALLATION STABILITY,
Temporary strut lines (1x4 min.) 8'on
center max, Fasten at each joist with
2-8d nails minimum.
Dimension kffncer is
no,t suilabk,, for use
as a rim board ;n
BUfloor systems, TBCI-
rin, ljois Seepage6BOISE
CASCADES Rimboard. See
pages 6 and 25. For
load bearing cantilever details, see page 9. BCI1
blocking or 2x4 'squash" block on each side
required when supporting a load -bearing wall
above. fl A A 13111ce :,
ose P AT, n ane
Bcise f a,aae .1!a!ior,,--ae owu
p" a-.t ces an_'l sza Gs fo,
VERSA -
LAMS" header or
an BC111 header, 11/
2" knockout holes at approximately
12" o.c. are
pre -punched, be
See
page 7 for allowable
hole sizes and
location. VERSA -
LAM' LVL beam. Endwall
blocking as required per governing
building code, BCII
Blocking is required when joists are
cantilevered. M
y SAFETY
114AIiRNING PRODUC T HA ND IN TO AND A T JOB S1 TFE S DO
NOT ALLOW WORKERS ON BCV JOISTS UNTIL ALL HANGERS,
SCI' RIM JOISTS, RIM BOARDS, BC1` BLOCKING PANELS,
X-BRACING AND TEMPORARY 1x4 STRUT LINES
PIPE INSTALLED AS SPECIFIED BELOW, SERIOUS ACCIDENTS
CAN RESULT FROM INSUFFICIENT ATTENTION TO
PROPER BRACING DURING CONSTRUCTION, ACCIDENTS
CAN BE AVOIDED UNDER NORMAL CONDITIONS
BY FOLLOWING THESE GUIDELINES: Build
a braced end wall at the end of the bay, or permanently install the
first eight feet of BCIO Joists and the first course of sheathing. As an
alternate, temporary sheathing may be nailed to the first four feet of
BC16 Joists at the end of the bay. All
hangers, BCIO rim joists, rim boards, BCIO blocking panels, and x-
bracing must be completely installed and properly nailed as each BC10
Joist is set, Install
temporary lx4 strut lines at no more than eight feet on center as
additional BCIO Joists are set. Nail the strut lines to the sheathed area,
or braced end wall, and to each BCI6 Joist with two 8d nails, The
ends of cantilevers must be temporarily secured by strut lines on both
the top and bottom flanges. Straighten
the BCIO Joists to within % inch of true alignment before attaching
strut lines and sheathing. Remove
the temporary strut lines only as required to install the permanent
sheathing. Failure
to install temporary bracing may result in sideways buckling or roll-
over under light construction loads. Do
not stack construction materials (sheathing. drywall, etc) in the middle
of BCI11 Joist spans, contact Boise Cascade EWP Engineering for
proper storage and shoring information. There
are some differences between engineered wood products
and traditional lumber products in tennis of product handling:
Avoid handling and storing BCIjoists in the flat direction, VERSA -
LAM,' is denser and due to 'no coating applied to
the surface, can be more apt to sUding. Please consider these
differences whorl transporting and handling engineered wood
products,
Floor Framing Details
Additional floor framing details available with BC FRAMER0 software
a
BCF`
Bel* Joist
rim joist. blocking.
jflf Dimension lumber
Nail Boise 000ACAS is not suitable for
use is rimboard
Cascade with BCh` Joists.
Rmiliblard to
Blocking may be requiredBellJoistswithDimensionlumberisnot
Sri nail into suitable for use as rim
perpendicular to wall,
each flange. board with BCI I Joists.
consult design professional Use of Bell donned: requires 2x6
of record and/or local building official. wall for minimum joist bearing,
BOISE CASCADE* StI
Top Flange or Face One 8d hall
G Rimboard
Mount Joist Hanger I each side at
hearing
Solid block Note: BCI' floor
all posts joist must be
from Shave designed to carry
to bearing wall above whenIY2" minimum bearing
below. not stacked overlength (13/4" required for ot Ag18" and deeper joists) wall below.
To limit splitting flange, start nails at least 11/2" Blocking required underneath braced wall
VERSA -LAM*
from end. Nails may need to be driven at an panels and shear walls, consult design
angle to thrift splitting of bearing plate, professional of record,
Pe
Em! law: IN I 113CP` Joist Slope Cut Reinforcement
Detail below restores original allowable
For load bearing wall above Blocking may be required at intermediate bearingsfor i
Double Squashl, !Tkvi i!iijc0d, shear/reaction value to Cut end of f3ii BCI*
stacked over wall below), floor diaphragm per IRC in high seismic areas, consult . . . ..... ... . toast shall not be used as a collar or rafter tension tie,
local building official
sill
Joist spacing (in)
16 19.2 24
20 4463 3347 2789 2231
2x6 7013 5259 4383 3506Loadbearing
wall above
stacked over I , Squash blocks are to be in full contact
wall below) with upperfloor and lowerwall plate.
Bell Joist"' C
blocking. sqapaasch belos csksowatn eaarceh jooriastdoSuPF
o,-,2x block. better.
2x blocking caused
at hearing (not shown for ciarby). Backer block Double
BC116 Joist 2ii min. phovocai rated sheithungas reinforcement. G Sheathing orInstallIn' face grain horizontal. Install on minimum 12" Connectionrimboardcar "'ou"
s"o"
won wide). Nallwith b
d bell, sides of the joist, tight to bottom flange. Leave Joist 10-10d
nails, Filler Block closure minimum i,4" gap between reinforcement and bottom of Connection In fa
Fuld, Black Hanger
is c
see chart below) BCI* Joist top
flange. Apply
construction adhesive to contact vool surfaces and
fasten with 3 rows of nsin. 10d box nails at blocking 6'o.
c. ARemare nailing from each side and clinch. required for .. . .. .............. i
cantilever, 4*
Q or Meet kel i -iffrof _T--__1- --pI m,--
Rat lib--- ------ _11-1.1 Filler blo k,
Nail Web -Filler 4"1 Roof Pitch I with 10 - 10dnails, Nailing 12 wall ........... . . . I '112/12 6eanng1 6112 7/12 1 8/12 1 9/12 10112, on -center L .......... .
B4/ 999 acker
block requiredwheretopflangeConnectionvalidforallForloadbearingcantilever, see pages 8 2 x joist hanger load
exceeds 250 lbs, applications. Contact Boise Cascade and 9. Uplift on backs an shall be __ - " I "1 11,
111-11,11- 1 I I _' 't, _ 4N"__ 2 x 6
3x/s" 13111 2/1," 1 21/4" 21/i" 2114 Install tight to
top flange EWP Engineering for specific conditions. considered in all cantilever designs. .. . ..... ..... .. LATERAL. SUPPORT BCI"
Joists shall
be laterally supported at the ends with ban ers, rimboard,
BC16 rim joist or blocking panels. BCI9 blocking panelsorrimboardarerequiredcantileversuports.
Blocking may pe
required at intermediate hearings for floordia hragm per
IRC in high seismic areas, consult local b2din oficial.
MINM IUM WARINGLENGTHFORBCI" JOISIS Minimum end bearing:
11/2' for all BCI'Joists. 31b" is required at cantilever
and intermediate supports. Longer hearing lengths
allow higher reaction values. Refer to the
building code evaluation report orthe Be CALC" software. NAILING
REQUIREMENTs BCI11
rim joist,
fire board or closure panel to BC` joist: Rims or closure
panel IY4 inches thick and less. 2-8d nails,
one each in the top and bottom flange. BCI® 4500s/5000s
rim joist: 2-10d box nails, one each inthe to
and bottom flange. li 6000s/M rimjoist: 2-16d box nails, one each in the to and
bottom flan BCl® 6580s/90s rim
joist: toy flange to rim Bdgist with 2-10d
box nails, one each side of flange. rim joist, rim board
or BCr blocking panel to support: Min, 8d nails@
6"
B.C. per IRC. Connection per design professional
of record's sp ecification for shear
transfer. Be[ toislitosupport: 2- dnails, oneoneachsideoftheweb, Vaced 1Y2 inches minimum from theendoftheBCIJoisttolimitsplitting. Sheathingto BC11
joist: Prescriptive
residential floor sheathing
nailing re ires 8d common
nails @ 6" B.C. on edges and @ 12a7c. In the field (
IRC Table R602.3(t)). See closest allowable nail
spacing limits a page lcloser 24 for floordiaphragmnailingspecifiedatgaxc,Jngthan IRC. Maximum
bracing spacingfor fall
lateral stabilit 18" for BCIs 4500s &
501, 24" for larger BW joist series. 14 gauge
staples may
be substituted for Bid nails if the staples penetrate at
least I inch into the joist. Wood screws may be
acceptable, contact local building official and/or
Boise Cascade EWP Engineering for further information.
BACKER AND FILLER BLOCK
DIMENSIONS VV tz B `5
11 o x- 1=, N tJ K 1K tQ U I Fx t Iso, t N R s See Web Stiffener Requirements
on page 9. BC, JQ1ST3 FROM 111,
11-HE WEATI-it"R BC1` RIM JOISTS AND
BLOCKING 1) No web stiffeners
required. 2) Web stiffeners required
at each end of blocking, Cut backer and filler
blocks to a maximum depth equal values not applicable for run Joists. I to the web
depthminus1/4" to avoid a forced it. Ii Not applicable
SbUr"JOist Hole Location & Sizing
BCI'r" Joists are manufactured with 11/2" round perforated knockouts in the web at approximately 12" on center
Minimum spacing - 2x greatest dimension
of largestrgest hole (knockouts exempt) D
I cut or notch
see table below) race teals below)
L L I flange A
Round Hole Diameter [in] i 2 3 4 5 6 61/2 7 8 8% 9 10 11 12 13 rounded up to the nearest table
Rectangular Hole Side 3 5 6
1
7
span. Scan across the row
in) to the column headed by the
8 1'-0" 1'- 1 1"-5" 2'-1"' 2' 9" 3'-1" 3'-5"
appropriate round hole diameter
Any or rectangular hole side. Use
91/1" 'Pan 12 V-0" V-2" 2' 2"" T-2" 4' 2" 4' 8" 5' 2" the longest side of a rectangular
Joist (
h] hole, The table value is the
16 1'-0" 1"-7 T-11" 4*-3" 5-7" 6'-3'" 6'-11 closest that the centerline of the
hole may be to the centerline of
Round Hole Diameter tin] 2 3 4 5 6 61/2 7 8 8% 9 10 11 12 13 the nearest support.
Rectangular Hole Side 2 3 4 5 7 8 The entire web may be cutin] out. DO NOT cut the flanges
8 1'-0" V-11 1'-5" V-10" 2'-4" 2'-7" 2'-10" T-4" T-9" Holes apply to either single
or multiple joists in repetitive
Any 12Span 1'-0" 1'-4" 2'-1" 2'-10" T-7" T-11" 4'-3" 5-0" 5'-8" member conditions.
fill
Joist 16 V-0" V-10" 2'-10" T-9" 4'-9" 5'-Y 5' 9" 6' 9" T-71' For multiple holes, the amount
of uncut web between holes
20 1'-1" 2'-3" T-6" 4'-9" 5'-11" 6'-7" 7'-2 8'-5" 9'-6" must equal at least twice the
Round Hole Diameter [in] 2 3 4 5 6 6'/27 8 8% 9 10 11 12 13
diameter (or longest side) ofthelargesthole.
Rectangular Hole Side
in]
2 3 3 5 6 6 8 9 1'/," round knockouts in the web
may be removed by using a short
8 1'-0" V- 1 " 1'-2 " V-Y 1'-8" 1'-10" 2'- 1 2'-6" 2'-10" 2'-11" 3'- 41, 31-81, piece of metal pipe and hammer.
12 1'-0" 1'-11" 1'-3" 1'-10" 2'-6" 2'-10" 3'- 1 3'-9" 4'-3" 4'-4" 5'- 0 " 5'-71, i Holes may be positioned verti-
Any
SP"
cally anywhere in the web. The
14" (
it]
16 V-0" V-1" V-8" 2'-6" T-4" T-9" 4'-2 5'- 0 6-8" 5-10" 6'-8- 7'-5" joist may be set with the VW'
Joist knockout holes turned either up
20 V-0" V-1" 2'- 1 " T-2" 4'-2" 4--8" 5-2" 6'-3" T-2" T-3' 8, -4' 9 -4" or down.
24 1'-0" 1'-4" 2'- 6'" T-9" 5'- 0 " F-8" 6' 3'" 7' 6" 8' 7" 8'-9" 10'-0" 11'-2" This table was designed to
apply to the design conditions
Round Hole Diameter [in] 2 3 4 5 6 61/2 7 8 8% 9 10 11 12 13 covered by tables elsewhere
Rectangular Hole Side 2 3 5 5 6 8 9 10 in this publication (maximum
in) uniform PLF load). Use the BC
8 1'-0" V- 1 " 1'-2" 1'-2" 1'-3" V-Y 1'-3" 1'-7" 1'-1 1 " 2'- 0 " 2'-5" 2' 9" Y- 2 T-T' CALL" software to check other
hole sizes or holes under other
12 1'-0" V- 1 " 1'-2" 1'-2" V-Y 1"-13" 1'-10" 2'-5" 2'-11" T-0" T-7 " 4'-2" 4'-9" 5'-4" I design conditions, It may be
Any
Spain
possible to exceed the limita-
16" [it]
16 V-0" V-11" V-2" V-2" V- 8 2'- 1 2'- 6 T-Y T-1 1 4'-0" 4'-10" 5-7" 6'-4" T-2" tions of this table by analyzing
Joist a specific application with the
20 1'-0" 1'-1 " 1"-2" 1'-2" 2'- 1 " 2'-7" T-1 " 4'-1 " 4'-11" 5'- 1 " 6'- 0 " T- 0 " 8'-0" 8'-11" BC CALCI software
24 1'-0" V- 1 " 1'-2" 1'-4" 2'-6" 3'- 1 " T-9" 4'-11" 6-11 " 6'-11" 7'-3" 8'-5" 9'-7" 10'-9"
Large Rectangular Holes in BiCV& Joists
Hole size table based on maximum uniform load of 40 psf live load and 10 psf dead load, at maximum spacing of 24" on -center.
See Max Hole Size on
hole Chart for Joist Depth
16 Joist Span Minimum 2x diameter/
width of largest hole
Simple Span Joni (yV Mtn
7
Additional holes may be cut in the web provided they meet the
specifications as shown in the hole distance chart shown above
11--ri -- or. (.At e -n- roh,-
hole See Max Hole Size on hole
11, Joist
Chart for Joist Depth
tn, Joist
Span Span
L
Multiple Span J star 12 V Min
t r Multiple Span Joist 12'o' Min
Larger holes may be possible for either Single or Multiple
span joists, use BC CALCII sizing software for specific
analysis.
Reinforcl Load Bearing Cantilever Table
Roof Total Load
0 E ------- — ---------
6a Imo) 1n'Vi
1 7,L4L _241_1 1?J _L 1 J24
24LOQOOOXOXX
2610 0 0 0 0 X 0 X X
2810 0 X 0 X X X X X
30 1 0 0 x 0 X X x X X
3210 0 X 0 X X X X X
3410 0 X 0 X X X X X
36 1 o X X x x x X X X
38 1 0 X X X X X X X X
40 1 0 X X X X X X X X
42 1
241 0 0 0 0 0 X 0 X X
126 0 0 0 0 0 X 0 X X
28 0 0 1 0 X X X X X
30 0 0 1 0 X X X X X
ca 32 0 0 X 0 X X X X X
CO, 34 i 0 0 X X X X X X X136j00XXXXXXX
38 0 XX X X X X X X 40
9 ...... . ... ?___X X X X 24
a o a 0 a ci-_'Y'- ------ i" 2610
0 0 0 0 X 0 X X 2810
0 0 0 0 X X X X 30
1 0 0 0 0 0 x X x x ci
3210 0 0 0 x x x x X 0
1 to
3410 0 x 0 x X x x X 36
1 0 0 X 0 X X X X X 381
0 0 X X X X X X X 40
1 0 0 X X X X X X ii+ ____ ------- --------
o 0 0 0 0 0 0 0 x 26
0 0 0 0 0 0 0 X X 28j0
0 0 0 0 0 1 X X 30
0 0 0 0 0 X 0 X X 32
0 0 0 0 0 X 0 X X 34
t 0 0 0 0 x X x X x 36
0 0 X 0 X X X X X 38
U u A 0 X X X X X 40
0 0 X 0 X X X X X T4_
1 ' 0 0 a a a ws a 0 X 26
1 0 0 0 0 0 WS 0 0 X 328j
0 0 0 0 0 X 0 WS X 30
0 0 0 0 0 X 0 WS X 32
1 0 0 WS 0 0 X 0 X X 1
5 34 0 0 WS 0 0 X 0 X X U)
1
36 0 0 WS 0 WS X 0 x X 38
0 0 X 0 X X X X X 1
40 0 0 X 0 X X X X X 0
0 0 0 0 WS 0 0 1 126,
t 0 0 0 0 0 WS 0 0 1 w
281 0 0 0 0 0 WS 0 0 x 1
30 1 0 0 WS 0 0 1 0 0 X 32
1 0 0 WS 0 0 1 0 1 X 1341
0 0 WS 0 WS X 0 X X 36
1 0 0 WS 0 WS X 0 X X 381
0 0 WS 0 WSi X X X X s.
u400 0 1 0 1 X X X _X 24
0 o W 26
0 0 0 0 0 0 0 0 1 28
0 0 0 0 0 WS 0 0 1 30
r 0 0 0 0 0 WS 0 0 X 32
0 0 0 0 0 1 0 WS X 34
i 0 0 WS 0 0 1 0 1 x 361
0 0 WS 0 0 1 0 X x 138
0 0 WS 0 0 X 0 X X BC10
Joists Roof
Total Load [PsI 35 M -
Ej; - ---------- - --------- . ....................... Joist Spacing
in U . . ..... ....... ...... W24
0
0 0 0 0 0 0 0 1 26 0
0 0 0 0 0 0 0 X 28 0
0 0 0 0 0 0 0 X 30 0
0 0 0 0 1 0 0 X 32 0
0 0 0 0 1 0 0 X 0 34
0 0 0 0 0 X 0 1 X to 36
0
0 0 0 0 X 0 1 X 38 0
o 0 0 o X a I X 40 o
a 1 a a X a X X 24 0
0 0 0 0 0 0 0 1 26 0
0 0 0 0 0 0 0 1 28 0
0 0 0 0 WSO 0 X 0 30
0 0 0 0 0 1'0 0 x 32 0
0 0 0 0 1 0 1 x to 34
0 0 0 0 0 X 0 1 x 36 0
0 WS 0 0 X 0 1 X 38 0
0 1 0 0 X 0 1 X 40 0
0 1 0 1 X 1 X X i4 0
0 0 0 ry 0
0
0 0 0 26 0
0 0 0 0 0 0 0 0 28 0
0 0 0 0 0 0 0 0 0 30
0 0 0 0 0 0 0 0 i 0 32 0
0 0 0 0 0 0 0 0 34 0
0 0 0 0 0 0 0 1 36 0
0 0 0 0 0 0 0 1 38 0
0 0 0 0 0 0 0 1 40 0
0 0 0 0 0 0 0 2 1 = 24
1 0 0 0 0 0 0 0 0 WS 26 0
0 0 0 0 WS 0 0 WS 28 0
0 0 0 0 WS 0 0 1 q 30
o a 0 o 0 WS o ws x 32 0
0 0 0 0 WS 0 WS, X 1 34
0 0 WS 0 0 1 0 WS X 1 36
i 0 0 WS 0 0 X 0 WS X 1 1
38 0 0 WS 0 WS X 0 x x 40 0
0 WS 0 WS X WS X X 42 0
0 WS 0 WS X WS X A 6-- FV
b' 24 00WS260
0 0 0 0 WS 0 0 WS 281 0
0 0 0 0 WS 0 WS 1 10 1301
0 0 WS 0 0 WS 0 WS I COO) 1,
32 1 0 0 WS 0 0 WS 0 WS 2 II'a
1341 0 0 WS 0 WS 1 0 WS X I, 361
0
0 WS 0 WS 1 0 WS X 381 0
0 WS 0 WS I WS i x 1401 0
0 WS 0 WS 2 WS 1 X r. ....... .. 11-
1111--111-11- '- 111-11-1-1 1 24
0 0 0 0 0 0 0 0 WS 1 I
126 C 0 0 0 0 0 0 0 0 WS 1281 0
0 0 0 0 WS 0 0 WS I CO
g I 1 130
0 0 0 0 0 WS 0 0 1 0- 1
3 2 0 0 0 0 0 WS 0 WS i o 1
34 1 0 0 0 0 0 WS 0 WS I W 1
36 0 0 WS 0 0 WS 0 WS I 1381 0
0 WS 0 0 1 0 1 2 1401 0
0 WS 0 WS 1 0 1 4 .... ........ . . 1 2
V 6
6' '6' 6"' 1 2410aWsI1
261 0 0 0 0 0 0 0 0 WS 1 28
0
0 0 0 0 WS 0 0 WS 30 0
0 0 0 0 WS 0 0 1 1321 0
0 0 0 0 WS 0 WS 1 t w
1341
0 0 0 0 0 WS 0 WS 2 1 1361
0 0 WS 0 0 WS 0 WS 2 138 0
0 WS 0 0 1 0 1 2 i 401
0m. 0 WS 0- WS 1 0 1 2 1. Cut
48" long reinforcers to match the joist depth. Use min 23/32" plywood/OS B -rated sheathing, exposure
1, 48/24 span rated. The face grain must be horizontal (measure the 48" dimension along
the long edge of the panel). Z Fasten
the reinforcer to the joist flanges with 8d nails at 6" o.c. When reinforcing both sides, stagger the
nails to limit splitting the joist flanges. 3. Attach
web stiffeners per intermediate Web Stiffener Nailing Schedule on page 9. 4. Use
the BC CALCII software to analyze conditions that are not covered by this table. It may be possible
to exceed the limitations of this table by analyzing a specific application with BC CALC"software.
2o Roof
Total 'Load _jp'sfl 2 2
Z35
45
Joist spacip
i 55
o of
I ",
J
I 24 0
0 q 0
1
0
0
0 124 0
0
WS 126 1
0 0 0 0 0 0 0 0 WS 1 28
0 o 0
0
0 0 0 0 0 WS 30 0
0 0 0 0 WS 0 0 1 32 0
0 0 0 0 ws 0 0 1 1 2o
134 1 0 0 0 0 0 WS 0 0 1 1361 0
0 0 0 0 WS 0 WS 2 38 0
0 0 0 0 1 0 WS X 40 0
24 1
0 0 0
WS
0
0
0
0 0
1 0
0
0
1
0
X
0
26
0
0 0 0 0 0 0 0 0 28 0
0 0 0 0 0 0 0 0 30 0
r4 I
I 0 0
0 0 0 0 0 0 1 32
1 0 0 0 0 0 0 0 0 0 i 34
0 0 0 0 0 0 0 0 WS 36 j
0 0 0 0 0 0 0 0 1 38 0
0 0 0 0 0 0 0 1 401 0
0 0 0 0 0 0 0 1 24 0
0 0 a 0 0 0 0 WS 26 0
0 0 0 0 WS 0 0 WS 28 0
0 0 0 0 WS 0 0 WS OR 30
0 0 0 0 0 WS 0 WS WS 32 0
0 0 0 0 WS 0 WS 1 34 0
0 WS 0 0 WS 0 WS X 36 0
0 WS 0 0 WS 0 VVS X 38 0
0 WS 0 WS 1 0 WS X 40 0
0 WS 0 WS 1 WS WS X 42 0
0 WS 0 WS X WS 1 X 24 0
0 0 0 0 0 0 0 WS 26 0
0 0 0 0 0 0 0 WS 28 0
0 0 0 0 WS 0 0 WS 30 0
0 0 0 0 WS 0 0 WS 32 0
0 0 0 0 WS 0 WS WS 34 0
0 0 0 0 WS 0 WS 1 36 0
0 WS 0 0 WS 0 WS 1 38 0
0 WS 0 0 WS 0 WS 2 40 0
0 WS 0 WS WS 0 WS 2 24 0
0 0 0 0 0 0 0 WS 26 0
0 0 0 0 0 0 0 WS 28 0
0 0 0 0 WS 0 0 WS is 30
0 0 0 0 0 WS 0 0 WS 32 0
0 0 0 0 WS 0 WS 1 o 34
0 0 0 0 0 WS 0 WS 1 36 0
0 WS 0 0 WS 0 WS 2 38 0
0 WS 0 0 WS 0 WS 2 40 0
0 WS 0 WS WS 0 WS 2 24 0
0 0 0 0 0 0 0 WS 26 0
0 0 0 0 0 0 0 WS 28 0
0 0 0 0 0 0 0 WS lz? 30
0 0 0 0 0 Ws 0 0 ws 32 0
0 0 0 0 WS 0 0 WS 0 a
340 0 0 0 0 ws 0 ws ws 36 0
0 0 0 0 WS 0 WS 1 38 0
0 0 0 0 Ws 0 ws 1 40 0
0 WS 0 0 WS 0 WS 1 24 0
0 0 0 0 0 0 0 0 26 0
0 0 0 0 0 0 0 0 28 0
0 0 0 0 0 0 0 0 ct.30
0 0 0 0 0 0 0 0 0 32 0
0 0 0 0 0 0 0 0 53 34
0 0 0 0 0 0 0 0 ws 36 0
0 0 0 0 0 0 0 WS 38 0
0 0 0 0 0 0 0 l 40 0
0 00 0_ OJ P d KEYTO TABLE
0 .... Na WS
V%16b
S'Wfoners at S'Pp"fl I 04ob SWfene',,
Plus r c Re,wo,ce; 2 Oier,) SOftenmMus
lwc umtorccr, X .... Uls'eDevil
er';o'S`5 of Spa(lng
v,<jemor I Bearing Cantilever Detail
am
2'-0"
The tables and details on pages 8 and 9 indicate the
type of reinforcements, if any, that are required for load -
bearing cantilevers up to a maximum length of Z-O".
Cantilevers longer than Z-O" cannot be reinforced.
However, longer cantilevers with lower loads
may be allowable without reinforcerrient, Analyze
specific applications with the BC CAE C' software,
PLYWOOD ','OSB REINFORCEMENT
if Required per Table on page 8) 32" min, plywood/OSB
23/32" Min. x 48" long plywood / OSB
or rimboard closure. Nail
rated sheathin must match the full
with Sri nail into each
flange,
Bell Joist
Iblockingdepthofthe13:910 Joist. Nail to the BCI®
Joist with 8d nails at 6" o.c. and rewired
for nail
with 4-8d nails into backer block. Structural Panel cantilever
When
reinforcing both sides, stagger reinforcement nails
to limit splitting. Install with horizontal
face grain. The
tables on page 8 assume a wall Weight
of 100 pit, in addition to the roo?
loading shown. Applications with loading
that exceeds the loads shown X shall
be analyzed with BC CALC software.
Backer block These
requirements assume a Z-O" 100
PLF wall load. Additional support may
be required for other loadings, t Uplift on back span shall be see
BC CALCI software, considered in all cantilever designs Non-
1.1-oad, Bu--,orinaV`lritall Caln.tilever Uetails BC1'
Joists are intended omy for applications that IFasten the 2x8 minimum to the BC[e Joist by nailing through the backer block and provide
pernnanent protection from the oreather, Joist web with 2 rows of 1 On nails at 6" on center. Use 16d nails with BCIx` 90S 2.0 joists.
Clinch all nails. BCl1Jorst
blocking __FVT1 Wood Structural Wood backer block 2x Closure ZPanelClosureV
See page 6 of Eastern 2x8 minimum __T_VT_ Specifier
Guide /'BCI,Joist blocking
I
Drywall
Ceiling or Wood
Structural Back
SpanMaximum . Panel Soffit
1/3
Back Span Not to
exceed 4'-0" 3Y2" min.
These details
apply to cantilevers with uniform loads only. bearing It may
be possible to exceed the limitations of these details by analyzing a specific
application with the BC CALC software. Section View
Minimum
IY2
Times' Cantilever Length
Back Span
Maximum 1/x
Back Span not to
exceed 4%0'
Web StiffleneriReQUirements
See Web
Stiffener SmallGap:
Will, Z s" min- 2' max
Set"rinq
chart Web
Stiffener ner
2" mm.
Width 4' max.
Gap Clinch
N
a
ails 21, min.
4" max,
TightFit Web Stiffener requiredwhen concentrated
loadexceeds1000
lbs Wki y"
f4me" pi:,ed 10 hoth Lateral Structural
Restraint
BCrJOist pa 'IyRestrain capacity MinimumServes For
Min
Thick}
in Hanger 4 Width
4500s
1,
8 5000s 1.
8 1,8
W, W
6000E
6500s
1,
8 60s2,0
1" or
1%" t 21, ,
6
25h6" 90s
2.
0 2x4 lumber (vertical) N ) I
t Z Web stiffeners
are optional except as noted below. Web
stiffeners
are always required in hangers that do
not extend up to support the top flange of the
BC11 Joist. Web stiffeners may be required with
certain sloped or skewed hangers or to
achieve uplift values. Refer to the hanger manufacturer's
installation requirements. Web stiffeners
are always requited in certain roof applications,
See Roof Framing Details on page 14.
Web stiffeners
are always required under concentrated loads
that exceed 1000 pounds. Install the
web stiffeners snug to the top flange in this
situation. Follow the nailing schedule for intermediate bearings.
Web stiffeners
may be cut from structural rated wood panels,
engineered rimboard or 2x lumber BCI1 90s
only), For Structural
Capacity: Web stiffeners needed to increase
the BCr Joist's reaction capacity at a specific
bearing location. Lateral Restraint
in Hanger Web stiffeners required when
hanger does not laterally support the top
flange (e.g., adjustable height hangers). Web stiffeners
may be of multiple thickness e.g.,
BCI11 6500s, double Y? panel OK). Web stiffeners
may be used to increase allowable reaction
values. See 1301 Design Properties on
page 24 or the Be CALCI software, BCI®
Joist
Bearing Location Joist Series
1 Depth I End 1 Intermediate L-..-,- 9
1/
2 i 7
2-8d
2-8d 111/81,
2-8d 3-8d 4500s 1,
8 14" 2-
8d 5-8d 16" 2-
8d 6-8d 2-8d
2-8d 5000s 18,
117/811 2-8d 3-8d 14" 2-8d
5-8d 91/21, 2-
8d 2-8d 6000s 1.8
1 2-8d 3-
8d 14" 2-8d
5-8d 115" 2-8d
6-8d 9 1/2
2-8d 2-8d 6500S 1.8
a 1 117/
1 2-8d 3-8d 14" 2-8d
5-8d 16" 2-8d
6-8d 111/811 2-
8d 3-8d 60s M 14"
2-8d 5-8d 161, 2-8d
6-8d 111.11_____ — --- — 117/
011 3-
16d 3-16d 90s2.0 14"
5-16d 5-16d 161, 6-16d
6-16d
Allowable Uniform Floor Load
in pounds per lineal foot 0PLFl)
11/4" Flange Width 2" Flange Width
Span Live Total Live Total Live Total Live Total Live 1 Total Live Total Live Total
Len th Load Load Load Load Load Load Load Load Lo O Load Load Load Lo d Load
200
170
144
134
19
23
24
25
Total Load values are limited by shear, moment, or` Table values do not consider composite action from
deflection equal toL/24O. gluing and nailing floor sheathing (composite action ia
considered infloor span tables onpage 4). Live Load
values are limited bydeflection equal VoL/4MO, For deflection limits
ofL/8O0and L/860. multiply the Live Total Load values assume minimum hearing lengths Load values by
1,33 and 0,50 respectively, without web stiffeners for joist depths of 16 inches and aoo. Both the
Total
Load and Live Load columns must bm checked, Where aLive
Load value ianot shown, the For assistance with floor design, consult the section Total Load value will control,
About Floor Performance onpage 4 Table values apply toeither simple ormultiple
span This table was designed to apply to a broad range of joistsSpan iameasured center \ocenter ofthe minimum applications. |tmay
bepossible toexceed the limitations required bearing length. Analyze multiple span joists with ofthis table byanalyzing aspecific application with the
the BCCALCwsoftware ifthe length ofany span imless BCCALCOsoftware. than half the length ofonadjacent span.
Allowable Uniform Floor Lead
ire pounds per lineal foot L
1 6060 106 Sri B IO 6500 1.8 Series
26/,6'" Fl r mViiidth 29/16" Flange Width,
11'/8" ? 14 16 91/2"" 11'f' 14 16
BC116000s BC116000s BC10 6000s BC10 6000s BC10 6500s BC10 6500s BC10 6500s BC10 6500s
1,8 1<8 1.6 1.8 1.8 1,8 1.6 " 1.8
Span
Length
Live Total
Load Load I
Lave Total
Load Load
Live Total I
Load Load
Live ; Total
Load Load
Live Total Live
Load Load Load
Total
Load
Live 1 Total
I Load
Live
Load
Total
Load
6 e 320 333 346 353 320 - 333 346 j 353
7 a 274 285 297 302 274 - 285 297 302
8 240 250 260 265 e 240 - 250 260 265
9 213 w 222 231 } 235 213 - 222 231 235
10 183 192 200 208 1 212 192 200 208 212
11 141 174 181 189 192 153 174 4 181 189 192
12 112 160 166 ' 173 176 121 160 - 166 173 176
13 89 147 144 153 t 160 " 163 97 147 153 160 163
14 73 129 117 142 I 148 151 79 137 129 142 m 148 151
15 60 112 97 133 138 141 65 , 124 106 133 138 141
16 50 98 81 125 117 130 132 54 109 89 125 127 130 132
17 42 84 68 112 99 122 124 46 92 75 117 107 122 124
18 58 100 84 115 112 117 64 110 91 115 a 117
i
y
19 50 89 72 106 96 111 54 99 78 109 104 111
20 43 81 62 96 83 106 47 89 68 104 90 106
21 54 87 72 99 41 81 59 96 78 100
22 47 79 63 90 51 88 69 96f
23 42 72 I 56 _ 83 j 45 80 60 92
24 49 76 40 74 53 84
25 44 70 47 77
26 42 72
1 27
28
29
30 2
Allowable Uniform Floor Load
in POLInds per lineal foot (PLF])
BClO 90s 2.0 Series
T/2" Flange Width
117811 16" 11 %11 14" 16"
BCle60s 2.0 BC16 60s 2.0 BCIO 60s 2.0 BCIO 90s M BCIO 90s 2.0 BCIO 90s 2.0
Span Live Total I Live Total I Live Total Live Total Live Total Live Total
Length I Load Load Load Load I LoadLoad LoadLoad_ Load Load Load Load I Load Load
6 366 I 366 366 450 453 456
7 314 314 314 385 388 391
8 275275 275 337 340 1 - 342
9 244 244 244 300 302 - 304
10 a 220 220 220 270 i 272 - 274
11 200 200 200 245 247 - 249
12 183 183 183 225 226 r - 228
13 169 169 169 207 209 - 210
14 155 157 157 157 192 194 195
15 128 146 146 - 146 180 181 182
16 107 137 137 - 137 152 168 170 171
17 90 129 1 129 - 129 129 158 160 161
18 1 77 122 110 122 - 122 110 150 151 152
19 66 115 95 115 - 115 95 142 134 143 a 144
20 57 110 82 110 109I 110 83 135 117 136 1 - 137
21 50 100 72 104 95 104 72 128 102 129 - 130
22 43 87 1 63 100 84 100 63 122 90 123 119 124
23 55 95 74 95 56 112 79 118 i 105 119
24 49 91 1 65 91 49 99 70 113 94 114
25 1 43 87 58 88 14 88 63 108 83 109
26 j t 52 84 E 56 104 75 105
27 47 81 50 100 67 101
28 42 78 45 91 61 97
29 41 82 55 94
30 50 91
Total Load values are limited by shear, moment, or deflection equal to Table values do not consider composite action from gluing and nailing
L/240 floor sheathing (composite action is considered in floor span tables on
page 4)
Live Load values are limited by deflection equal to L/480. For deflection
limits of L/360 and L/960, multiply the Live Load values by 1 33 and 0.50 Total Load values assume minimum bearing lengths without web
respectively. stiffeners for joist depths of 16 inches and less
Both the Total Load and Live Load columns must be checked. Where a For assistance with floor design, consult the section About Floor
Live Load value is not shown, the Total Load value will control. Performance on page 4.
Table values apply to either simple or multiple span joists. Span is This table was designed to apply to a broad range of applications It
measured center to center of the minimum required bearing length. may be possible to exceed the limitations of this table by analyzing a
Analyze multiple span joists with the BC CALCx software if the length of specific application with the BC CALCx software.
any span is less than half the length of an adjacent span,
Roof Framing
BC111 Rafters
f t —~Structural ridge VERSA-L.AMI or
load -bearing wall required.
Temporary strut lines - (1x4 min.)
8 ft. on center maximum. Fasten
at each joist with two 8d nails
minimum.
MM
Blocking not shown f t
for clarity.
p j r----Multiple BCI' Rafters may be required.
SAFETY VVARNING
Blocking or other lateral
support required at end
supports.
Cif NOT ALLOW WORKERS ON B€..I"JOISTS UNTIL ALL HANGERS, BCP SERIOUS ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION TO
RIM JOISTS, RIM BOARDS, BCI' BLOCKING PANELS, X BRACING. AND PROPER BRACING: DURING CONSTRUCTION, ACCIDENTS CAN BE AVOIDED
TEMPORARY 1x4 STRUT LINES ARE INSTALLED AS SPECIFIED BELOW. UNDER NORMAL CONDITIONSITIONS By FOLLOWING THESE GUIDELINES!
Build a braced end wall at the end of the bay, or permanently install
the first eight feet of BC1111 Joists and the first course of sheathing.
As an alternate, temporary sheathing may be nailed to the first four
feet of BC16' Joists at the end of the bay.
All hangers, BCI1 rim joists, rim boards, BCIx blocking panels, and
x-bracing must be completely installed and properly nailed as each
BCI` Joist is set.
Install temporary 1x4 strut lines at no more than eight feet on center
as additional BCIO Joists are set. Nail the strut lines to the sheathed
area, or braced end wall, and to each BCp` Joist with two 8d nails.
The ends of cantilevers must be temporarily secured by strut lines
on both the top and bottom flanges.
Straighten the BC10 Joists to within B, inch of true alignment before
attaching strut lines and sheathing.
Remove the temporary strut lines only as required to install the
permanent sheathing.
Failure to install temporary bracing may result in sideways buckling
or roll-over under light construction loads.
E,C t ; Ceiling Joist with Bevel End Cut (For Litnf`tt, cy- iccess Attics Only)
V Joist shall not be used as c oll.arlterasiori tie. aloof rafter shall be
supported by ridge beam or other upper bearing support,
Continuous floor sheathing or
1x4 Nailer @ Max. 4'-0" o.c. Ratter Strut — ---
Roof Rafter
2-6"o.o_oraclx4500s)
Coiling Loads:
Minims'
or Bee woos) 1 Live Load = 10 psf Minimimor
Neel
Depth t r•` (
see tebie at right) (Dead Load a 7 psf 12
l#"
Web 2X
Blocking 9
4".11s"al r,ten. Min.
6 SCIe4500sf5000s/
6000s/6500s Filler ` x
Coiling Joist 4 24' a.e. Maximum 3
r' Minimum Bearing 2x4
wall) Each End tViaxfr
um aan Lengths Without Roof Loads 9Y
BCK 4500s 1 8/ 5000S 1.8 6000s 1 8 1 6500s 1 8 20 110"
BCi1"4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 ; 22' m_
14
BCI0 4500s 1,8 / 5000s 1.8 ( 6000s 1,8 / 656os 1.8 ; 24' If
roof loads present, see Notes 2 8 3 at right} Joist
End wall 1
Depth 2x4 2x6 Minimum ( _ ----
Neel
9C 2% 1% 11 Depths
11'! 3!z 2/z 9
14"
4r 3f,_ Notes:
1)
Detail is to be used only for ceiling joists with no access to attic
space. 2)
Ceiling joist must be designed to carry all roof load transferred
through rafter struts as shown. 3)
BCr ceiling joist end reaction may not exceed 550 pounds, 4)
Minimum roof slope is 6/12. 5)
Nail roof rafter to BCF- top flange with 1 -10d (3" long) box or larger
nail. 6)
1x4 nailers must be continuous and nailed to a braced end wall. 7)
Install a web filler on each side of BCI'* Joist at beveled ends.
Nail roof rafter to BCI' Joist per building code requirements
for ceiling joist to roof rafter connection.
Additional roof framing details available with BC FRAMERO software
2x beveled plate for slope Rimboard / VERSA -LAM* blocking.
greater than '/,n/12. Ventilation 'W cut:
1/3 of length, 1/2 of depth
FRimboard / VERSA -LAM' blocking,
I
Ventilation 'Y' cut,
R I ruba or
V
3
it
Ve ntilation '
ERS
all at'o
length
1/3 of length, 1/2 of depth
Rimboard
Ventilation
3 of
n
2x4
bloc*king Tight *fit, -Flange of BCJ1 Joists may
for soffit for lateral be birdsmouth cut only at
stability. the
support. the low end of the joist.
Birdsmouth cut BCl® Joist2'-6" max"
flange must bear fully onSimpsonVIDAorUSPTMPconnectorsorequalcanFlangeofBCI1Joistsmaybebirdsmouthcutonlyatplate, web stiffener
an
be used in lieu of beveled plate for slopes from low end of the joist. Birdsmorth cut BCI1 Joist 2'-W mo`x'
3/12 to 12/12. ft:laellge must bear fully on plate, web stiffener required required each side.
each side. Bottom flange shall be fully supported.
Ind nails Simpson or USP LSTA24 strap, nailing per I Simpson or USP LSTA24 strap where slope
2x4 one side for 135 PLF max. I i Q exceeds 7/12 (straps may be required for lower
governing building code. lopes in high -wind areas). Nailing per governingat6' 0 c 2x6 one side for 240 PLF max, I A -BCJI blocking building code. AVERSA -LAM- LVL If Holes cut
support beam, for ventilation,
VERSA -LAM'
c
2 x
2x
4 one s
6 One s
side
side
f
fo r0r
1
2,
Backer block.-
LVL support
obeam. Thickness per
corresponding
BCI1 series. 2x block
BCII blocking
s Beveled d) stiffenerweBv1Holescutouble"-beveled Beveled web stiffener
d4'1" horo." for ventilation. d plate. on each side,
Blocking on both sides of ridge may be required for
2'-6" rorrm--shear transfer per design professional of record, Simpson LSSUI or USP TMU hanger,
Lr Doublejoist may b
Backer block requiredLira when L exceeds
minimum 12" wide). (2'-0" rafter spacing.
Joist Nailwith 10-10d nails. max,
Han --Blocking as required. or
Nail
outrigger
through BCI1
web. DO NOT bevel-cutJoist
i piller block. Nail beyond inside face at wall, except
with I
2" x outrigger
for specific conditions In detailsdnails,
shown on pages 6 and :13 of the
u toBackerblockrequiredwheretopflangenotchedaroundBCI1EasternSpecifierGuide,
joist hanger load exceeds 250 lbs, top flange. Outrigger
Install tight to top flange, spacing no greater
End Wall, than 24" on -center,
L,ATERAL SUPPORT
BCI1 Joists must be laterally supported at end supports
including supports adjacent to overhangs) with
hangers, rimboard, or blocking (VERSA -LAM', BOISE
CASCADE" Rimboard or BCi® Joist). Metal cross
bracing or otherx-bracing provides adequate lateral
support for BC10 Joists, consult governing building code
for roof diaphragm connection provisions,
MINIMUM BEARING LENGTH FOR FTC I'i0I3TS
Minimum end bearing: 11h" for all 1313111 Joists. 3Y2" is
required at cantilever and intermediate supports.
Longer bearing lengths allow higher reaction values.
Refer to the building code evaluation report or the
BC CALCII software,
NAILING REQUIREMENTS
BCI® rim joist, rim board or closure panel to BCIx joist:
Rims or closure panel 1% inches thick and less:
2-8d nails, one each in the top and bottom flange.
BCI® 45OOs/5000s rim joist: 2-10d box nails, one
each in the top and bottom flange.
BCJ0 60OOs/60s rim joist: 2-16d box nails, one
each in the top and bottom flange.
BCII 6500c/90s rim joist: Toe -nail top flange to rim
joist with 2-10d box nails, one each side of flange.
BCI1 rim joist, rim board or BCI1 blocking panel to
support:
Min. 8dnails @6"o.c.per IRC. Connection
per design professional of record's specification
for shear transfer. BCI1`
jojstto support: 2-
8d nails, one on each side of the web, placed IY2
inches minimum from the end of the BCII Joist to limit
splitting. Sheathing
to BCI`1 joist: Prescriptive
residential floor sheathing nailing requires 8d
common nails @ 6" o.c. on edges and @ 12" ox, in the
field (IRC Table R602.3(1)), See
closest allowable nail spacing limits on page 24 for
floor diaphragm nailing specified at closer spacing than
IRC. Maximum
nail spacing for minimum lateral stability: 18'
for BCI1 4500s and 5000s, 24" for larger BCI" joistseries.
14
gauge staples may be substituted for8d nails if the staples
penetrate at least I inch into thejoist. Wood
screws may be acceptable, contact local building
official and/or Boise Cascade EWP Engineering
for further information. BACKER
AND FILLER BLOCK DIMENSIONS hackerThicknoss,
i 5erres,
er Block
Filter Efl.sk"Thickness 4500s1.
8 1/4 orwood
pan " els Two %" wood panels or 2 x _ 5000sl,
8 YV 7/811 gelspelspanTwo N" wood panels or 2 x_ 6000s
L& I
1%"
o'ptwo S`" wood
anels 2 x , I/
or Yr wood panel 6500s1,
8 11/8" Of two %" woodpanels2 , m , Via"or Ufa" wood panel 6Os2.
0 I
Ilk"
or two 1h" wood
panels 2 x - I/
or V2" wood panel 90s2O
2 x lumber Double 2 x -lumber Cut
backer and filler blocks to a maximum depth equal to the
web depth adults 1/4" to avoid a forced fit. WEB
STiFFENER REQUIREMENTS See
Web Stiffener Requirements on page 9. PROTECT
BCV JOISTS FROM THE WEATHER BCI'
Joists are intended only for applications that provirle
veinianent protection frorn the weathe.r. Bundles
of BCII Joists shoulil be covered and stored off
of the ground mi stickers, MAXIMUM
SLOPE Unless
otherwise noted, all roof details are valid for slopes
of 12 in 12 or less. VENTILATION
The
1B inch, pre -stamped knock -out holes spaced at
12 inches on center along the BCI1' Joist may all
be knocked out and used for cross ventilation. Deeper
joists that what is structurally needed may be
advantageous in ventilation design, Consult local building
official and/or ventilation specialist for specific ventilation
requirements. EIiRDSMOUTH
CU FS BCI'
Joists may be birdsmouth cut only atthe low end
support. BCp` Joists with birdsmouth cuts may cantilever
tip to 2'-6" past the low end support The bottom
flange must sit fully on the support and may not
overhang the inside face of the support, High end
supports and intermediate supports may not be birdsmouth
cut,
Roof Span "Tables 111IN
Maximum clear an in feet and inches, based on horizontal spans,,
BOO 5000s 1,8 Series
2" Flange Width
2 111/811 14"
5BCI114 0OS 1.8 BCI1500sl,8 BC104500sI.8 BCI"4500s1.8 BC105000sl.8 BC105000s1.8 BCIQ5000s1,8 r
61W [Dead 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4112 8/12 1
Load Load or to to or to to or to to or to to or to to or to to or to to l(
psf] ILt'iRsl Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 22
129-4 2 9"
2,5' 0, 2 M, 1 0" 19'4' 25 19-
11" 26-11" 25'-6" 23'-8" 30'-2" 29'-0" 26-11"i 32'-3" 31'-7" 29'-10" 23'-7" 22'-4" 20'-9" 28'-l" 26'-7" 24'-9" 31'-11" 30'-2" 28'-1" 25 15
21'-7" 20'-4" 18'-10" 25'-9" 24'-2" 22'-5" 28'-2" 27'-5" 25.6 j 30'-1" 29'4' 28'-3" 22'-6" 2 V-2" 19'-7" 26'-10" 25'-3" 23'-4" 30'-3" 28'-8" 26'-7" 12" O.
C.
30 10
21'-B" 20'-6" 19'-1" 25-9" 24'-5" 22 9 i 28'-3" 27'-9' 26-11"130'-2" 29'-8" 28'-8" 22'-7" 21'-4" 19-11"26-10" 25-5" 23'-9" 30'-4" 26-11" 27'-0" w 30
15 20'-9" 19'-7" 18'-2" 24'-5" 234' 21'-8" 26'-7" 25-11' 24 T 1 28'-5" 27'-9" 26-10" 21'7' 20'-5" 18'-11" 25'-9" 24'-4" 22'-7" 28'-6" 27'-8" 26-8" 40 10
19'-8" 16-11" 1 '_1 '.2" 22'-6" 21'-3" 25'-3" 24'-11 " 24'.2" 27-0" 26'-8" 26'-1" 20'-6" 19'-8" 18'-7" 24'-5" 23'-5" 22'-2" 27'-2" 26'-8" 25-71 40 15
19'-5" 18'-4" 17'-1" 22'-1" 21'-8" 20'-4" l 24A 23'-7" 22 11'i 25'-8" 25-2" 24'-6" 20'-2" 19'-1" I7"-10' 23'-8" 22'-9" 21'-3" 6-110" 264" 24'4' 60 10
18'-3" 17'-6" 16'-7" j21'-2' 20-10" 19'-9'' 23A 22.10" 22'-5' 24'-8" 24'4" 244" 19'.0" 18'417-3" 22'-8" 21'4' 20'-7' 4'-10" 24-6- 23'-5" 50 15 I7'-
11" 17'4" 164' 294' 20-0" 19 4 1 22-2" 21'-9" 21'-3" 23'-6' 23'4' 22'-9" 19'-0" 18'A" 16-11" 21'-10" 21'-5" 20 -2" 23'4r 23'-4" 22'-10' 22, G' 21
3" 19',5" 2','4 2 6' 30' 6" 2,3',9' 5 1 -4 "
1
kY 17' - C,,' 24',3" 8 '2,'5 -10 23' 9 177 16-l"
2440" 231' 21'_6" 26'-l" 25-7 24'-5" 1" 27'4" 26',7" 2 V-4" 20'-2" 18% 10125-6" 24'-l" 22'-5" 28'-l" 27'4' 26-6" 2 5 15 19'-
7" 18'-5" 7-1" 122-4" 21'-9" 20'-4" j 24'-4" 23'-9" 22-11" 26'-0" 254" 24'-5" 20'5" 19'-2" 17-9"i24'-0"22'-10"21'-2` 26'-2" 25'-6" 24'-V 1 1 16" 10
19'-
7"
18'-7" 74" 22%5" 22%0" 29-7" 24%5' 24'-0" 23'.5" 26-l" 26-8" 25'-Q" 20'-Y 19 4' W-l" 24'-l" 23%1` 21'-6" 26'-3" 25'-9" 24'-5" 30 30 15 18'-7"
17'-9" 16'.6" 21%1" 20'-T 19'-7" 23'-0" 22'-5" 21'.9" 24W" 24'-0" 23'J" 19W" 18'-6" 17-2" 22'-8" 22'-0" 20'-5" 248"' 24'4' 23,4, 115% 40 10 17'-8"
17'-1 " 16-2" 20'-1" 19'4' 19'-3 21 10 21'-7" 21'.1" 23'-4" 23'-0" 22W` 18'-7" 17'-10"16'-10' 21'-7" 21'-3" 20'-1 " 23 4' 23'-2" 22'-8" 40 16 16' 10 16-
6, 164, 19%1 18'-8" 1$ 2 j20'-10" 20'-5" 19'-10" 22'-3" 21'-10" 21'-3" 18-11" 17'-4" 16'-1" 20'-6" 20'-1" 19'-3" 224 2 V-1 1 " 2 1'4" 50 '10 t 16'-2"
16-10" 164' 18'4" 16-1" 17'-9' 19'-11" 19'.9" 19'-6' 214" 21'-1" 20'-9" 17'-2" 16'-6' 15'-8' 1 V-13" 19-5" 18'-8" 21'-5" 2 V-2" 29-10' 50 15 15'-6" 16-
T 14'-V' 17'-7" 17'-3" 16-10" 19'-2" WAY' 18'-6' 20'-5" 20A" 194'1 16'-8" 16'-4"
164"
1 10" 18'-6" 18-11" 20W" 20'-2" 19'-9" 2- K 2 1 2
19, 1;" 25'2,8 2, 5" 1"' -4" 23 ' 221'-,
24 8' 10" 9'1 2U 10" 10
5" ,',,2 .9' 2 V4' 1 W-7" M 11 3 23'-6" 22'-7" 21'-l"
25-7 25'-l" 23'-11 25 10 19'-3" 18'-3" 1T-0" 121-19' 21'-5" 20!-2" 123%10" 23'4" 22':F*J-iO-1- _19FF 1 T 1 25 15 18'-D" 17'
4'
16-0" 20',5" 191-101, 191-111122'-3" 21'-8" 20'-10"123'-9" 23'-1" 22'-4" 19'-2" 18'-0" 16'-13"121"-11" 21'-4" 19'-11' U-10" 23'-3" 22'-5" 19 2" 1 1 30 1018'-0" 17'-5"
16'-3" 20%5" 20'-l' 19'-5" 22'-3" 21'-11" 21'A" 23'-10" 23'-5" 22'-10" 19'-2" 18'-2" 16-11 22'-0" 2 V-7" 20'-2" 23'-11" 23'-6" 22'-11' SnOw 30 15 16-11" 16'-
7" 15'-6" i19'-3" 18'-9" 18'-2" 20-11 " 20'-5" 19'-10", 22'-5" VAT 21'-2" 18'-3" 1TA" 16'-1" 20'-8" 20'-2" 19'-2" 22'-6" 22'-0" 2 141 115% 40 10 16'-2" 16-
11" 15'-2" 18'-3" 18'-0' 17'-8" 19-11" 19'4" 19,4' 1 2 1'-4" 21'-9' 20W" 17%4" 164' 15-10' 19-8" 19-A" 18'-10' 21'-5" 21'-1 " 20'-8" 40 15 164" 15'-0" 14'-
6" i IT-5" 1 T-1 " 16'-7" 18-11" 18'-7" 18'4' 20'4' 19'-10" 19'-4" 16-6` 16'-2" 15-7 a 18'-8" 18'-4" 17'-10' 20'-4" 20'4' 19'-511 60 10 14'-9" 14'-6'
14 4' 16-8" 16'-6" 16.2" 1 16-2" 18'-0" 17.9' 19'-6' 1 9-S' 18'-11" 16-10" 164' 14'4' IT-1111" IT-9" I7-5" 19'-7" 19'-4" 19'-0" 60 15 14'-1" IT-10"
13'-7" 16-0" 16-9" 16A" I r-5" 17 -2" 16-9" 16-9' 184' 17-11" 16-2" 14'111" 14-4 17'-2" 16-11" 16-6" 18'-9" W-V 18'-0" 77' F 9' No 2_ -4
4 25 1017'-3 16-
10"
15'-9" 19'-6" 19'-2" 18'-7 1 21i 3" 20'-10" 20'-3" 1
22'-
9" 22'-3" 21'-8" 18'-6" 17'-7" 164" 2 1'-0" 20'-7" 19'-6" 22'-10" 22'-51, 211-91' i 25 15 16-1 15'-7"
14-
10"1 16-2" 17'-9" 17'-1" 119'-10" 19'A" 164" 21',3 20'-8" 19'-11 " 17'-3" 16'-8" 16'-5" 19W" W-l" 18'-4" 2 V-4" 20'-9" 201-01, 24" 30 10 16-1 15-10"
15-
1" i 18'3" 17'-11" 17'-6" 19'-11" 19'-7" 19'-1" 21'-3" 20'-11 " 20'-5" 17'A" 16-10" 16-8" 19'-7" 19'-3" 18'-9" 2 V-5" 21'-0" 20'-6" O'C' Sr1ow 30 15 15-2" 14'-9"
14'A" 117-2" 169" 16'-3" 16'-9" 18'-Y 1T-9'1 20419'16" 1611` 116-3" 15'.11"14'-I1" 1 F-5" 18'4' 17'-5" 20-11" 19'-8" 19'-0` 115% 40 10 14'-5" 14'-2" 13-11"
164" 16A" 15-9" 17'-10" 17'-7" 17-2" 1 9Z' 18'-9" 18'-5' 15'-6" 15'-3" 14'-7" 174" 17'4' 16-11' 19'-2" 18'-10" 118'-6" 40 15 13'-8" 13'-5" 13'-1" 15'-
6" 15-3' 14'-10" 16-11" 16'-7" 16'-2" 18'-1" 1 T-9" 17-3' 14'-9" 14'-5" 14'-0' 116'-8" 164' 16-11 18'-2" 1T-10" ITA" 50 10 13'-2" 134' 12'A" 14'-11"
14'-9" 14'-6" 16-3 16 1' 16.9" 174 1T-'Z' 16-100142" I3"-11" 'IT-7- 164' 15 10 15'.7"tlT.5" 174 16-7 I 50 15 12'-7" 124' 12'-1" 14'-3"
14'-0" 13'-9" 16-7" 164" 14'-11" 16-61' 16'-( IT-6" 13'-4" 13'-0" 154" 14*- 16'-2" 15' Table values are limited by shear, moment. total load deflection
equal to L/180 and live load deflection equal to
L/240. Check the local building code for other deflection limits that may apply.
Table values represent the most restrictive of simple or multiple
span applications. Analyze multiple span joists with the BC CALCO
software if the length of any span is less
than half the length of an adjacent span. Table values assume minimum bearing
lengths without web stiffeners for
joist depths of 16 inches and less. This
table was designed to apply to a broad range
of applica- tions. It may be possible to exceed the limitations of
this table by analyzing a specific application with the BC CALCI software, Slope
roof joists at least 1/4" over 12" to
minimize pending. Allowable spans and loads shall be adjusted and checked for
wind load as required by local building code.
Maximum clear seen in feet and inches, based on horizontal spans,
BCIO 6000s 1.8 Series
25/is" Flange Width
BGIO 6000s 1.8 BCIW 6000s 1.8 BGIO 6000s 1.8 BGIO 6000s 1.8
Live Dead 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4112 8/12 4/12 4/12 8/12
Load Load or to to or to to or to to or to to
psfj 1ps Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12
t c E t {k{ X
21'-8 29-4" 27-9' 25-10" 3T-4" 31' 6 29' 4 6-10" 34-10 32-5"[
1 t 25 15 23'-6" 22'-2" 20' 6" 28'-0" 26' 4" 24'-5" 31-10" 29'-11" 27'-9"' i 34"-11" 33'_l"` 30'-8'"
o 30 10 23'-7"' 22'-4" 20'-10' 28' 0" 26"-7" 24'-9" 31' 11" 30' 2" 28` 2" t 35-1" 33' F 31' 2"
Snow 30 15 22'-T 21'-4" 19'-9 2611" 26-4" 23'-6" 30'-T 28'-10" 26-9" l 33'-0" 31'-11" 29' T 115%
40 10 21'-5" 20'-7" 19'-5 26'-6" 24' 6" 23"-1" 29' 0" 27'-10" 26'-3" 31"a4" 30' 9" 29'-0" 40
15 21' V 20'-0" 18'-7 26-1" 23'-9" 22'-2" 27'-11" 27'-l" 25'-2" 29'-10" 29'-3" 2T-10" 50
10 19 10' 19 1*1
18
1 23 7 22 $ 21-T 26 9" 2 9 24`-6" 28"-8" 28-3 27 1' 50
15 19 10, 1$ 11 17 8 23 7 22 6 21 0" 25 8 25 3 23'-11" 7 5", 27 0 26 5` c.. } ? (.
M ..... <. -..:r. . .. {
i..
tr _. 11
Ivy +vv
µ
IC
i . 4.
E tt Y j ' t ' :
i :1 It 25
10 22 4" 21 P 19'-8 26 7 25 1 23 5" ' 30 3" 2$'-T 26'-7 32 5' 31 7" 29 5' 25
15 21-4" 20 l" 18-7 25 4' 23 10' 22'-1' 28 3'" 2T-2' 25-2 30 3" 29-5" 27-9' 16
30
10 21'-4" 20' 3" 18'-10 O.
C. 25-
5" 24'-1" 22' S" 2$ 4" 27'4" 25'46" 30 4" 29'-9" 28' 3" 1
Snow
30 15 20-6" 19-4" 17'-11" 244" 23-0" 21'-4" 26' 8" 26' 0" 24' 3" 28-6" 27 10" 26 10" 115%
40 10 19-51' 18-7" 1T-723-l" 22-2" 20'-11" 26-5"' 25-0" 23'-10" 27-2" 26'-9" 26-2" 40 15
19-1" 1$-1" 16-10" 22-2" 21-6" 20"-1'" { 24"-2Z' 23'-8" 22'-10" 25-10" 25'-4" 24'8" 50 10
181-0" 17'-3„ 16" 4" l 21'_3" 0' 6" 19'-6" 23"_2" 22`_11" 22; 2" 24'.9" 24'-6"t 24' 1" 3 50
15 17 11' 17 V 16'.0 20 4 20-C1 19 0' 22 2 21 10 21" 23-9" 23-4" 22-10" 29, w`
a.,....,,.«
v.
a.,.«,.......«, ................,............ ,w.„.. ......,......,,.,.. ems.. 25 10
21-0" 19`-10' 18'-6' 24-11" 23-T 22-0" 27-$" 26' 10 25' 0 29-7" 28 11" 2T $" 25 15
20'-0" 181-10" 17'-5" ! 23'-8" 22' 5" 20' ' i 25-9" 251" 23' T ? 27' 7" 26-10" 25-11" 1o.0 i
30 10 20' 1" 19' 0" 17-9' j 23 9" 22 7" 21' 1" 25-10" 25-5" 24' 0 27 8" 27' 2" 26' 6" Snow 30 15
19-3" 18' 2" 16-10" 22-4" 21 7" 20' 0" 24'-4' 23-9" 22"-10 26 0" 25-5" 24' 7" 115% 40 10
1$-3" 17 6" 16'-6"' 21-" 20 10" 19-81' 23-2" 22'-10" 22'-4' 24-9" 24-5" 23'-11" 40 15 17
10" 17 -0" 15'-101' 20 -2" 19 -10" 18 -10" i 22 -0" 21' 7" 21'-0 " 23 -6" 23 -1V' 22 -6" 50 10 1
1610 162 15-4 i 195 192 183 211 2tk1n 20-6 227 224 2111' 50 1 4
16' 16 1, 15% 1 10 7 - 18141 17 10 20 3 19 11 W- $ 21 21 3 20 10" 4.. i - 25
10 19
5' 18' 4" 17-1 22 8 21 10" 20' 4" 24 8' 24'-2' 23' 2 26-5" 25-10" 25 2" 25 15 1$ -
6" 1 T-5" 16-2' E 21'-2 ' 20 -7" 19' 3" 23'-0" 22'-5 ` 21' 8 24'-8" 24'-0" 23 2" 24" 30 10
8'7" 7T6-5" 21' 2" 20'-10" 19'6' 23' l" 22'-8'22'-2" 249" 24'-3" 23'-8" Snow 30 15 17'-
7" 16'-9" 15'-T 19"-11" 19"-6" 18'-7" t 21'-9" 21' 3" 20'-6" 23" 3" 22' 8" 21' 11" 115% 40 10 16'-
9" 16'-2" 16-3" t 19'-0" 18'-
8"
18'-2" 20"-8" 20'-4"' 20' 0` 22'-1" 21'-9" 21"-4" 40 15 15' 11°"
15'-7" 14'-8'" 181-0' 1T-8" 17' 2" i 19'4' 19'41 1 8' 9' 21'-0" 20'-T" 19' 8" 50 10 15 3
14 11 14-3 174 17 1 16 10 18101 18 8 18.4" 19 10" 19 5 189 t 50 15 147 144 1311 n.167
164 1511' 1 171V 1744
166"
1$3" 178 1610
Roof an Tables
Maximum clear span in feet and inches, based on horizontal spans,
o
BC10 6500s 1.8 Series
29/16" Flange Width
BCIO 6500s 1.8 111/." BCIO 6500s 1.8 14" BC I" 6500s 1.8 16" BCI1 6500s 1.8
Live Dead 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12
Load Load or to to or to to or to to or to to
s Less w rw 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12
25 10 25'-5" 24'-111 22'-5" 30'-3" 28'-7" 26'-7" 34'-4" 32'-6" ii) -
12"
25 15 24'Y -22'-10" 21'-2" 28'-10" 27'-21, 25'V -32'-9" 30' 10" 28'-7" V36'-2" 34-31'-7"
0. C. F 30 10 24'-4" 23'-0" 21'-6" W-11" 27'-4" 25-6" 32'-10" 31'-V 29'-0" 36'-Y 34'-4" 32'-l"
Snow 30 15 23'-4" 22'-0" 20'-5" 27'-8" 26'-2" 24'-3" 31'-6" 29'-9" 27'-7" 34'-8" 32'-10" 30'-6"
115% 40 10 22'-2" 21'-3" 20"-0" 26'-4" 25'-3" 23'-10" 29'-11" 28'-8" 27'-1' 33'-0" 31'-8" 29'-11"
40 15 21'-9" 20'-7" 19'-3" 25-11" 24'-6" 22'-10" i 29'-5" 27'-10" 25'-11" 31'-5" 30'-9" 28'-8"
50 10 20'-6" 19'-8" 18'-8" 24'-4" 23'-4" 22'-2" 274' 26'-7" 26-2" 30'-2" 29'-4" 27'-10" 50
15 20'-6" 19'-6" 18'4' 24'-4" 23'-2" 2V-8" 274' 26'-4" 24'-8" 28'-11" 28'-5" 27'-3" 2-1 _
v 22 -4 2:
13 ',ki31 i'l 4 1 21
12, 2! 2, 0 '3 2} 2 25 10
2X-1" 21'-1 20'-4" 27'-5" 25'-11" 24'-l" 31'-2" 29'-5" 27'-5" 34'-1" 32'-6" 30'-3" 25 15
22'-0" 20'-8" 19'-2" 26'-1" 24'-7 22'-9" 29'-8" 27'-11" 25'-11" 31'-10" 3 0'- 11 28'-7" O'C'
30 10
22'-0" 20'-10" 19'-6" 26'-2" 24'- 9 23'-1" 29'-9" 28'-2" 26'-4" 31'-11" 31'-2" 29'-1'" Snow 30
15 21'-1" 19'-11" 18'-6" 25'-1'" 23'-8" 22'-0" 28'-1" 26'-11" 25'-0" i 30`-0" 29'-4" 27'-7" 115% 40
10 20'-0" 19'-3" 18'-2" 23'-10" 22'-10" 21 -7" 26'4' 26'-0" 24'-6" 28W " 28'-2" 27'-V 40 15
19'-911 18'-8" 17'-5" 23'-4" 22'-2" 20'-8" I 25'-5" 24'-11 " 23'-6" 27'-2" 26'-8" 26-11" 50 10
18'-6" 17'-9" 16'-11 " 22'-1 " 21'-2" 20--1" 24'-5" 24'-1"' 22'-10" 26"-1 " 25'-9" 26-3" 50 15
18'-6" 17'-8" 16'-6" 21'-5" 21'-0" 19 23'-5" 23'-0" 22'-4" 26-0" 24'-7" 24'-0" 2 2
25
10
21'-8" 20'-6" 19'-1" 25'-9" 24'-4" 22'-8" i 29'-1" 27'-8" 25'-9" 31'-1" 3676" 28'-5" 25 15
20'-8" 19'-5" 18'-0" 24'-6" 23'-1" 27'-2" 26'-3"" 24'-4" 29'-0" 28'-3" 26-11" 19.X.
2"
30
10
20'-8" 119'-7" W-W 24'-7" 23'-3" 21'-9" 27'-3" 20'-6" 24'_ 8" 29'-1 28'-7" 27'-4" O Snow
30
15 191-101, 181-9" 17'-5" i 23'-6" 22'-3" 20'-8" E 25'-7" 25'-0" 23'-6" 27'-5" 26'-9" 25-11 115% 40
10 18'-10" 18'-1 " 17'-1 " 22'-4" 21'-5" 20'-3" 24'-4" 24'-0"" 23'-0" 26'-1 " 25'-8" 25'-2" 40 15
18'-6" 17'-6" 16'-4" j 21'-3" 20'-10" 19'-5" 23'-2" 22'-9" 22'-1" 24'- 9 " 24'-4" 23'-8" 50 10
17'-5" 16'-8" 16-10" 20'-5" 19'-10" 18'-10" 22'-3" 22'-0" 21'-5" " 23'-9" 23'-6" 23'-1 60 15
17'-3" 16'-7" 16-13" 19'-7" 19'-3" 18'-5," 21'-4" 21'-0" 20'-6" 22'-10" 22'-2" 21'-2" iz) 21
2') 29
20 2, 25 1
Q 20'- V 17'-8" 23'-10" 22'-6" 21'-0*' 26'-0" 25'-6" 23'-10" i 27'-10" 27'-3" 26'-4" 25 15
191-11, 181-01, 16'-8" 22'-3" 21'-5" 19'-10" 24'-3" 23W" 22'-6" 25'-11" 25'-3" 24'-4" 24" 0c30
10
19*-
2" 18'-2" 16'-11' 22'-4" 21'-7" 20'-1" 24'-4" 23'-11" 22'-11" 26'-0" 25W" 24'-11" Snow 30 15
18'-4" 17'-4" 16'-11" 21"-0" 20"-6" 19'-11" 22'-10" 22'-4" 21'-7" E 24'-5" 23'-11" 23'-1"' 115% 40 10
17'-5" 16'-8" 15'-9" 20'-0" 191-81, 18'-9" 21'-9" 2 V- 5" 21'-0" j 23'-3" 22*-11" 22'-3" 40 16 16'-
9" 16'-2" 15'- 1 " 1 19'-0" 18'-7" 18'-0" 20'-8" 20'-4" 19'-3"' 2 V-7" 20'-9" 191-81, 50 10 16'-
1" 16-5" 14'-8" 18'-3" 18'-0" 17'-5" 19'-6" 19'-0" 18'-5" 1 W-1 V 19 -5" 18,-9" 50 15 L-
15,-5" 15'-2" 14'-4" i 17'-3'" 16'-8" 16-11" 17 11 r 17'-4"
16'-
6" 18'-3 17'-8" 16-10" Table values are
limited by shear, moment, total load deflection equal to L/
180 and live load deflection equal to L/240. Check the local building code
for other deflection limits that may apply. Table values represent
the most restrictive of simple Or Multiple span applications. Analyze
multiple span joists with the BC CALCII software if
the length of any span is less than half the length of an
adjacent span. Table values assume
minimum bearing lengths without web stiffeners for joist
depths of 16 inches and less. This table was
designed to apply to a broad range of applica- tions. It may
be possible to exceed the limitations of this table by analyzing a specific
application with the BC CALCI software, Slope roof joists
at least 1/4" over 12" to minimize pending. Allowable spans and
loads shall be adjusted and checked for wind load as
required by local building code.
Maxianuor ? clear span infeet eastnd inches, based on horizontal spans, CI
6Ci 2.C} eriBCIQ 90s 2,0 Series` 1l",
Flange Width 11'
l" BCI 60s 2.0 14" BCI 60s 2.Q 16" BCI 60s 2.0 11'f" BCI 90s 2.0 14" BGI® 90s 2,0 16' BC10s 2A Live pead
4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 Load , Load
or to to or to to or to to or to to or to to or to to psf] L
Jpsfj Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Loss 8/12 12/12 Less 8/12 12/12 Less 8/12 12112 7 77lizPPP
4.
i; 25 10
32 5 30 7 28 6 34 10 32' S" 40' 10 38 7 357 11 ' 3 1 ' 35 0 32 -7 42 C 39 8" 36 11 46 6 44' 0" 40'-11' 25 15
30'-11' 29'-1 "126'-11' 35-2" 33'-l" 30' 7" 38-11" 36'-8' 33'-11" 35-4" 33`-3" 30'-10"1 40 1" 37'-9' 34 11 ; 44-4" 41` 9" 38 8"' 1 c.
30
10
31' 0" 29 -4" 27'-4" 35'-3" 33'-4" 31"-1" 39 0" 36"-11 "i 34'-5' 35' 5" 33' 7" 31'-4' j 40'-2' 38'-0" 35 6 44 6" 42'-1' 39' 4" O Shaw30
15 29'-8" 28' 0" 26' 0" 33'-9 " 31' 10" 29' 7" 37 -5" 35'-3' 32'-9" 34' 0" 32' 1" 29'-9" 38'-6 ' X-C 33 9 "j 42 -8" 40' 3" 37'-4' 115% 40
10 28'-2" 2T 0" 25"-6" 32` 1" 30' 9" 29'-0" 35' 6" 34-1 " 32' 2" 32' 3" 30-11 29' 2" 36'-6' 35'-0' 33 1 40 6" 38`-10 36' 8" 40 15
27'-9" 26 3" 24'-6 31-7" 29 -10" VAT j 34`
11 " 33'-1 330 10' 31-9" 30 0 ' 28'-0 ' 36'-0 34 0'" 31 9 139 10 ' 37'-9 35 2" i 50 10
26 -1" 25 0" r 23'-9 29'-8" 28'-6"` 27 0 32' 11 31 "-8 29 -11" 9 -10" 28 8 " 2T 2 " 33'-10 32 5" 30 10 "3 37 6 35 -11 34 2" t 0 15
tt 26 1 24 10 23-3 29 8" 28 3" 28 5 32 11 31'-4 29 3" 29 10 28 6 26` 7 33 -10 32 3" 30 1 1378 35.8 33 5" j air ?<? '. 2 .. 3
25 10 29 -
4 ' 27 -9" 26-10 ' 33'-5" 31 -7" 29 -5 ' 37 -0 34 -11 " 32'-T' 33 -7' 31 -9" 29' 7 ! 38'-1 ' 36'-0" 33 -6" 42 -2 ' 39'-10 " 37'-1 25 15 28'
0" 26`-4' 24'-5' r31'-10' 30' 0" 27" 9" 35 -3 ' 33' 2 ' 30' 9" 32' 0" 30'-2 ' 27 -11' ! 36 -3 34' 2" 31 8 140 -2' 37'-10' 35"-9 ` o 30 10
28'-1" 26'-7 " 24'-10 " 31'-11' 30'-3" 28'-2" 35'-4"' 33'-6" 31'-3" 32'-l" 30'-5'" 28' 4 36'-4 34'-5'" 32' 2 .40 3" 38'-2" 364' Snow 30 15
26'-11" 25' 5" 23'-7 30'-7'" 28'-10" 26'-10'" 33'-11" 32'-0" ( 29'-8" 30'-9" 29 -0" 27' 0 34'-10 7 3T-11" 30J" 38 " 36'-5" 33'-10' 1 115% 40 10
26'-6" 24 6 " 23"-1 29'-0";27'-10' 26'4" 32 -2" 30'-10 29'-2" 29'-2" 28 -0" 26' 5 ' 133'-1 31'-9" 30 -0" ( 36 8" 35'-2 " 33'-Y 40 15 F
25` 1"
23
9' 22'-2't NJ" 2T 1" 25' 3"' 31 8" 30'-0 27'-11" 28'-9" 27' 2" 25' 4" 32'-7 30'-10' 28'-9" 36-1"" 34' 2" 31' 10' 50 10 2T-
7" 22 8" 21'-6" 26'-10" 26-9" 24'.6" 29 9 28'-7 " 27'-1" 27'-0" 25-11" 24' 7" 1 30"-7 29'-5" 27'-11" 33 11" 32'4" W-11"'I 50 15 23
7' 22 6 21.0 26 10 25 7'23 11 28 7 2T-8 26 5 27 0' 25 9 24' 1 30 7 29 T' 27 3" 11 32"-4 30-3'" i 4 i
jj 25
1027'-
7' 26 -1 ' 24'-3 31'-4" 29 -8" 27 -7" 34 9 32 -10 30 -7" 31-6' 29 -10' 27' 9 ; 35%9 " 33'-10 31 6' j 39 -7' 3T-5' 34'-1 ""j 25 15 26'
3" 24' 9" 22'-11 ' 29'-11 ' 28'-2' 26'-l" 33' 1 31 -2" 28'-11" 30'-1 ' 28' 4" 26 3 34'-1 32 l" 29 9 37' 9" 35'-7' 32'-11 1a .2 30
10 26'-4" 25'-0 ' 23'-4 30 -0" 28'-5" 26 6" 33 -2" 31'-5 29 -4 ' 30 -1 " 28"-7" 26' 8 g 34'-2 32 4 ' 30 2 j 37 10 ' 35'-10 ' 33 -6' Snow 30 15
25' 3"' 23 -10" 22'-2 28' 9 27'-l" 25-2" 31'-10" 30'-0 27 -11"28'-10" 27-3"' 25' 4 32'-9 30 11" 28 8' i 36 3 34'-3' 31'-10 115% 40 10 '`
24'-0" 23 0" 21'-9' 27'-3' 26'-2" 24 8" 30 2" 29'-0 27 4" 27 -F' 26 3 24'-10 1 31'-0 29 10 28 2 1 34 5 33'-0' 31-2" 1 40 15 23 -
7" 22 4" 20'-10' 26'-10 125'-5" 23 -8" 28 1 ' 27'-0 1 25 7" 26 -11" 25 6' 2T-10 130'-7 28 11" 27 0 i33 10' 32'-1 29'-11 "1 50 10 22'-
2" 21 3" 20'-3" 25'- " 24'-2" 3'-0`" 2 ' 10" 25"-3 24'-5" 2 4' 24'-4"' 2T 1 " 28'•8 27'-7" 6'-2" 31 10" 30'-7 " 29'-1' 5 15 2
21 2 19 d 23 ' 23 0"' 21 11 t 23 9 23 =} 21 11 ' 25 4' 4 2 2 7 28" 27 5' 25 73 8 28 8 27 -5 w 2, rt
k
o < .`'. 1 25 10
25
6" 24 2 '22'w6 , 29'-0' 27 6" 25 7 32 -2 ' TO-- 28 -4" 29 2" 27' 7" 25 9 33'-1 31 4" 29'-2' ! 36 -8" 34 -8' 32'-4' 25 15 24 -
4" 22 -11 21'-3' 27'-8' 26 -l" 24 -2" 30 -8" 28'-11 26 -9" 27 -10" 26'-3" 24 4 ;, 31'-6 29'-9" 27 6" 34 -11' 32'-11" 30 -6' 24 30 10
24 -5" 23 1 " 21--7 27'-9" 26 3" 24' 6` 30' 9" 29'-1 27 Z' 27 -11" 26 -5" 24 -8 1 31'4 29 11" 28 0" € 35 0 ' 33 -2 31' 0" Snow 30 15
23 -4" 22 l" 20'-6 " 26%7' 25 -l" 23'-4" 27 4" 26'-1 24 5" 26 -9" 25 -3" 23' 5" 30'-3 28 7" 26 7"133 7 31'-8 29'-5' 115`3'0
40 10 22'-2" 21 -3" 20'-1 24"-9" 24'-1" 22'-10' 24 -9" 24'-1 2T-1" 25'4' 24'-4" 23 -0" 28'-8 27`a7" 26 -1" 30 -11"` 30'-0 " 28'-10" 40 15 21"-
10" 20 8" 19'-3 22'-5' 21'-6" 20'-5" 22 5" 21'-6 20"-5" 24"-11" 23'-7" 22 0" i 27'-9 26'-8 25 0" 28 0" 26'-11" 25'-6" 50 10 20
6 19 8 18 9 ,20 8 20 " 2 19 6' 20 8 20'-2 19.6" 23 5 22 6 21 5 25 i 24 11 24 1 25 9 26'-2 24 4'; 601. 19 w ..
1eL 9
40
18 4 Y--' . -T--'Q 7 F"` 23..... m 40 11 23 6' 22 9 21 8 8 11Y 21 10
Roof Load Tables
Allowable Uniform Roof Load
in pounds per lineal foot [PLF])
use of these t.'ibles shoLild be 1knited to roof slopes of 3""' per loot or le ss, For
steeper slopes, see pages 15,18. BCIO
4500s 1.5 Series 1%"
Flange Width 91/
2" BCIO 4500s 1.8 11 %" BC10 4500s 1.8 14" BC1841 16" BCIO 4500s 1.8 Total
Load Deflect. Total Load Deflect. I Total Load Defilect.-L Total Load Deflect. Non-
Non- I Non- Non - Span
Snow Snow I Snow Snow I Snow Snow I Snow Snow Length
115% 50/4) L/240 1 1 1§5!/J. 5 9/6 L/240 [5 1 ? 5 916L L/40 59/6 5!/.l L/240 6
315 343 1 338 367 1 353 383 356 387 7
270 294 1 I
i 289
315 302 329 1
305
332 8
236 257 I
264
287 253275 - i 267 290 9
210 228 1 225 245 235 255 - 1 237 258 10
189 205 202 220 211 230 - j 214 232 11
172 187 184 200 192 209 - 194 211 12
147 160 169 183 A 176 191 - j 178 193 13
125 136 156 169 162 177 - 164 179 14
108 118 107 1 139 151 151 164 - 152 166 15
94 102 88 t 121 131 m 141 153 - 142 155 16
83 90 73 106 115 m 126 137 - 133 145 17
73 80 61 94 102 ill 121 - 1 125 136 18
65 67 51 1 84 91 - 1 99 108 - 113 123 19
58 58 44 1 75 82 73 1 89 97 - 102 ill 20
49 49 38 1 68 74 63 1 80 87 - 92 100 21
43 43 33 1 61 67 54 1 73 79 - 83 90 22
56 61 47 1 66 72 - 76 82 23
51 54 42 61 66 - 69 75 24
r 47 48 37 56 60 54 64 69 25
43 43 32 51 56 48 1 59 64 26
j 47 51 42 1 54 59 27
E 44 48 38 1 50 54 28
j 41 44 34 1 47 51 46 29
f 43 47 41 30
40 44 37 Total
Load values are limited by shear, moment,
or deflection equal to L/1 80, Deflection
values (Deflect.) are limited by
live load deflection equal to L/240. Check
the local building code for other deflection
limits that may apply. Both
the Total Load and Deflection columns
must be checked. Where a Deflection
value is not shown, the Total Load
value will control. Table
values apply to either simple or multiple
span joists. Span is measured center
to center of the minimum required
bearing length. Analyze multiple
span joists with the BC CALCO software
if the length of any span is less
than half the length of an adjacent span.
Slope
roof joists at least V4 inch over 12
inches to minimize pending. Table
values assume minimum bearing lengths
without web stiffeners for joist depths
of 16 inches and less. This
table was designed to apply to a
broad range of applications. It may be
possible to exceed the limitations of
this table by analyzing a specific application
with the BC CALC6 software.
Allowable
spans and loads shall be adjusted
and checked for wind load as required
by local building code.
Allowable n m Roof Load
in pounds per lineal foot [PLF])
2 r : 4 tablesUseyy..leis sy.O I?';` b ; limitedd to of slopes of ,.' `'r footless. 1 Il.l Me;v.,+ i...` ' ..+ x.d roofl.J 1`.e per *...i S,J E. w 4, m?.
r steeper L€ slopes, see pages 1 -1 8,
BCIO 5000s 1.8 Series
Flange Width
a" BCIO 5000s 1.8 117%," BC1I 5000s 1.8 14" BCIO 5000s 1.8
Total Load Deflect. I Total Load Deflect Total Land Deflect.
Span
Length
Snow Non -Snow
L/240 I
Snow Non -Snow
115°la 1250,, L/240
Snow
I 115°l
Non -Snow
125°lo L1240115°Fo 1250o
6 315 343 338 367 353 383
7 270 294 E 289 315 - I 302 329
8 236 257 1 253 275 - 264 287
9 210 228 1 225 245 235 255
10 189 205 202 220 211 230
11 172 187 184 200 - 192 209
12 157 171 169 183 - 176 191
13 145 158 156 169 - 162 177
14 125 136 120 I 144 157 151 164
15 109 118 98 135 147 141 153
16 95 104 81 1 122 133 132 143
17 85 89 68 1 108 118 124 135
18 75 76 58 96 105 - 114 124
19 65 65 49 87 94 82 103 112
20 56 56 42 78 85 71 93 101
21 48 48 37 l 71 77 61 84 91
22 42 42 32 l 64 70 54 76 83
23 59 62 47 1 70 76 68
24 1 54 54 41 64 70 60
25 48 48 37 59 64 54
26 1 43 43 33 z 5 59 48
27 51 55 43
4 47 50 38
Roof LoadTables
Allowable Uniform Roof Load
in pounds per lineal foot [PLF])
Use of these tables shorild be linnited to roof slopes of 3`4'," per foot or less.
For steeper slopes, see pages 15-18.
BCIO 6000s 1.8 Series
2 5/1 r," Flange Width
91/2" BCIO 6000s 1,8 ill/." BC10 6000s 1.8 14" BCIII 6000s 18 1 16" BCIO 6000s 1,8 Total
Load Deflect. Total Load Deflect. Total Load Deflect. I Total Load Deflect, Non-
Non- Non- Non - Span
Snow Snow Snow Snow Snow Snow Snow Snow Length
L/240 l 15 lj O/. 25 61 L/240 1,(115%) 1 L/240 6
360 392 375 408 390 424 398 432 7
309 336 322 350 334 364 341 371 8
270 294 281 306 293 318 298 324 9
240 261 1 250 272 260 283 1 265 288 10
216 235 1 225 245 234 254 1 238 259 11
196 213 204 222 213 231 I
1
217 236 12
180 196 187 204 195 212 1 199 216 13
166 180 173 188 4 180 196 1 183 199 14
145 158 135 1 161 175 167 182 170 1185 15
126 137 111 1
1
150 163 156 169 j 159 173 16
ill 121 92 140 153 a 146 159 149 162 17
98 101 78 126 137 137 149 f 140 152 18
86 86 66 112 122 108 1 130 141 132 144 19
74 74 56 101 110 92 1 120 130 125 136 20
63 63 48 1 91 99 80 1 108 117 1
119
1129 21
55 55 42 I
83
90 69 98 107 112 122 22
48 48 36 75 79 60 1 89 97 88 102 ill 23
42 42 32 69 70 I
53
1 82 89 r8 193 101 24
61 61 47 75 81 68 86 93 25
54 54 42 1 69 75 1
61
79 86 26
49 49 37 64 69 54 73 79 1
2743433359634867 73 65 28
I 55 57 4463 68 58 Total
Load values are limited by shear, moment,
or deflection equal to L/180. Deflection
values (Deflect,) are limited by live
load deflection equal to L/240. Check the
local building code for other deflection limits
that may apply. Both
the Total Load and Deflection columns must
be checked. Where a Deflection value
is not shown, the Total Load value will
control. Table
values apply to either simple or multiple
span joists. Span is measured center
to center of the minimum required bearing
length. Analyze multiple span joists
with the BC CALC" software if the length
of any span is less than half the length
of an adjacent span. Slope
roof joists at least '14 inch over 12
inches to minimize pending. Table
values assume minimum bearing lengths
without web stiffeners for joist depths
of 16 inches and less. This
table was designed to apply to a broad range
of applications. It may be possible to
exceed the limitations of this table by analyzing
a specific application with the Be CALCO
software, Allowable
spans and loads shall be adjusted
and checked for wind load as required
by local building code.
Allowable Uniform Roof Load
n pounds per linealfoot
Use of these tables should be limited to roof slopes of per foot or ies
e..
For steeper slopes, see pages 15-18,
w.,.., T„
BCIO 6 b! 6.d 0s 1.8 Series
29/16" Flange Width
91/ BCIO 6500s 1.8 l l% BCIO 6500s 1,8 500s 1.8 16" BCIO 6500s 1.8
Total Load Deflect Total load Deflect. Total Load Deflect. Total Load Deflect.
Nona Non- Non- Non -
Span Snow Snow Snow Snow Snow Snow Snow Snow
Lent 11240. 115°t4..:_
4_.
125°10__._ L1240...i115°l0 t/240_.. 115°la. 125°l_.,.._._ Lt240
6
w._.(
i25°a)_.
360 392
s-.m..
375
125°1Q .....
a..
408 - 390 424 398 432
7 309 336 322 350 - 334 364 341 371
8 270 294 1 281 306 - 293 318 a 298 324
9 240 261 250 272 - 260 283 265 288
10 216 235 225 245 - 234 254 a 238 259
11 196 213 204 222 - 1 213 231 217 236
12 180 196 187 204 - 195 212 199 216 j
13 166 180 1 173 188 - 180 196 183 199
14 154 168 147 161 175 - 167 182 170 185
15
16
140
123
152
132
121
101
150
140
163 - 156 169
153 - t 146 159
159
149
173
162
17 109 111 85 132 144 - 137 149 140 152
18 94 94 72 125 135 118 130 141 132 144
19 80 80 61 112 122 101 123 134 125 136
20 69 69 53 101 110 87 117 127 119 129
21 60 60 46 j 91 99 76 1 108 118 113 123
22 52 52 40 83 87 66 99 107 96 108 118
23 46 46 35 76 76 58 90 98 84 103 112
24 41 41 31 67 67 51 83 90 74 95 103
25 i 60 60 45 76 83 66 87 95
26
i
53 53 40 71 77 59 81 88 79
27 47 47 36 65 69 53 75 81 71
28 43 43 32 61 62 47 69 76 63
29 56 56 43 65 70 57
30 51 51 39 60 66 52
31 46 46 35 57 62 47
32 i 42 42 32 53 56 43
33 1 50 51 39
34 47 47 36
343 33
Roof Load Tables
Allowable Uniform Roof Load
in pounds per lineal foot [PLF])
0
I ' 4 0 .
1
Use of these tables shOUld be limited to roof slopes of 3, " per foot or less.
For steeper slopes, see pages 155-18,
BCIO 60s 2.0 Series BCIO 90s 2.0 Series;
25/16" Flange Width 31/2" Flange Width
1 _17/_s"__B__C_' —106-0-s-, _201 -1 _4" B--,C- 1-0 6-,0--s 2.9 1116" BC18 60s 2.0 11M." BCIO 90s 2,01 14" BCIO 90s 2.0 116" 13C11 90s 2.0
tI
Non- i Non- Non- Non- Non- Non -
Span Snow Snow Snow Snow Snow Snow Snow Snow Snow Snow Snow Snow
Length....
6
tl5l.,125U,--LJ2,40-- _1a4Q_.,jttMV25%"_24Q
449 - 413 449 - 413 449 .., 41; 507 551 510 555 514 559
7 354 385 354 385 354 j 385 1 434 472 437 476 441 479
8 309 336 309 336 309 1 336 1 380 413 383 416 385 419 -
9 275 299 275 299 275 1 299 1 338 367 340 370 343 372 -
10 247 i 269 247 269 247 269 304 330 306 333 308 335 -
11 1225 1 245 225 245 225 245 276 300 278 302 280 305 -
12 206 1 224 206 224 206 224 i 253 275 255 277 1257 279 -
13 190 207 190 207 190 207 234 254 235 256 237 258
14 177 1 192 177 192 j 177 192 217 236 218 238 220 239 -
15 165 179 65 1 179 1 165 179 202 220 204 222 205 223 -
16 154 168 154 168 154 168 1 190 206 191 208 192 209
17 145 158 145 j 158 145 158 178 194 w 180 196 181 197
18 137 149 137 j 149 137 149 169 183 170 185 171 186
19 130 1 141 123 130 141 130 1 141 160 174 161 175 162 176
20 123 1 134 106 123 134 123 1 134 152 165 153 166 154 167
21 1 118 1 121 92 118 128 1 1118 128 144 157 134 145 158 147 159
22 106 106 81 112 122 112 122 138 150 118 139 151 140 152
23 93 93 71 107 117 103 107 1 117 132 136 104 133 144 134 145
24 82 82 63 103 112 I 91 1 103 112 120 120 92 127 138 128 139
25 73 73 56 99 106 81 99 E 107 107 107 82 122 133 117
t
123 134
26 65 65 50 94 94 72 95 i 103 96 96 73 117 128 104 y 118 129
27 58 58 44 85 85 65 91 99 87 86 86 65 113 123 94 3114 124
28 j 52 52 40 76 76 58 88 1 96 78 77 77 59 109 110 84 110 119
29 47 47 36 69 69 52 85 1 92 71 70 70 53 100 100 76 106 115 102
30 43 1 43 32 62 62 47 82 84 64 63 63 48 91 91 69 102 111 93
31 56 56 43 76 76 58 57 57 44 82 82 63 j 99 108 85
32 51 51 39 69 1 69 53 52 52 40 75 75 57 96 101 77
33 47 47 36 63 63 48 48 48 36 69 69 52 92 92 71
34 43 43 33 58 58 j 44 44 44 33 63 63 48 85 85 65
35 53 53 41 40 40 31 58 58 44 78 78 59
Total Load values are limited by shear,
moment, or deflection equal to L/180,
Deflection values (Deflect.) are limited by
live load deflection equal to L/240. Check
the local building code for other deflection
limits that may apply.
Both the Total Load and Deflection
columns must be checked. Where a
Deflection value is not shown, the Total
Load value will control.
Table values apply to either simple or
multiple span joists. Span is measured
center to center of the minimum required
bearing length. Analyze Multiple span
joists with the BC CALCO software if the
length of any span is less than half the
length of an adjacent span.
Slope roof joists at least 114 inch over
12 inches to minimize pending.
Table values assume minimum bearing
lengths without web stiffeners for joist
depths of 16 inches and less.
This table was designed to apply to a
broad range of applications. It may be
possible to exceed the limitations of this
table by analyzing a specific application
with the BC CALCO software.
Allowable spans and loads shall be
adjusted and checked for wind load as
required by local building code,
End Reaction fibs) Intermediate Reaction [lbs]
ppID Joist
Depth We' ht Moment El x 106 K x 101, Shear 1W Bearing 3W Bearing TV' Bearing 51W' Bearing Series [
inches] pl I 21 fft-lbs] [lb -in [lbs] 5,
Ibs]
No WSO) WS 2 1125
111No
WSJ WSO No WSM WS 2 No WSO) WS(2) 91/
2 21 2360 155 1 1475 950 1125 12751 2100 2350 2525 2750 4500s
11% 2.4 3025 260 6 1625 950 1425 1425 1475 1 2250 2850 2525 3000 1.
8 14 23 3585 380 8 1825 950 1525 1450 1725 2350 3050 2525 3200 16
1 3,0 4090 515 1 9 1975 950 1625 1475 1975 2400 3200 2525 3350 T
9X Z3 2725 175 1 5 1475 950 1125 1125 1275 2100 2350 2525 2750 5000s
11 V. 2.6 3485 1 295 6 1625 950 1425 1425 1475 2250 2850 2525 3000 1.
8 14 29 i
1
4130 1 430 8 1825 950 1 1525 1475 1725 1 2350 3050 2525 3200 80
9 1975 950 1625 1500 1975 1 2400 3200 2525 3350 91/
2 2.5 3165 1 200 5 i 1575 1175 1375 1375 1425 2400 2650 2700 2750 6000s
111/8 2,8 4060 335 6 1675 1175 11425 1425 1475 1 2500 2850 2900 3000 1.
8 14 31 1 4815 490 8 1 1925 1175 1525 1525 1725 E2600 3150 2925 3200 16
3.3 5495 660 9 2175 1175 1625 1550 1975 1 2650 3350 2950 3350 91/
2 1 2.7 3505 220 3 5 1575 1175 1375 M
1375
rn
1425
1 2400 2650 2700 2750 mj 6500s
111/a 3,0 4495 365 i 7 1675 1175 1 1425 1425 1475 1 2500 2850 2900 3000 1,
8 14 3,3 i 5330 j 535 8 i 1925 1175 1 1525 1525 1725 1 i
2600
3150 2925 3200 16
15 6085 720 9 2175 1175 1
1625
1550 1975 1 2650 3350 2950 3350 i
ill/.
1 3.2 6235 450 7 1675 1175 1425 1425 1475 1 2750 2850 3200 3250 60s
1
14 1 3.5 7440 660 8 1925 1175 1525 1525 1725 2750 3450 3200 3650 2,
0 1 1 16
1 3,8 8520 895 1 9 2175 1175 1625 1550 1975 2750 3650 3200 3750 4.
3 9550 675 7 2150 1425 1850 1 1950 1 3375 3700 4000 4350 90S
14 46 11390 1 980 8 11 2350 14,50 1 1950
1850
2150 3400 3850 4100 4450 2.0
16 4.
9 113050 1 , 1330 9 1 2550 1475 2150 1900 2350 3425 4000 4200 4650 NO I
IF"' S 1) No
web stiffeners required. 2) Web
stiffeners required. Moment, shear
and reaction values based upon a load duration of 100% and may
be adjusted for other load durations. Design values
listed are applicable for Allowable Stress Design (ASD). No additional
repetitive member increase allowed. EVAL-UA
FION REPO RT ICC ESR
1336 (113C, IRC) A 514T +
it,
12 384 El
K A = deflection [
in] w = uniform
load [lb/in] I = clear
span [in] f I =
bending stiffness [lb-in2] K = shear
deformation coefficient [lb] B%_10_
1 C',losest Allowable Nail Spacing All BC10
Joists Nmling to
31,1ule
L!ne 'Ahde Face1 AM" Nail
Size § d Box (
0.113"o x 2,5") 2 1 8d Common (
0.131'o x 2.5") E 2 10d & 12d
Box (0,128"o x 3", 125) 2 16d Box (
0.135o x 3,5") 1 2 10d & 12d
Common & 3 2
16d Sinker (
0.1 48"o x T, 3,25") 16d C
BCI" Diar)
hracir- "Table BCI Seriea
6h bl'a ckod" 4500s,5000s
As permitted for 2x framing in building
code 6000s,6500s
As permitted for 3x framing in building
code 60s90s As
permitted for 3x framing in building code
H 320 lb/
ft
for 6" o.c. nailing @ panel edges 425 lb/ft
for 4" o.c. nailing. staggered, @ panel edge! 360 lb/ft
for 6" o.c. nailing @ panel edges 480 lb/ft
for 4" o.c. nailing, staggered @ panel edges As permitted for
3x framing in building code with nail spacing no closer
than 3" o.c. If more than
one row of nails is used,
the rows must be offset
at least X inch, Simpson
Strong -Tie
A35 connectors may
be attached to
the side of BCI'
60s & 90s joist flanges only.
Use nails as specified
by Simpson Strong -Tie,
do not attach connectors
on both sides
of a flange at the
same location. N () T
F
S 1) See table
6 of ICC ESR 1336, 2) 13Cl joists
may be substituted for solid sawn framing in horizontal wood
diaphragms as shown in Table 2306,3.1
of the IBC or Table 23-11-H of the UBC. 3) Diaphragm nailing
shall not exceed BCI closest allowable nail spacing
limits,
E
r-lis3oise Cascade Rimboard
Boise Cascade Rimboard Product Profiles
IN
Whir
117/811
3,j
14"
s
16"
11HI
1 , , , 1 1 its" 1 1 '/16" 1 3/4 "
BC RIM BC RIM VERSA-LAMO VERSA -LAMS'
BOARDO CUSS BOARDO* 1 A 1800 * 2.0 3100
Product rnay not be wvailarale, Check with supplier or Boise Cascade representative for availability.
Perpendicular Z Parallel 40 1,6' did through bolts (ASTM A307 Grades A&B, SAE
Exterior Wall Sheathing ZIJ429 Grades 1 or 2, or higher with washers and nuts)
See chart for vertical load capacity. See chart for vertical load capacity. Max. thickness 1 or r6' dia tag %crews (full penetration), staggered
BCI,',,'AJS'
i
Joists Min. connection for 40/10 lot deck loading
1. Deck Joist Length ConnectiontarorPerenlic"
parallel0 rim 12,0' & less 2 rows 54' holt or lag screw,
24' ox. (300 pit max.) if 121-11— 181-01 2 1 Nor %' bolt or lags a.,
1 67r. (450 pit max.}
Note:
For snow loads greater than 40 list, andior dead loads greater
than 10 per size connection per max pit values shown above,
a "an
Poo
BOISE CASCADEV Rimboard
Niiei ilia.otes:.
Design of moisture control by others (only Structural components shown above).
For information on deck lateral load connections to meet the 2009/2012 IRC, contact Boise
Cascade EWP Engineering.
Min 8d nails at 6" ox per IRC. Min. 8d nails at 6" o.c. per IRC. For use of proprietary screws to attach ledger, consult screw manufacturer heraturer
Connection per design professional of Connection per design professional of For further information on residential deck design, see AWC DCA 6, Prescriptive
record's specification for shear transfer, t record's specification for shear transfer. Residential Wood Deck Construction Guide
Boise Cascade Rimboard Properties
Vertical Load
Capacity
Allowable Design Values
Compression
Maximum Floor Diaphragm Modulus of Horizontal Perpendicular
i Uniform Point Lateral Capacity Flexural Stress i Elasticity Shear to Grain
Product n [lb/in'l
V BC RIM BOARDO(27
1BC RIM BOARD" OS13 i?) 3300
3500 180 Limited span capabilities, see note 2 11/
8" BC RIM BOARD' OSB (2) 4400 3500 180 Limited span capabilities, see note 2 VN"
VERSA -LAM" 1.41800 13000 4450 Permitted per buildin code for all nominal 2"
thick framing code
diaphragms
1800
1,400,000 225 525 Permitted
per building code for all nominal 1"/4' VERSA -LAMB 2.0 3100 5700 4300 3100 2,000,000 285 750 2"
thick framing floor diaphragms Product
Notes
Closest
Allowable Nail Spacing - - ---- ------- ---- ----- - ------- 1 See ICC ESR 1040 for further 2)
r ' I -
1-
Afal"n V/ -LAM01 NarrowFace [in) 1 BC RIM BOARDS 1Ya"BCRIM V/4' VERSA 4" VERSA pro
information, 1"
BC RIM BOARD' P,j BOARD11OSB(2 1.4 1800 2.031000) duct
11111-
1-11 . . . ..... 2,
See Performance Rated 8d
Box (0. 1 13"o x 2 5")i 3 3 3 3 Rim
Boards, APA EWS 8d
Common (0.131"o x 2.5") 3 3 3 3 #W345K for further product 10d &
12d Box (0.128"o x 3", 3,25") 3 3 information,
16d
Box (0.135"o x 3,5") 3 3 See
publication in note 2 for 10d &
12d Common & Ifurther nailing information, 4 4 16d
Sinker (0.148o x 3", 3,25") 16d
Common (01162"o x 3 F), 6 6
d U CtLAWPic, " An
IntrodLiction to VERSA-LAW9 Products When
you specify VERSA-LAMO laminated veneer headers/
beams, you are building quality into your design.
They are excellent as floor and roof framing supports
or as headers for doors, windows and garage doors
and columns. Because
they have no camber, VERSA-LAMO LVL
products provide flatter, quieter floors, and consequently,
the builder can expect happier customers
with significantly fewer call backs. VERSA -
LAW Beam Architectural Specifications S
co p,, e, This work includes the complete furnishing
and installation of all VERSA- LAMO
beams as shown on the drawings, herein
specified and necessary to com- plete
the work. materlais
Southern Pine or Douglas fir
veneers, laminated in a press with all
grain parallel with the length of the member.
Glues used in lamination are phenol
formaldehyde and isocyanate exterior -
type adhesives which comply with ASTM
D2559. Dosign
VERSA -LAMS' beams shall be sized
and detailed to fit the dimensions and
loads indicated on the plans. All designs
shall be in accordance with allow- able
values developed in accordance with ASTM
D5456 and listed in the governing code
evaluation service's report and section
properties based upon standard engineering
principles. Verification of design
of the VERSA-LAMO beams by complete
calculations shall be available upon
request. D
wrows Additional drawings showing
layout and detail necessary for
determining fit and placement in the buildings
are (are not) to be provided by the
supplier. Fabric,
ation VERSA-LAMO beams shall
be manufactured in a plant evaluated
for fabrication by the governing code
evaluation service and under the supervision
of a third -party inspection agency
listed by the corresponding evaluation
service. Storagc,,
and instafflation: VERSA -LAM' beams,
if stored prior to erection, shall be stored
on stickers spaced a maximum of 15
ft. apart. Beams shall be stored on a dry,
level surface and protected from the weather.
They shall be handled with care so
they are not damaged. VERSA -
LAM" beams are to be installed in
accordance with the plans and Boise Cascade
EWP's Installation Guide. Temporary
construction loads which cause
stresses beyond design limits are
not permitted. Erection bracing shall be
provided to assure adequate lateral support
for the individual beams and the entire
system until the sheathing material has
been applied. Codes
VERSA -LAM' beams shall be
evaluated by a model code evaluation service.
Allowable
Holes in VERSA -LAW Beams See
Note 3 Notes
1.
Square and rectangular holes are not permitted. 2.
Round holes may be drilled or Cut with a hole saw anywhere
within the shaded area of the beam. 3.
The horizontal distance between adjacent holes must be at
least two times the size of the larger hole. 4.
Do not drill more than three access holes in any four foot
long section of beam. 5.
The maximum round hole diameter permitted is: r. . ........ —-------- — - — - ----------
Beam
Depth Max. Hole Diameter 71/
4" 2'
91/." and greater 1/
3 Depth 1/
Depth Y,
1/a Span 1/3 Span End
Bearing Intermediate Bearing 6.
These limitations apply to holes drilled for plumbing or wiring access
only. The size and location of holes drilled for fasteners are governed
by the provisions of the National Design Specificatiooll for Wood
Construction. 7.
Beams deflect under load. Size holes to provide clearance where required.
8.
This hole chart is valid for beams supporting uniform load only. For
beams supporting concentrated loads or for beams with larger holes,
contact Boise Cascade EWP Engineering.
VERSA - 0 Bea
Bearing at concretelmasonry walls
Provide
moisture barrier and I/Y' air
lateral restraint space
at bearing. required
I between
7 concrete
and wood
tf
Bearing for door or window header
Strap per code if top plate is
not continuous over header.
M111 Trimmers
Slope seat cut
I "I I Bevel cut
Sloped seat cut.
Not to exceed
inside face
of bearing.
DO NOT bevel cut VERSA -LAM.
beyond inside face of wall
without approval from
Blocking not 1 01 Boise Cascade EWE EngineeringiTsfororclarity. I or BC CALCO software analysis. rAW_
711 Minimum
of %" air space between beam and wall pocket or adequate barrier must be provided
between beam and concretelmasonry. Adequate
bearing shall be provided. If not shown on plans, please refer to load tables in your
region's Specifier Guide, Beam
to beam connector Verify
hanger capacity
with hanger
c
manufaturerG
Beam
to concretelmasonry walls Wood
top plate must be flush With
inside of wall Hanger
M
ture barrier between concrete
and wood Bearing
at column VERSA -
LAM' column --
Column
connector pardesign
professional
rofessionalo
f record oftooBearing
framing into wall Strap
per code if top
plate is not continuous
E
VERSA -
LAM" beams are intended for interior applications only and should be kept as dry as
possible during construction, Continuous
lateral support of top of beam shall be provided (side or top bearing framing}. Multiple
Member Connecnam torsM
MaximumUniform Side Load (pit) a
X
Nailed
Dia. Throup Bolt TU"
ti - 0 ro
h r
it
c
a C 'P a
rows 6 '
c isredD
staggered
ga h
2
I
T r.
@ 122rS
a @ 12 a
an
Aac s ggP a
@ raw 0
c 6 " 0 c 24 0 c 0 c a
col stag ere are red t d staggered N
b --------- ----- r 2oWE _i-6dt 2 0
c r
f
we
13 ` ama' 2 rows l6dt . .... . ..... ..... 6'dr, --- ---- ---- of
rows
1 I rows} ' wsrows rows rows I rows @ 1 2 M
mike '
1 24 ISinkers@!Sinkers @1 24" o.c. 12" o.c. @ 6" o.c 24" o.c. 12" o.c. 6" o.c. L
1 Members12" o,c, 12" a. stag d to dl a re ' t4ijaered I i
A1 (
Depths
sof 1 8 " and J.") Msragge_
of J'sto eu 941 a ggstztigainueI%"
VERSA -LAM" (Depths of 18" and less) 610-
02 0 _6 0 1 2 2245 24707055051010202056011202245 3
2) 35 0 525 375 755 1515 420 840 1685 4
31 use bolt schedule 335 670 1345 370 745 1495 X"
VERSA -LAM" 3v, VE -LAM" 2'
11 use bolt schedule 855 1715 N/A 1125 2250 N/A 1%"
VERSA-LAM- (Depths 24r") Cria.
Through Bailin) I %" Dia. Through Bolt"' NumberL __
t . ......... -- --------- ------------- ---- iof
R rows_i6d14__r ows""16chl 3 rows @ I 3 rows t 3 rows @ 1 3 rows @ 13 rows lg,F3rows -e Members
iSinkers @lSinkers @124" o.c. 8"!, 18" o.c. 6"112" o.c. 4"124" o.c. 8"; 18" o.c 6'*1112"o.c 4" gg
r C15 tqqaerost 1to _rea 2
705 940 755 1010 1515 840 1120 1 1685 3
12= 525 705 565 755 1135 630 840 1260 4
141 use bolt schedule 505 670 1010 560 745 1120 1.
Design values apply to common The distance from the edge of the 3 16d box nails 0.135'diameter x bolts
that conform to ANSUASME beam to the bolt holes must be at 3,5' length, 16d sinker nails = 0 148' standard
818 21-1981 (ASTM A307 least 2'for'-.' bolts and 2Yi'for 1' diameter x 3 25' length Grades
A&B, SAE J42 Grades I bolts, Bolt holes shall be the same 4 7'wide beams must be top -loaded or
2, or higher) Awasher not less diameter as the holt or loaded from both sides lesser than a
standard cut washer shall be 2, The nail schedules shown apply to side shall be no less than of between the
wood and the bolt head both sides of a 3-member beam opposite side), and between
the wood and the nut 1 The
nail schedules shown apply to and by 25% for non -snow load roofs 7 Connection values are based upon both sides
of a 3-member seem whens the building code allows the 2012 NDS 2, 16d
box nails = 0 135'dtameter x 5. Use allowable load tables or BC S. Forsterrillfaster TrussLok, rnSimpson do
3 5'Iength, 16d sinker nails - 0,148' CALCI software to size beams. Strong -Tie SDW or SDS, an USP diameter x 3
25' length 6 An equivalent specific gravity of WS screws may also be used to 3 Beams wider
than 7' must be 0,5 may be used when designing connect multiple naimbar VERSA - designed by the
engineer of recond specific connections Cascade EWE' Engineering for with LAAC beamscontactBoise4, All values
in these tables may be VERSA-LAMQ increased by 15%
for snow -bad roofs further information. Designing
Connections for
MUltiple VERSA -LAM"
Members When using multiple
ply VERSA -LAM" beams to create a wider member, the connection
of the plies is as critical as determining the beam size. When
side loaded beams are not connected properly, the inside plies
do not support their share of the load and thus the load -carrying capacity
of the full member decreases significantly. The following is
an example of how to size and connect a multiple -ply VERSA -LAM® floor
beam, wen B'ealn
snown ow,s skq)Po1'11nq ieldemt0ll flOoi )' 4,,,', psf,we
oad 10 psf deau oad, ams rive , }:'re 3' B Bear, c.ep0%
simto .o Hangers not shown for
clarity 1 -,14'
4MIJS "'PIC
p, opez "'
Q11 .ec":() sch-d'u'u, 1. Calculate the tributary
width that beam is supporting: 2, Use PLF tables
on pages 28-30 of ESG or BC CALCs, to size beam. 4 Oe 'V
1-
M2aoml,alQly vc, 3.
Calculate the maximum
pit load from one side the right side in
this case). M,3\ S,(a
0r,10 2I 4t,5i 4, Go to the Multiple Member
Connection Table, Side -Loaded Applications, 11/." VERSA -LAM". 3 members
5. The proper connection schedule must
have a capacity greater than the max. side load na-
etut ,oe,,,j
0) 3100 . C. 1 % Load Duration)
Top Figure Allowable Total Load [pit]
KEY TO TABLE Middle Figure Allowable Live Load [pit]
Bottom Figures - Minimum Required Bearing Length at End / Intermediate Supports inches]
fgym!
1l' VERSALAMS 2.0 31G0 Double Ply 1% VERSA -LAM' 2.0 3100 or Triple Ply 1`f VERSA -LAM'' 2.0 3100 or Quadruple Ply l%" VERSA -LAM" 2,0 3100 or
Span , 3%:"VERSA-LAM 20 3100 5la" VERSA -LAM 2.0 31 00 7' VERSA -LAM 2.0 3100
ft]
7 9'l" 11%11 14" 7'/4" 91/i" 11T1e" 14" 16" 18" 24" 9%" 11'/." 14" 16" 18" 20" 24" 11l" 14'" 16" 18" 20" 24"
763 1063 1424 1795 1525 2126 2849 3590 4387 5232 5226 3189 4273 5384 6580 7848 7845 7838 ! 5697 7179 8773 10463 10459 10451
6 762 1525
E18t44 24t61 3.3t824,V10 `1.8144 24i61 3,318,241if0.3 51126 6't5 6195 24.fii 33 82411103 5 126 6t15 6 15 6/15 33l82411103 51126 6115 6115 6115
479 746 979 1207 957
1
1492 1957 2414 2886 3402 3913 2237
gym. , "1"_ .
2936 3622 4328 5103 5876 5870 3914 4829 5771 6803 7834 7826
8 j 322 724 643 1447 21711 i
15/37 23157 3175 37/93 1,5137 23t57 3t75 37193441111 52/13 6/15 i23/57 3/75 37/U44/111 52113 6f15 6/15 3175 37t9344t111 52113 6t15 6/15
243 551 745 909 487 1102 1489 1817 2148 2502 3126 1653 2234 2726 3222 3753 4322 4688 2978 3635 4296 5003 5763 6251
10 165 370 724 329 741 1447 - - - 1111 2171 i 2894
1513 21/53 29171 35187 1_.513 21/53 29/71 3.5/8741/10348/12 6/15 21t53 29/71 35/8741110348/1255/138 6/15 129171 3518741110348/12551138 6115
182 413 665 808 364 825 1330 1617 1904 2209 2839 1238 1995 2425 2856 3313 3800 4259 i 2659 3233 3807 4417 5067 5679
11 124 278 544 i 247 557 1087 - - 835 1631 2175
1513 17t44 28/7 34185i 1513 17/44 28/ 34/85 41101 47/117 6115 17/44
d
28/ 34185 4/10147111754034 6/15 28/7 34t85 41101 471117541134 6/15
139 317 585 728 1 279 634 1170 1456 1709 19772601 950 1755 2184 2564 2965 3390 3901 2340 2912 3418 3953 4519 5201 12 (
95 214 419 686 1 191 429 837 1372 643 1256 2058 - - - - 1675 2745 - - - - i
5t3 1.5137 2716.8 34/84` 1.5/3 15/37 2716.8 34184 3.9/9946111.4 6/15 11 5/37 27/6.8 3.4/84 39/9.9461114 52/13 6115 12.71U 34184 3919.946/114 5.2113 6/15 109 248 488 662
217 496 976 1324 1550 1789 2399 744 1464 1986 2326 2683 3059 3598 E 1952 2647 3101 3577 4078 4797 j 13 75 169
329 540 150 337 659 1079 - 506 988 1619 - - - ` 1317 2159 - - - 1 1513 15/31
24t61 331831 15/3 15/31 24/61 33/83 3919745/112 6/15 i15t31'24161 33t83 39/9745/11251023 6/5 L2.416,1'33183 3919745t11251/127 6/15 86 198 390 585
173 395 779 1171 1418 1633 2226 593 1169 1756 2128 2449 2786 3338 1558 2342 2837 3265 3715 4451 14 j 60 135
264 432 j 120 270 527 864 1290 - 405 791 1296 1935 1055 1728 2580 1,513 1 5/
3 21153 32 79° 15t3 15i3 21(53 32179 38 96 44/11 6115 t 1,513 2115.3 3,2179 38196 44/11 51125 6/15 21t53 3.217.9 38196 44/11 5/125 6/15 7 70 160 316
509 139 320 631 1018 1307 1502 2076 479 047 1527 1960 2253 2558 3113 1262 2036 2614 3003 3410 4151 15 49 L.15'
3 110
r 15 3
214
351 [ 98 18
46'29174 15
220 1513 429 703
1049
1493
329 9 t 5/ 18t46
29174 38t 54311Q96151364310541573 2240
858 1 4 9 !_ _ 1 "
f _ 4 8! 6 2 74389543ti(}949 12 6t15 181 6 1727 1405 2098 2987
4
1 115 2917
38:95431109 9F23657131I _t'#
259 427
113 262--
518 854 1151 13901944 393-" 777 1281 2085 2364 2917 4 1036 1708 230-- 3 2780 3151 3889 3889 16 40 90 177
211 80 181 353 579 864 1230 271 530 868 1296 i84fi 707 1158 1728 2461 1 I 5/3 1513
1614 26 66 1.513 1.5/3 16/4 26/66 36/8.943/107 6115 1513 1614 26166 3618943/0749/122 6/15 p 16/4 2.6 66 36/8943 10749 122 6.15 108 215 355 93
217 430 710 1018 9274 1826 § 325 645 1065 1527 1911 2196 27391 860 1420 2086 2647 2929 3652 17 75 147 241
67 151 295 483 720 1026 - i 226 442 724 1081 1539 2111 589 965 1441 2052 2814 15/3 m ..--...... ». 15136'
2,31591
1513
m_- _ 15/3 '15136'
23t59
a .w, 3,318.
4g21105 6/
15 1513 w,r- -. I95136 23/
59 33/
8442/10548112 6/15 15136 w 13/59 33/8442l10548/
12
6115 m- .__- _-- 90 180 298 77 181
360
596 894 1134 1701 1 271 540 894 1341 1701 2051 2552 720 1191 1788 2268 2735 3402 18 64 124 203 j 56
127 248 407 607 864 - E 191 372 610 910 1296 1778 496 813 1214 1728 2371 1 1.5/3 1513.2 2,
1t5.21 15/3 15t3 15/32 21/52 31/78 4/99 5.9114 1513 1 a/32 21l52 31/78 4/99 48/11959/148115!32 M ..[ 21/52 31178 4/99
48/
11959t14 76 152 252 65 152 304
504 758 1016 1592 , 229 457 757 1137 1524 1863 2388 t 609 1009 1516 2032 2484 3184 19 54 105 173 48 108
211 346 516 735 i 162 316 519 774 1102 1512 - i 422 691 1032 1470 2016 ti.... 1513 1513 19/4.7j
L5/3 15l3 15/3 19/47 28/7 37/9458/146 15/3 H 15t3 19147 28/7 3 /tIA46111458/14 l 1513 r.------- .. ,_,_..-_.'r-.u..,.._.........®............. 19l47 2617 3779446l11458114 65 130 21554
129
259
430 647 915
1496 194 389 646 971 1373 1678 2243 t 519 861 1295 1830 2237 2991 20 46 90 148 ( 41 93 i 181 296
442 630 1493 139 271 445
664
945 1296 2240 362 593 885 1260 1728 2987 1513 1513 17142 15 3 15/3 1513 17142
25163 36/895811451 1.5Q 15/3 17142 2.5/6.3 3618943 10858114a 1513 m._,,... 17/4.2 25163 3.618.94,3110858114 M.. .....-.-.... 96 160 ( 95 192 320
482
692 1304 } 142 288 480 724 1038 1382
1956
384 640 965 1383 1842 2608 22 68 111 70 136 223 332 473 1122 f 104 204 334 499 710
974 1683 272 445 665 947 1299 2244 1 t 5 3 5t35 513 1 1 8 1 513 5f3 15 35 2
52 3/74 5 (3 1513 1 135 i152 74 919956l133523351513521r5274 9t9 56113 3 3 9 72 12271145243368529 1092 1 106 217 3655527931095
1638 290 486 736 1057 1460 2184 24 52 86 54 105 172 256 365 864 BO i 157 257 384 547
750 1296 209 343 512 729 1000 1728 5 3
15/
3 1.513 9 5 3 15r3 18t44 25/6351/1281513 15
3 1513 18/44 25163 3.4/8651f12 15t3 1513 I Sl44 25t63 34t8651ti2 56 94 54 111 188 286 412 927 t 80 167 282 429 618 855
1390 223 376 572 824 1139 1853 26 41 67 42 82 135 201 287 680 63 124 202 302 430 590
1020 I 165 270 403 574 787 1359 573 15/3 74 1513 1513 1573 2,115.3 4,711 18 1513 n1_
1-_m. 1513
1513
45137 21/53 29/7347/11N 15/3 M_ 222 678
1188 174 1913
15/37 21f53129t7347111, µ 296 652 904 1584 28 54
87
148 226 326 792
61 66 108 161
230
544 ! 51 130 338
489 99
162 242 344 472 816 i
132 451 216 322 459 630
1088 1 5113
59 1,513 1.50 1.5132 1814644110'
15/
3 68 118 180 262
639 1
15/
3 15/3 1.5/32 18146 251634411U 1513
102 176 271 393 546 959
137 1,513 15/32 18/46 25/6.34.
4t10. 235 361 523 72a 1279 2223
30 I 44 54 88 131 187 442 80 132
197 280 384 664 107176
262 373 512 885 15/3 1513 1513 i (1 614 3.8/' 51.95 15l3 1513 15/3 1614
2.2155 3.St9.5 15/3 1,5t3t.516f4 22t55 3819 5 13 Total Load values are limited by shear, moment or deflection equal to L1240- Total Load values arethe
capacity of the beam in addition to its own weight. Live Load values are limited by deflection equal
to L'360. Check the local building code for other
deflection limits that may apply. Where a Live Load value is not shown. the Total Load value will
control. Table values represent the
most restrictive of simple or multiple span applications_ Span is measured center to center
of the supports. Analyze multiple span beams with the BC CALC'software if the length
of any span is less than half the length of an adjacent span_ Table values assume that lateral
support is provided at each support and continuously along the top edge and
applicable compression edges of the beam. Table values for Minimum Required Bearing Lengths are based on
the allowable compression design value perpendicular to grain
for the beam and the Total Load value shown. Other design considerations. such as
a weaker support material, may warrant longer bearing lengths. Table values assume that support is provided
across the full width of the beam_ For 2-ply, 3-ply or 4-ply
beams, double, triple or quadruple Allowable Total Load and Allowable
Live Load values. Minimum Required Bearing Lengths remain the same for any number of plies. 1'% inch members deeper
than 14 inches are to be used as multiple -member beams only. This table
was designed to apply to a broad range of applications_ It may be possible to exceed
the limitations of this table by analyzing a specific application with the BC CALL' Software,
VERSA-LAMO Roof Load Tables
VERSA., ,„AM 3100 5% Load Duration)
Top Figure Allowable Total Load [pit]
KEY TO TABLE Middle Figure Allowable Live Load [plfa
Bottom Figures - Minimum Required Bearing Length at End / Intermediate Supports [inches]
1'."VERSA-LAMv 2.0 3100 Double Ply l% VERSAA-LAMS 2.0 3100 or Triple Ply 1'/, VERSA -LAM* 2.0 3100 or Quadruple Ply 1 l," VERSA-LAMx 2.0 3100 or
Span 31,i VERSA -LAM 2.0 3100 5Y1 VERSA -LAM 2.0 3100 7" VERSA -LAM 2.0 3100
ft
x 7/ 9/ 11/ 14 ( 7/ 9/ 11% 14 16" 18 24 9/ 11'/ 14 16" 18 20" 24" i 111e 14 E6 18 20 2d.._ m878
1223 1639 2065 1755 m
2446
3278 4130 5047 5232 5226 r 3669 4917 6195 7570 7848 7845 7838 6556 . 8260 10094 10463 10459 10451 6
2/
5 2817 38/9A47/11.8 215 2.817 38/9447/1i85.8/105 6/15 6115 2,811.7 38/9447/19858/145 6/15 6115 605 (3,8i9.447/11858 145 6/15 6/15 6/15 598
858 1126 1389 1197 1717 2252 2779 3321 3915 3913 2575 3379 4168 4981 5872 5876 5870 4505 5558 6642 7829 7834 7826 g1
482 965 - - - il,
8146 26166 35/8643/10 118/46 2616.6 35/86431106511127 6115 6115 126/66 3518643/106511127 6/15 6/15 6/15 3.518643110b51/127 6/15 6115 6/15 326 637 857 1046
651 1274 1714 2092 2472 2880 3126 1 1912 2571 3138 3709 4320 4695 4688 3429 4184 4945 5759 6259 6251 10 1 247 556 - -
1 494 tilt - - - - - [ 1667 - - - - - _ - - - _ _ - 1,513.1 2.
4/6.1 3.3/8.2 4/10 1.5/3.1 2.4/6.1 33/8.2 400 4,7111.95.5113.8 6/15 2.416.1 3.3t8,2 4/10 4.7t11.95.5/13.8 6/15 6115 13.318.2 4110 4.7/1t95.5i13.8 6/15 6i15 i 244 526 765 931
1487 1052 1531 1861 2192 2543 2839 1577 2296 2792 3286 3814 4265 42593062 3723 4383 5085 5687 5679 i 11 186 418 -
371
835 1253 - - - - - I - 1.5/3 22156
32/8.1 39/98l 15/3 22/56 32/81 39/9846/11654113.4 6/15 12.215,6 3.2/81 39/9846/11,65.4/13.4 6/15 6115 132/81 39/9846/1165.4/134 6115 6/15 18T 424 674 838 ;
374 848 1347 1676 1968 2276 2601 1272 2021 2514 2952 3414 3903 3901 2694 3353 3936 4552 5203 5201 12 I 143 322
628 286 643 1256 965 1884 2512 _ _ _ 1.913 2/4.
9 3.1t7.8 3.919.7i 1.5/3 214,9 3.117.8 3.919.74.5111.35.2113-1 6115 2/4.9 3.11T8 3,9/9.74.5/11.35.2/13.1 6/15 6115 13.1/7.8 3.9/9.74,501.35.2f13A 6/15 6/15 146 33P - 5T3 762
292 665 1146 t524 1785 2060 2399 997 799 2287 2678 3089 3522 3 98- 2292 3049 3571 4119 4696 4797 13 1 112 253
494 225 506 988 759 1482 - 1976 1513 17/42'.29172.
3.8195 1513 17142 291T2 38/9545111251/129 6115 17/42 29/72 38/9545/1125AN 9b91147 6/15 29/7.2.3.819.545111251112959047 6/15 116 265 493 674
233 530 987 TM 1349 1634 1880 2226 796 1480 2023 2450 2821 3208 3338 ] 1973 2697 3267 3761 4278 4451 14 90 203 396
648 180 405 791 1256 - - E 608 1187 1944 - - - 1582 2593 - - - 1513 15/36 27/
6.7 3.6191 15/3 1.5/36 2.7/67 3619.1 44111 511127 6/15 11,513.6 27/67 36/91 44111 5 /1275,8114A 6/15 27t67 36/91 4.4/11 51/12.75.81144 6/15 94 215 423 586
1 188 429 $46 1173 1505 1730 26n 644 9268 1759 2258 2595 2946 3113 1691 2346 3011 3459 3928 4151 15 73 111 322
111 116 329 643 1054 494 .965 1581 - 1286 2108 - - 1.5/3 15/
31 25/61 34/85115/3 15/3.1 25161 3.418.543t109A5/125m 6/15 115/31 25161 34/854311095/12557/142 6115125/61 34/8543/1095/12,56,71142 6/15 77 76 347 3 }.,
153 352 695 029 327 1601 944 ; 528 042 h 9544 990 2402 2723 291T 1389 2058 2653 3202 a630 3889 16 60 136 265
434 121 271 530 868 1296 407 795 1303 1944 j 1060 1737 2593 1.5/3 1
513 22/5.4 3.2/79 15/3 15/3 22/54 32/7941110.24.9/123 6/15 15 3 22164 32/794.1/10.24.9/12.35.6/14 6115 ;22/54 3217941/1024.9F12356114 6/15 Qrr fiw- 63 146 289 455 t 127
292
577 -910 1173 4468 1829 d38 866 1365 1760 2201 2531 2143 1154 1820 2346 2935 3374 3657 17 ; 50 113 221 382 t 101 226
442 724 1081 f 339 663 1086 1621 884 9448 2161
1513
15/3 19/48 3/T5 1513
15/3 19/48 3/7.5 39196 48112 6/15 15/3 19148 375 39/96 48/1255/138 6/15 19148 3/7.5 39/96 48/12551138 6115 53 122 242 399 r 106 244 48d
799 la 56 1726 - 367 726 1198 1567 1961 2364 2588E 968 1598 2089 2614 3151 3451 18 E 42 95 186 305 i 85
191 372 610 910 1296 - 286 558 915 1366 1944 - - 744 1220 1821 2593 - - 9714.3 2817 15(3 15t3 17(43
2.817 3619.1467114 6i.15 1 1513 17 43 28/7 36 914.5r 91455 13T 6t15 i1,71143 2817 3,6(9145t19455 37 6i15 103 205 339 T89 206 410 677 936
1171 1634 310 615 1016 1404 1757 2147 2450 820 1354 1872 2342 2862 3267 19 I 81 158 259 72 162 316
519 774 1102 - [ 243 475 778 1161 1653 633 1037 1548 2204 - - 1513 15138 25163j 1513 1513 1.5/38
2516,3 3418643008 6/15 (1511 1.5/38 2.5t63 34/86431108531131 605 115138 2,516,3 418643/108531131 6/15 88 175 289 [ 75 176 350 579 843
1055 1551 263 525 868 1265 1583 1934 2326 g 699 1157 1686 2110 2579 3101 20 69 136 222 62 939 279 445
664 945 - 208 407 667 996 9418 - - 543 889 1327 1890 - - 1513 15/34 23/56[ 95/3 1513
15134 23156 33182411102 6/15 1 15113 15,34 23/5.6 33iU4,1 10251125 6115 M5134 2315.6 3318.241/10.25r125 6ii5 Tit-------_ _..._.. ,-. _......,, m...__ .. _ _._- .-_ _._ _ ._-,-_-..-,_. - _ ...._,-, ..-__ -__, - _. _ __.-. 65 0 216 t 54 130
260
431
649 868 1407 194 390 647 973 303 593 2111 520 862 1297 1738 2124 2815 22 52 102 167 46 104 204 334
499 710 - 1 157 306 501 748 1065 1461 408 668 997 1420 1948 1,513 1.513 1,914711.513 15/
3 1.5/3 19/47 28/7 37193 6/15 i 15/3 95/3 19/47 28/7 37/93451113 6115 f 1513 1914.7 28/7 3719345/113 6/15 a .-_.... _- _ _ - _ _._ -- 94 64 98 197 329 496 711
259
146 296 493 744 066 1334 1889 j 395 658 992 422 1779 2518 24 79 129 € 80 157 257 384 547 -
r 121 236 386 576 820 9125 - } 314 515 768 1094 1500 - 1 yy 1,513 1.6f3.9 1,
513 1.
513 1.613.9 2-315.9 3.3f8.35A/14.7, 1.5/3 1.5113 1.6/3.9 2.3/5.9 3.3/8.34.2110.45.9#14.r 1.513 1.6/3.9 2.315.9 3.318,342/I0A5.9?t4. 76 128 75 153 256 387 555 1069
112 229 383 580 833 1132 1604 305 511 773 1110 1510 2139 26 4 62 101 63 124 202 302
430 1020 j q5 185 304 453 645 885 1529 247 405 604 860 1180 2039 15/3 15/33 5/3 1,513
15/33 2/5 2811154/134' 15/3 1,5/3 9513.3 2i5 2.8/71 3.8t9-65A1136 1513 15/33 2/5 28/71 3819654113 60 101 58 - 120 202 306 441 919
87 180 303 459 661 914 1378 240 404 612 882 1219 1837 28 ? 49 81 51 99 162 242 344
811, 't 76 148 243 363 517 709 1224 198 324 484 689 945 1633 1.5r3 1513 1.5/3 1,513
15/3 1.714.3 2,4r61 5/121 1.5/3 1.513 1,5/3 1 7/4.3 2.416.1 3,418.4 5/126t 1.5/3 1513 1 7r4.3 24/61 3Af84 5/12.6 81 95 161 246 355 797 68 143
242 369 533 738 1196 190 323 492 710 984 1594 30 66 80 132 197 280 664 62
121 198 295 420 576 996 161 263 393 560 768 1327 1,513 1.5/3 1.5/3
15/37 21/5347111 1.5/3 1.5/3 1,5/3 1.5/3.7 2.115.3 2,917.34.7111. 15/3 15/3 1.5/3.7 2.1/5.3 2,91734,7111 Total Load values are limited by shear, moment
or deflection equal to L1180. Total Load values are the capacity of the beam in addition to its
own weight. Live Load values are limited by deflection equal
to L/240. Check the local building code for other deflection limits that may apply. Where a Live
Load value is not shown,
the Total Load value will control. Table values represent the most restrictive of simple
or multiple span applications. Span is measured center to center of the supports. Analyze multiple
span beams with the BC CALCO software if the length of any span is less than half
the length of an adjacent span. Table values assume that lateral support is provided
at each support and continuously along the top edge and applicable compression edges of the beam.
Table values for Minimum Required Bearing Lengths are
based on the allowable compression design value perpendicular to grain for the beam and
the Total Load value shown. Other design considerations, such as a weaker support material, may warrant
longer bearing lengths. Table values assume that support is provided across the full width of
the beam. For 2-ply, 3-ply or 4-ply
beams, double, triple or quadruple Allowable Total Load and Allowable Live Load values. Minimum Required Bearing Lengths remain the
same for any number of plies. 1%inch members deeper than 14 inches are
to be used as multiple -member beams only. This table was designed to apply to a
broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific
application with the BC CALCI software.
VERSA -LAM' Roof LoadTables11,
AN
Top Figure Allowable Total Load [pit]
KEY TO TABLE Middle Figure Allowable Live Load [plf]
Bottom Figures - Minimum Required Bearing Length at End ( Intermediate Supports [inches]
mot...... ..,.,....7 ,.
u_...,m.-,.... ....,................,.,..=m.,.,.........,,,.-.,..,.«.,.,..,,..,,....„.R,,.«,. ,...a„«......... ..».m,...,..,,.,w,
e' VERSA -LAM" 2.0 3100 Double Ply 11/<" VERSA-LAMx2.0 310 -or Triple -Ply 1% VERSA -LAM° 2 0 3100 or Quadruple Ply 9'l4" VERSA -LANs 2 0 3100 or
Spare 1 31/,VERSA-LAM 2.0 3100 5l VERSA -LAM 2.0 3100 7 VERSA -LAM 2.0 3100
ft] }
1 7l 91 111/." 14 7/ 91/,11/s 14` 16 18 24 9/ 11/s 14 16` 18" 20' 24" ]_11%" 14 16" 18 20" 24
954 1330 1782 2245 t 1908 2660 3564 4491 5234 5232 5226 3990 5346 6736 7851 7848 7845 7838 7128 8981 10467 10463 10459 10451
t
6
31/ 41110 111 t 31t7>4111 1t96/15it U7 4 /9 5t11 / 5 11 11 11 /1 ilt i i22155762529225SfQ2529611a6536902 . 29 6 1 6 5 6 5 6 .. 41 025 29 6t15 6 15 6 15 6f9
640 933 1225 1511 1279 1867 2449 3022 3611 3919 3913 1 2800 3674 4532 5417 5879 5876 5870 4899 6043 7222 7838 7834 7826
g ! 482 - 965 - - - -
49'29179 3 1944fil11.6 2t49 9171 38t944 {116a>!1 917.. 9 4 !it alt 6t1 6/ 5 3 t 4 &/ 5 ft 1 92826386156151238466538515689411G .5 3.8 6(5 6 15 6 5
326 693 932 1138 651 1386 1864 2275 2689 3132 3126 2079 2797 3413 4033 4698 4695 4688 3729 4550 5378 6263 6259 6251
I
10 2 5 9 I - 4T 56 4 4 1111 t667
115t31 27166 3618944f10 15/31 27/86 3618944f10952f129 6/15 6/15 27t66 36/8944110952{129 6/15 6/15 6/15 36/8944/10952/12.9 6/15 6115 6115 244 552 833 1012 487 104 1665
2024 2384 2765 2839 ( 1656 2498 3D87 3576 4148 4265 4259 3330 4049 47&7 5531 5887 5879 11 186 418 815 371 835 1631
i 1253 2446 3262 15/3 2.3158 3.5/8.
84.3(10. 1.5(3 2.3/5,8 3.5t8.84-311075/1265.8114,8 6115 12.315.8 3518,84,300,75t12,65.8/146 6/15 6/15 35f884.3/10.75112,658/14.6 6/15 6/15 iS7 424 733 912 j 374 848 465 823 2141 2475
2601 1272 2198 2735 3211 3713 3907 3901 2931 3647 4281 4951 5209 5201 12 ? 143 322 628 - i 286 643 1256 - ; 965 1884 - - 2512 - - - -
3 f z 1513 2t4.9 3418.442f10' 95f3 2(49
34fB442I1p549192357 943
Etta i 2149 3418442190549t12357194.3 6t15 6115 3.4t844.2110549 12357 143 6(15 6/15 ms... 3 _ _ m. m M a 64.. _i _ . _ 148 332 623 829 t 292 865
1247
1658
1942 224D 2399 i 997 1870
2487 2913 336D 3604 3598I 2494 3316 388d 4480 4806 4797 13 i 112 253 494 810 g 225 506 988 1619 759 1482 2429 [ 1978
3238 1513 i 7/42 31t7841110` 15/3 17/42 31f7841t10448112 5.6114 6/15 117I4.
2 3117841f14448/121 56114 6/15 6/15 131/7841110448{121 56114 6115 6115 6 2&5 521 734 233 53D o43 467 777 2046 2226 r 796 564
2201 2666 3068 3345 3338 1 2085 2934 3554 4091 4459 4451 14 90 203 396 648 l 180 405 791 1296 - - - I 608 1187 1944 - - - - 1582
2593 - - - 1.5/3 1.5136 2.817 4199 (9513 1,5136 2,8t7 4/99
4,8112551138 6115 11513.6 2817 4/99 48112551138 6/15 605 2130 4f99 48112551138 6115 6115 w , _._._,. __..,..,._ _._.. _...w .._..,._ - ._m.-. ...__ ............................,........-._... 94 215 423 838 18$ 429 846 1276 1638 1882 2076 644
1268 1914 2456
2823 3120 3113 i 1691 2552 3275 3763 4159 4151 15 73 65 322 527 146 329 643 1054 1573 494 965 581 2360 E
286 2108 3146 5 51 1 I r 71 ( 1 1 t 1 7 f 15 3 1
631 2 6 37t92 15 9 95 31 25t61 3. 9247t118
a4113& 8t95 15{39 25 6 37t9247t11854t 36 6t15 6 15 i25t6 3 t9247t918541936j 8{15 6t15 77 176 347 560 ; 153 352 695 1120 1443 1742 1944 = 528 Q42 680 2165 2613 2923 2917
1389 2240 2887 3484 3897 3889 16 60 36 265 434 121 271 530 868 1296 ; 407 795 1303 1944 - 1 1060 1737 2593
1.513 15/3 22154 35 86i 15/3 1.513 22/54 3,5'8644 11154113.4
6/15 3 1513 22/54 3518644/11.15CI34 6/15 61115 12,215.4 3518644111.1541134 61115 6115 63 148 289 476 P 127 292 577 951 1277 1597 1829 1 438 866 1427 1915 2395 2749 2743 1154
1902 2 3 3193 3665 3657 17 50 113 224 362 { 109 226 442 724 1081 1539 339 663 1086 1621 2308 884 1448 2161 3078 - - 513
1513 19148 311781 1.513 9513 19/48 31{7842f105621131 6/15 15t3 19/48 3117842110552t13i 6115 6/15 119t48
31t7842t105521131 6/15 6115 53 t22 242 399 ! 106 244 484 799 1137 1422 726 367 728 98 705 2133 2572 25&8 968 598
2274 2845 3429 3451 18 42 95 186 305 85 191 372 610 910 1296 - 286 558 915 1366 1944 744 1220 1821 2593 15
3 15.3 17143 2817 ! 15/3 1513 1343 28 17 4f99 491123 6115 1,5/3 17"43 28,
17 4199 49t123591149 61115 117/43 2817 4119.9 49112359 149 6115 i 1Q3 2Q5 339 89 206 490 677 D16 1275 1634 31Q 695 96 18 1524 1992 2336 245D 1 820
1354 2032 2549 3115 3267 19 1 81 158 259 72 162 316 519 774 1102 - 243 475 778 1161 1653 2268 1 633 1037 1548
2204 3024 1.5/3 15t38 25/63 1,513 15 3 15f38 25i(33 3719347/1176115 i 15 3 15t38 25t63 37t93471117571143
6115 1.5t3.8 2.5t8.3 3.7J9.3477117571143 6(15 88 75 289 s 75 t76 350 579 8&9 949 1551 _ 263- 525 868 343 723 2905 2326 69) 57 737
2297 2807 3101 20 69 136 222 1 62 139 271 445 664 945 - € 208 407 667 9% 1418 1944 - 543 889 1327 1$90
2593 i - 1513 1513.4 2.3f56 L5J3 1513 15/34 23{56 341844.4/11.1 6/15 t 15/3 1.513.
4 23 56 34 8444119154113.6 6/15 15134 23f56 3418444l11154i13.6 6(15 t,... _ .,.._.._.. ..____. .._...... ._.,_...... , ...-......-m .,_-... .._.._.. ._..,...... 1 _...... m--.- 85 t30 216 54 130 260 431 649 928 1407 494 390 047 973 393 1735 2111 [ 520
862 297 1857 2313
2815 22 1 52 102 167 46 104 204 334 499 710 - 157 306 501 748 1065 1461 s 408 668 997 1420
1948 - 95f3 15/3 991471 1513 15I3 1513 1,9147 28{7 4199 6115 11513 1513 1.414.7 2.8t7 4{9.
9 4.9112.3 6115 1513 1914.7 2.817 4/99 491123 6N5 r 6 _. m.- 99 64 i 98 97 329 496 711 288 , 146 296 493 744 1066 453 932 395 658 992
422
931
2576
24 79 129 [ 80 157 257 384 547 121 236 386 576 820 1125 314 595 768 Q94 500 i 1513 16f391
15/1 1513 1.6/39 2,3/59 33{83 6115 15{3 1513 16/39 23/59
3318.34.5I113 6/15 9513 9,6/39 23159 331834.5111.3 6/15 76 28 [ 75 153 256 387 555 1164 1 112 229 383 58Q 833 1150 1747 ¢ 305 511 773 1110 1533 2329
26 62 101 i 63 124 202 302 430 1020 1 95 185 304 453 645 885 1529 247 405 604 860
1180 2039 5{3 15/33 15t3 1513 1.5t33 215 28t711513 95{3 I15t33 215 28t71 3511 5 M_ 59114 -._ ,_9/971509f145/3
15t3w 13 2/5 281739/97 9/14. w -. i 6Q 10t 58 12D 2D2 3{k6 441 1Q09
87
180 343 459 661 914 50t 24040462882121920012849
at
51 99 162 242 344 816 ; 76 148 243 363 517 709 1224 , 198 324 484 689 945 1633 j1.5Q 15/3
1.513 95{3 15/3 13143 2,416,1 5.511331 1.5/3 i513 15/3 97/4324/613.4/
845,5113.7]15t3 1513 1,7/4.324/6.13.4/845.5113,7 81 4 95 Gi $46 355 861 -68 143 242 369 533 738 1291 190 323 492 710 984 1721 30 I 66 80 132 197
280 664 62 121 198 295 420 576 996 161 263 393 560 768 1327 1.5(3 15/3
95{3 '15133 21t5369112@ 1513 15t3 1.513 1,5t3,7 21(5.32.9t7.35.1f12, 1,5t3 1513 1.
5/3.7 2.115.3'2.9/7.35.1t12. Total Load values are limited by shear, moment or deflection equal to U180, Total Load values are the capacity of the beam in addition to its
own weight. Live Load values are limited by deflection equal to L1240. Check the local building code for
other deflection limits that may apply. Where a Live Load
value is not shown, the Total Load value will control. Table values represent the most restrictive of
simple or multiple span applications.
Span is measured center to center of the supports. Analyze multiple span beams with
the BC CALC software if the length of any span is less than half the
length of an adjacent span. Table values assume that lateral support is provided at each support and continuously
along the top edge and applicable compression edges of the beam. Table values
for Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to grain
for the beam and the Total Load value
shown. Other design considerations. such as a weaker support material, may warrant longer bearing
lengths. Table values assume that support is provided across the full width of the beam. For
2-ply, 3-ply or 4-ply beams; double, triple or quadruple Allowable Total Load
and Allowable Live Load values. Minimum Required Bearing Lengths remain
the same for any number of plies, inch members deeper than 14 inches are to be used as multiple -
member beams only. This table was designed to apply to a broad range of
applications. It may be possible to exceed the limitations of this table by analyzing a
specific application with the BC CALCs software.
VERSA- LAW'Allowable Nailing and Deli
0 -1 A *_.*
Nailing
LAM' & ii Nailing Parallel to Glue Lines (Narrow Face)(!) i Perpendicular
to Giue Lines
F R 1 M e)
i VERSA LAMSPr'odUc.ts 1.4 1800 Rimboard VERSA -LAM' I VERSA -LAM®
11/16" 11/ 3%" & Wider All Products Nail
Size 0' C. End 0. C, End Q.C.End Y
O.C. I End in] [
in] in] I (in] in] in] in] [in] 333 8d
Box (0 113 0 x 2.5') 3 11/2 2 j 1 2 1/ 2 %, 8d
Common (0.131'a x 2.5) 3 2 3 2 2 1 2 1 10d &
12d Box (0,128'o x Y, 3,25') 3 2 1 3 1 2 2 1 2 1 16d
Box (0,135'o x 3,5) 3 2 3 j 2 2 1 2 10d &
12d Common & 43 4 3 2 2 2 2 16q
Straker ....... m ''I 16d
Common 0,162"o x 3.511 6 4 6- 1 3 A__ - -- ------ -------- .
2
2 2 2 Offset
and stagger nail rows from floor sheathing and wall sole plate. Simpson
Strong -Tie A35 and LPT4 connectors may be attached to the side VERSA- LAM"/"VERSA- R I Me Use
nails as specified by Simpson Strong -Tie, VERSA-
LAWI Design Values n
ValUes Nailing
Parallel to Glue
Lines Narrow
Face) Nailing
Perpendicular to Glue
Lines (Wide Face) N,
r q N,,, e o s 1)
For 11„" thickness and greater, 2 rows of
nails (such as for a metal strap) are allowed (
use '/i" minimum offset between rows
and stagger nails) Allowable
i Allowable Moment Allowable Allowable Moment Allowai1
Width I Depth Weightt Shear I Morneft of Inertia Width Depth WVv t Shear MomentIft-IbI of
Inertia In
1 J_ Grade4
lill bIbI lent)in 1) I f-I - 11 4 1 1
Jjb/ I h
fln'
l in3%
1.5 998 776 1 5.4 51/4 8.0 5237 6830 613 T
51/
2 8.4 5486 i 7457 72.8 C-
1 5% 2.4 1568 1821 20.8 71/
4 11.0 1 7232 12566 1667 uJ
71/4 3,2 2066 3069 47,6 91/
4 1 14.1 1 9227 19908 3463 3 %
1,8 1164 1058 6.3 1 1 5 %
2.8 1829 2486 24.3 9
M 1,L5 9476 20937 3751 7
1/ 3.7 2411 4189 55,6 11 171 1 11222 28814 62Z9 9
1/ 4 4.7 3076 4
6636
115A 11% 181 1 11845 31913 732,6 4
191/
2 4
4.
8 3159 6979 125,0 cor
14 21.3 13965 43552 1200.5 1
1 11/ 5.7 3741 9605 207.6 11%
6,0 3948 10638 244.2 C 16
24.4 15960 56046 1792.0 C)
ca14 71 4655 14517 400.2 C14
0
18 27A 17955 70011 2551,5 16
81 5320 18682 597.3 20 30A 19950 85428 3500.0 18
9,1 5985 23337 850 5 6.5 23940 1 120549 6048 O 24
12.2 7980 40183 2016.0 U)
5
5.6 1 3658 1 4971 48.5 LIJ
91/4 16.6 12303 26544 4613 7%
7A i 4821 8377 111.1 91/
2 117,11 12635 27916 5001 Lu
91/4 94 6151 13272 230.8 111/4 20.2 14963 38419 830.6 91/
2 9.6 6318 13958 4 - 250.1 11 7/a 21.4 15794 42550 976,8 11 '
14 3fz
11A
7481 19210 i 415.3 7 14 25.2 18620 58069 16007 11%
121 7897 21275 488.4 16
28 8 21280 74728 2389,3 14
14.2 9310 29035 800.3 18
32.4 23940 93348 3402.0 16
i 16.2 10640 37364 1194.7 18
i 18.3 11970 46674 i 1701.0 20 36.0 26600 113904 4666,7 t
t 20
1 20,3 13300 56952 1 2333.3 24 43.2 1 31920 160732 8064.0 Equivalent
Tension
Compression Specific Gravity Modulus
of Horizontal i Parallel to i Compression Perpendicular to 1 for Fastener Elasticity
Bending Shear Grain GrIlainIDesign Design Property
Grade E(x 10' Ps ip) 3_3 1 F psi)1211 I F,,IgSj)(2)hn F, (psi}{ it F,,, gg,si)12) Fe ), psi)(101 {SG) VERSA-LAMS
Beams 2,03100 2.0 3100 285 2150 3000 750 0.5 VERSA -LAM'
Studs 1126,50 13 2650 285 1650 3000 750 0.5 VERSA LAMB
Columns 18 2750 1,8 2750 t 285 1825
3000
750 0,5 1. This value
cannot be adjusted for load duration, 5. Tension value shall be multiplied by a length factor, (4/L)I" where L 2, This value
is based upon a load duration of 100% and may be adjusted for other load durations. member length [ft], Use L = 4 for members less than four feet long. 3. Fiber stress
bending value shall be multiplied by the depth factor, (12/ch"', where d = member 6. Stress applied parallel to the gluelines. depth (in). Design
properties are limited to dry conditions of use where the 4. Stress applied
perpendicular to the gluelmes maximum moisture content of the material will not exceed 16%
VERSA -LAM((' 1.8 2750 Columns
i Allowable Ax€al Land Ib
e... - ..< ..
T u. .,. ....
3'h x 3% 3'laI X 4 1a 3'h X 5"14 3'Iz' X x 3'lz X 7
125% 100°/a 115°l0 125% 100% 115% 125%a 100°l0 115°l0 125% 100°l0 115°l0 125% 1
t 4 15 265 16,750 17 650 19,100 20,950 22,070 22,920 25,150 26,500 24 020 26 350 _ 27 770 r 30 570 33,545 35,345
S 12,830 13,770 14,320 l 16,050 17,220 17,910 19,260 20,670 21,505 20,185 21,660 22,530 j 25,690 27,580 28,680
6 # 10,580 11,190 11,540 € 13,240 13,990 14,440 115,890 16,800 17,335 16,645 17,605 18,165 121,190 22,410 23,120
7 8,745 E 9160 9,400 1 10,940 11,460 11,760 1 13,130 13,760 14,120 13,755 14,410 14,795 1 17,510 18,350 18,835
8 7,295 7,590 7,765 1 9,120 9,490 9,710 10,950 11,400 11,660 j 11,475 11,945 12,215 1 14,610 15110 15,555
9 6,155 6,375 6,500 1i 7,700 7,970 8,130 i 9,245 9,575 9,765 h 9,685 10,030 10,230 i 12,330 12.770 13,025
10 5,250 5,415 5,510 ( 6,570 6,770 6,890 7,885 8,135 8,280 8,260 8,525 8,675 ' 10,520 10,850 11,040
11 4,525 4,655 4,730 j 5,660 5,820 5,910 6,795 6,990 7,100 ( 7,120 7,325 7,440 9,065 9,325 9,475
12 3,935 4,040 4,095 ' 4,920 5,050 5.120 5,910 6,065 6,150 6,195 6,355 6,445 7,885 8,090 8,210
13 3,455 i 3,535 3,580 4,320 4,420 4,480 5,185 5,310 5,380 5,435 5,565 5,635 6,920 7,080 7,175
14 1 3,050 3120 3,155 ` 3,820 3,900 3,950 4,585 4.685 4,740 4,805 4,905 4,965 6,115 6,250 6,325
3% x 7Y 51l4 ' X 5114 51/4 x 51 ' 5114 x 7
R................
r
100°l0 115% 125% 100% 115% 125% 1 100% 115% 1250. 100% 115% 125% 100%
51/4 x 71/4
115% 125%
4 31 670 34,750 36,625 1
e__.. ®_
t
5 1 26,615 28,560 29,705 i
6 21,950 23,215 23,950 1 34,355 37,695 39,715 1 36,010 39,495 41,610
7 18,140 19,005 19,505 30,700 33,170 34.625 j 32,165 34,750 36,280
1 8 15,135 15,755 16.110 1 27,095 28,910 29,975 28,390 30,295 31,405 36,160 38,590 40,000 ) 37,450 39,960 41,420
9 12,770 13,225 13,490 23,815 25,180 25,980 24,950 26,385 27,220 31,770 33,600 34,670 (32,910 34,800 35,910
10 10,895 11240 11,440 20,950 22,005 22,620 21,950 23,060 23,700 27,950 29,360 30,190 j 28,960 30,420 31,260
11 9,390 9,660 9,810 18,500 19,340 19,820 19,385 20,260 20,770 24,690 25,810 26,450 § 25,570 26,720 27,400
12 8,170 8,380 8,500 16,420 17,085 17,475 17,200 17,910 18,305 21,910 22,800 23,320 22,690 23,620 24,150
13 7,165 7,335 7,430 14,640 15,185 15,500 15,340 15,910 16,240 19,540 20,270 20,680 1 20,230 20,990 21,430
14 6,335 6,470 6,550 13,120 13,570 13,830 13,750 14,220 14.490 17,510 18,110 18,460 1 18,140 18,760 19,110
15 i 11,820 12,195 12,405 12,385 12,775 13,000 15,770 16,270 16,560 € 16,330 16,850 17,150
16 1 10,690 11,005 11,185 11,200 11,530 11720 14,270 14,690 14,930 1 14,780 15,210 15,460
17 9,715 9,980 10,135 10,180 10,460 10,620 12,960 13,320 13,520 13,420 13,790 14,010
1 18 8,860 9,090 9,220 i 9,285 9,525 9,660 11,820 12,130 12,300 ( 12,250 12,560 12,740
19 8,110 8,310 8,420 8,500 8,705 8,825 10,820 11,090 11,240 11,210 11,480 11,640
20 7,455 7,625 7,720 I 7,810 7,990 8,090 9,950 10,170 10 300 110,300 10,540 10,670 i
21 ti 6,870 7,020 T105 7,195 7,355 7,445 9,170 9,370 9,480 9,490 9,700 9,820
22 l
Allowable Design Stresses Notes
w ww
1) Table assumes that the column is braced at column ends only. Effective
Modulus of Elasticity: E = 1.8 x 105 psi column length is equal to actual column length.
1
2) Allowable loads are based upon one-piece (solid) column members used i
Bending: Parallel to Gluelines (Beam): Fr = 2750"(121d)19 psi in dry service conditions. Contact project's design professional of record
or Boise Cascade EWP Engineering for multi -piece column design.
Perp to Gluelines (Plank): Fb = 2500°(12[d)" psi 3) Allowable loads are based on an eccentricity value equal to 0.167
Compression Parallel to Grain: FGii = 3000 psi
multiplied by either the column thickness or width (worst case).
4) Allowable loads are based on axial loaded colurnns using the design
Compression Perpendicular to Grain: I provisions of the National Design Specification for Wood Construction
NDS), 2005 edition- For side or other combined bending and axial
Parallel to Gluelines (Beam): Fc11 = 750 psi loads, see provisions of NDS, 2005 edition.
5) Load values are not shown for short lengths due to loads exceeding
Perp to Gluelines (Plank): F,J_ = 450 psi common connector capacities. Load values are not shown for longer
lengths if the controlling slenderness ratio exceeds 50 (per NDS).
Tension Parallel to Grain: Fr = 1650 psi 6) Lateral loads (wind loading) are not considered in this table.
m „ UD 1 N
2AllowableDesignValues
Compression I Modulus of Horizontal
1 Bending Parallel to Grain Elasticity Shear
Product Fb (Psi) Fb [psi[ E (psi] F, [psi]
VERSA -STUD' h 5 65
1 -- .. _ -- _ _n. ----
1, .._.._ 285
Spruce Pine Fir ([North) # 1 12 Grade 875 1150 j 1,400,000 135
Hem -Fir # 2 Grade 850 1300 i 1,300,000 150
Western Woods # 2 Grade 675 900 1,000,000
eNpw
135
Notes:
Design values are for loads applied to the narrow face of the studs. Repetitive member and size factors have not been applied.
Dimension lumber values taken from from 2012 NDS Supplement. For further design information, please see VERSA -STUD 1,7 2650
Design Values for Wood Construction (per 2012 IBC[iRC), Eastern Tat[ Wall Guide.
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8Coum
Framing Connectors - Simpson Strong -Tie
BCIx Hanger
v " 41 p , "e""a "" i BCix Hanger " "x ivani,M BCIx Hanger y 1cumleRth, If s1 Header. J91teRt[ti Ubsj ;Header . Jatc 1eth tibsl .Header , 9LSt
4500s ITS1,81/9 5 993 6-10d 14500s' IUS1 81/9 5 , 950 8-10d 4500s, SUR11-1.8119 , 1081 ; 12-16d , 210dxl1V _
5000s ITS2..06(9 5 993 6-10d 5000s IUS2 06/9 5 950 8-10d 5000s SUR/L2.0619 1097 ' 14-16d 2 10dx1Yd
6000sA IT52,3719 5 1225 „ 6-10d - 6000s IUS2 37/9 5 = 950 , 8-10d - _1 6000s, SUR112 3719 ' 1343 14-16d 2-1Qdx1`/ g
6500s, ITS2 56t9 5 122` 6-10d 6500s, IUS2 56/9 5 950 8-10d , 6500s, SUR/L2 56/9 1343 14-16d ' _2 10dx1%' _
4500s,ITS1 81/11.88' 1068 6-10d , 4540s"IUS1.81111 88 1165 10-10d gt 4500s, SUR(L1.81111 1306 : 16-16d 2 10dx1'h"
5000sITS2.06/11 88, 1068 6-10d a 5000s iUS206(1188' 1185 , 10-10d , #, 5000s SURIL206f11 1350 ' 16-16d 210dxtlz'_
11'!a,6000s,ITS2.37/11 88, ,1237 6-10d 1 ,6000s,1US2,371881 , 1185 10-10d 11'fa" 6000s SURIL2 371111 1385 16-166 2 10dxll'
6500sr1TS2.66111.88 1237 6-10d 650QsIUS256/11 88, 1185 , 10-14d 6506s, SUR/1-561211 1385 16-16d , _2 10dxlh"_
60s JTS2.37/11.88- 1237 6-10d 60s 1US2.37111 88r 1185 10-10d 60s SURtL2 37111 1385 16-16d 2 10dx1%z"
90s ITS3 56/11 88 1518 6-10d 90s !IUS3-56/11 88 1420 12-10d ' 90s z . t ."r' 1906 14-16d ' 2 10dxl% _
4500s, ITS1,81/14 1075 - 6-10d 4500s IUS1 81/14 , 1420 12-10d , 4500s SUR/Lt 81114 ` 1675 20-16d 2 10dxl'/ `
5000s ITS2,06/14 1081 s 6-14d 5000sr IUS2.06114 1420 , 12-10d y SQOOs SUR(L206111 , 1693 8-16d' 210dx1%"__
6000s ITS2,37/14 1262 6-10d 60005 IUS2.37/14 1420 12-10d 6000s,SURIL2.37114 1693 ' 18-16d-,210dxl'/2' t
14' 65QOs, ITS2,56/14 - 1262 6-10d - -° 14 6500s, IUS256/14 1420 12-1Qd 14" 6500stiSURI/L256/14 1693-18-16d 2-10dx1%
60s - 1T52.37/14 - 1262 6-10d 605_ IUS2 37/14 , 1420 12-10d ' 60s SURIL2 37/14 1693 t 18-16d 2-10WI/ _
90s ITS3.56/14 1520 6-10d 90s IUS3.56114 14,20 12-106 90s ljw 2050 18-16d 2 10dx I _ ]
4500s' ITS1.81116 1081 6-10d 4500s IUS1 81/16 1660 14-14d ' 4500s 1887 20-16d 2 10401/V j
5Qo6s ITS2,06/16 1Q87 6-10d 5006s IUS206/16 ' 1660 14-16d a 5006s 1920 ' 18-16d 210dx1% _
6000s' ITS237116 ,1268 6-10d ` 6000s, IUS2 37I16 1660 14-10d 6000s 1920 , 18-16d ' 2-10dx1%x16" 6500s y ITS2.56/16 ' 1268 6-10d 16 6500s IUS2 56116 1660 14-1Od
t
6 6500s _ ' 1920 18-16d 2-10dxl'
60s ITS2.37116 _1268 6-10d 60s IUS2 37t16 1660 4-10d , 64s 3' 1920t 18-16d , 2-10dx1"fz'
90s ITS3.56/16 1520 6-10d 90s IUS3.56/15 ` 1425 ` 14-14d ' 905 `..r ,. 4 2250 18-16d '= 2-tOdx1%"
i
MIT VB U / HU MIU LSSU
Joist ' _ x Capacity ' Nall rt4 Joist ;Capacity; (ailing Joist x Capac€fy Na tlnth, 6GI Hanger
jlds Header JQjO DePO BCI Hanger
11 ; Header , 19ist (_apl F3C1 Manger
Itke Header - pest
4500s 230 8-16d 2-10dx1/Y' 1 2305 1616d 2-10dx1f 1 4500s 995 9-10d _7l0dxl1/
91/
5000s i 2305 8-16d 2-10dxl% _1 g/ ,5000s 2305 16-16d , 2-1Odx11 5000s 995 9-10d 7-10dxl%"
6000s .2 2305 8-16d 2-10dxl% 5000s ra DOS 16-16d 2-14dx1Ys" i 9%
f 6000sT 995 9-10d 7-10dx1%"
6500s 2305 r 8-16d a 2-10dx1'/z' 6500s 9 2305 16-16d , 2-l0dxlM i 6500s =`: 1425 14-10d 7-1061'W"
4500s „ 2305 8-16d 2-14dx1Yz` 4500s ` 2880 20-16d 2-10dx9h` 4500s " . 995 9-10d _7-10dx1 3
5000s 4 ' '
I
2305 8-16d 2-10dx1Y" _ 5000s r It ' 2880 ' 20-16d ' 2-10dx1% - -
5000s _ 995 9 10d _7 10d Y _ 6000s .r 2345 8-16d 2-10dxl%" 6000s ,
1 `
2880 20-16d 2-10dx1 4 - -
x1 :'
11 "
6500s x '_` 23Q5 8-16d 2-10dx1°/x' 11 f 6500s 2880 24-16d , 2-10dx1 h 6000s 995 s 9-10d 7-10dx1Yx'
60s MIT3511 88-2, 2305 8-16d 2-10dx1Yz" 60s MIU475111 2600 ' 20-16d 2-1Odx11%' 6500s 1475 14-10d 7-10dx11
90s 3800 14.16d 2-10dx1'h" 9os 2, 3275 . 22-16d 2-10dx11" 60s 995 9-10d 7 tOdxlh _
4540s 2305 ' 8-16d 2-10dx11W_ 4500s + 3170 22-16d 2-10dx1'l 90sS 4 1625 14-10d _1210dx1h"_
5000s 2305 ` 8-16d 2-10dx11 5000s 1 a 3170 , 22-16d 2-10dxl% 4500s 995 9-1Od 7-10dx1'/z
6000s
e
2305 8-16d ` 2-10dx1 /, 6000s 3170 22-16d ' 2-10dx1'l" 14 '6500s ,..`` 2305 8-16d ' 2-10dxl' 14 ,6500s °t' 3170 22-16d, 2-10dx1h" 1
5000s < 995 _ 9-10d 710dx91
60s MIT3514 2 2305 8-16d 2-10dxt h 60s MIU4 75114 2700 22-16d 2-10dxl%" 14" 6 d
90s 1i8Q0 A 14-16d ' 2-10dx1'/z 1 905 3870 ' 26-16d , 2-10dx1'lz
xl /," O00S 995 9-10d 710d
65QOs t_ _ 16QQ 14-10d 7 1Qd
60s 995 3-1Qd 7 10dx1 ' 4500s 2305 8 16d 2-10dx1 fa 4500s I ' 3455 24 16tl 10dxl /z
90s 1625 14 10d ` 12 10dx1
V
5004s 2460 10 16d 2-10dx1h' 5000s 3455 24-16d 2-10dx1 .
6000s 2305 ' 816d 2-10dx1Yz' 60005 3455 24-16d 2-10dx1h
6 6500s 'r' t ' 2345 8-16d 2-10dx1Yz 16 6500s , 5 <: ' 3455 24-16d 2-10dxlIA a
60s MtC4 75116 2345 8-16d 2-1Qdx1 % _ 60s FAIU4.75t16 , 2725 , 24-16d ' 2-10dx1'/x
90s 3800 [ 14-16d i 2-10dx1%i` 9Qs a- 3780 = 26-16d 2-10dx1'/z` . Fri
Capacities will vary with different nailing criteria and/or support
conditions; contact supplier or Simpson Strong Tie for further
information.
THAT -_ -- VPA 1 - Capacity values shown are either hanger capacity valuesa.
Joist ' a C
ltb&j
t Nailing Joist
epth} g j psl Y,Tap Plate , Rafter (
see
capacity values are downward loads at 160°l0 load duration.
Y, x 'Capacity',,, R ste0er
l2eptfl, pCl Hanger BCI' Hanger capacities-whicheverisless,
4500s 1181 610d 210dxl/z _ 4500s, LSSUI25 995 9-16d 7-10dxl%
All alien.
50005
Use sloped seat hangers and beveled web stiffeners when
1181 6-10d 2-10dx1 /z 5000s LSSU2.06 995 9-10d 7-1odx1°/z _ BCi" Joist slope exceeds C" per foot.
supported joist and the head of
9lz 600us - ,1 1393 6-10d 2-14dx1 A 6000s LSSUI35 995 9.10d 7-10dx1%z' Leave'hs" clearance (%" maximum) between the end of the
6500s 1363 6-10d 2-10dxl'A 6500s LSSUH310 1425 14-10d 7-10dx1'li`he hanger.
4500s rF < 1443 6-10d 2-16dx1%z 4500s LSSUI25 995 9-10d 7-14dx1h" At max design capacity shown, hangers may exceed standard
Y' deflection b h-".
5000s 1 1443 6-10d 2-10dx1Yz 5000s' LSSU2.06 995 9-10d 7-10dx11 _ - For proper installation cribs VPA, the 2-10dxl h" joist nails
6000s 1443 6-10d 2-10dx1'/` 6000s LSSUI35 995 9-10d 7-10dx1Yz through the bend tabs must be installed at approximately a
6500s - j 1443 6-10d 2-10dx11i 6500s, LSSUH310 1475 14-10d 7-10dx11 45-degree angle.
60s 1443 6 10d 2-10dx1'/V 60s LSSUI35 995 9-10d 7-10dx11 SuppoO I ,,qw r,' enls
905 ° 1715 6-10d 2-10dx1'h` 90s LSSU410 1625 4-14d 12-10dx11" Support material assumed to be Boise Cascade structural
4540s F. 604 610d 2-10dx1' 4500s LSSUI25 995 9-10d 7-10dx1tz
composite lumber orsawn lumber (Douglas firorsouthern pine
species). OOOs
600 6-10d 2-10dx1%z 5000s LSSlJ2.06 995 9-16d 7-10dxVz" _ inimum
supp ort width for single- and double -joist top mount 14
6000sr ,z 1600 6-10d 2-1Odx1% 14 6000s LSSUI35 995 9-10d a M
7-
10dxl'/z" hangers is 3". 6500s
1600 6-10d a 2-1Odx1! _ 6500s LSSUH310 a 1600 14-10d 7-10dx1'! Minimum support width for face mount hangers with 16d and 60s , -
1600 - 6-10d 2-10dx1'/ 60s LSSU135 995 9-10d 7-10WI/V 16d nails is 1 /' and 2 respectively.
R
THQ TFIjoist THE SKH
pth BCIJoistx , Hanger Ip ty i flinjgtt R Rtt„ BCix Hanger (ds)capacrty Ngad
N 3li 9gtS! [?Rthjoist 1 BGIe Hanger
C lltyl H ecCthngaerJRtst
4500s, TH017950 993 6}10d (2)10dxtf' 4500s THF17925 910(8}16dj(2)10dx1%z' 456Qs SKH97uLi_'153 (14)tOdr(10)1Qdxl/,
5C00s TFL2095 993 (6) 1Qd r (2)10dx1fx 500Qs THF20925 910 _ , (8) 10d (2)1OdxI'W 5066s SkWidy4t/ 153 (14) 10d (10)10dx1f
9'la '60GOs TFL2395 1225 , (6) 10d (2)10dx1'fs
9' 6000s, THF23925 1275 _ (12) 1Od(2)10dx11' 'X ,6600s SttN231GL,rR 1384 (14)1Qd-(90)jOdxt z
650Qs TPL2595 1225 (6) 10d (2)10dx1Yz 6500s THF26925_ 275 ,(12) 10d' _(2)1Qdx11 6500s SKF25 ilfR_ 1384 (14) 10d,(10)10dx1h
4500s TH01711P 1068 •(6)10d (2)10dx11 4500s THF17112 910 (8)1Qd(2)10dx11' 4500s SK _97201JR 1434 (16)10d,(10)10dx1%"
5000s TFL2Q198 1068 (6) 10d (2)10dx11 5000sTHr 20112 910 _ (8} 10d t(2)10dx1'l== 5000s ShH2C20LIR 1434 (16) 10d (10)10dxt'l _ 6000sTFL23118
1237 (6)10d (2)10dx1h" 6000s THF23118 1300 (14)10d,(2)10dx1Yz 6000s SKH v raf2 1434 (16)10d,(10)16dx1Yz 11 l' -
11 f - 6560s, 1FL25118
1237 '(6)10d 2)10dx1h 6500s, THF26112 1300 ,(14)10d (2)10dx1%z 6506s SKH' 5 C1r(`i 1434 (16)1Qd (10)10dx1h'1 60s_ TFL23118
1237 (6) 10d , t2)10dx1% 60s THF23118_ , 1300 _ (14) 10dr(2)10dx1/ 60s SKH2320 IR _1434 (16) 1Qd,(1Q)10dx1h" 3 90s TH035118
1589 (10) 10d (2)10dx1 h 90s THF35112 612 (16) 10d, (2)10dxl'fz 90s SF{ s417i tR 900 (16) 16d 10) 16d 4500s, TFL1714
1325 (6) 10d , (2)1OW 4500sr THF17140 1075 _ (12) 10d'(2)10dx1'h_ 4500s, SKH1724t?R 1562 (16) 10d,(10)10dxl% 5000s TFL2014
1081 (6) 10d , (2)10dx1'lz 5000s THF2014Q 1081 ,,(12) 1Od„(2)10dx1%z 5000s S14H2 r flirt 562 (16) 1Odr(10)1Odx111z' 14 6000s
TFL2314 1262 ,(6)10dp(2)10dx1'h_ 14' 6000s THF23140 1350 (18)1Qd,(2)t0dx1'lz 14" •6Q00s SKH23,24L.'R 1562 (16)10d (10)10dx11' 6500s TFL2514
1262 (6), 14d, 2)10dxI'/Y 6500s THF26140 1350 (18) 10dy(2)10dx1%x r 6500s a"EfH25 4L R 1562_ (16) fz 10d,(10)1Qdx1' 60s TFL2314
262 (6)10d,(2)1Qdx1h" 60s THF23140 135Q_ (18)10d (2)14dx1'fa 60s KH2324t'e2 562_ (16)10d,(10}10dx1Ye" 90s TH035140
1625 ,(12) 10d, (2)10dx11" 90s THF35140_ 1650 _. (2Q) 10d (2)10dx1 90s SI'llK 414L'R . 2050 (22) 16d, (10) 16d 111 4500s, TFL1716
1081 (6) 10d (2)10dx1'h' 45QQs _ THF17157 1475 _ (24) 10d( (2)10dx1 h` 4500s, SKH 241,'1R 1690 (16) 10d„ (10)10dx1B" i 5000s, TFL2016
087 , (6) 10d , (2)1Qdx1/i'_ 5000s, _THF2Q157 465 (24) 10d„(2)10dx1 50QOs St , 2G174 _f2 '562 (16) 10d,(10)10dx1''/ 6000s, TFL2316
1268 (6) 10d , (2)10dxVW' 6000s, THF23160_ 1362 ,(22} 10dr(2)10dxlh 6 6000s ((H a>4L=R 1590_ (16} 10d (10j10dx1'fa 6 6500s
TFL2516 1268 (6) 10d, 2)10dx1f=" _ t6 ,6500s, THF26160_ 1362 _ ,(22) 10d((2)10dx1h 6500s, SK '524L,'R 1690 (16) 10d (10)10dxlO" 60s ' TFL2316
1268 (6) 10d (2)14dx1'h 60s _THF23160_ 1362_ (22)10d (2)10dx1Yz 60s SKH2€241 R 1690 (16)1Qd•(1Q)10dx1'fa"1 90s TH035160
1660 02 10d 2 10dx1'lz" 90s THF35157 1687 22 10d2 10dx1Ya 90S xr 1ia 4 r,2 2250 22 16d 1Q 16d THO Double ( BPH
THE Double HD LSSH Joist BCI Hanger
Capacity Na€ling Joist BCI" , Hanger Capacty , . Nailing Joist' BCI Hanger Capacty; N,athng pegth. [I sl
Header, Joist P Fth,. 111;i .. , Header.. Jelst Qppfib, d ,Header ; Joist 4500s TH035950 2050 „(
1Q)10d,(2)16dxl'h' 4500s THF35925 370_ (12)10d„(2)10dx1'lz"( 45QQs 1„S52t2Y 14 ;(1Q}lQd, 710dx1'la . 9%z ,5000g
TH020950-,2i 2330 t(10) 16d, (6) 10d 9%i' ,S000s= iAf 2C 25.:2, 1390 _ ,(Q) 10d„ (6) 10d 9l" `QOQQst -15 P 114Q ,(1Q 14dr 7 SQdX1Y 6000s Zh'023
50-X 2825 ,(10} 16d (6) 10d 6000s :h c r92S 2, 1625 (14) 90d (6) 1Od Si f %E t14Q 1Q i417 10dX1%z 6500s F(}2515ti 2825 ,(
10) 16d (6) 10d 6500s ? Hf s425 , 139Q (12) 10d (6) 10d 6500s SN25 1412 0 1go,7 1Qdx11fa 4500s ` tf 79 } 1140 `
10} 10d; 7 1Qdx1 4500s TN035118 2050 ,(10)
1Od, (2)10dx1%' 4500s _THF35112 1825 (16) 10d;(2)1Qdx1Yz 504Qs 4 F!x 114Q 10) 1Dd (7 10dx1'fa 5000s TH0 0118-2.
2330 (10) 16d, (6) 10d 5000s, THF20112-2 1855 (16) 1Od„ (6) 10d 6000s r ta"f 1140 , 14j 10d, (7)10dx1'fz ) l", 1 60QQs Tt i7t2925 ,(10) 16d, 6} 10d 6000s „7 F23 7 2, 1855 _ ,(16} 1Qd, (6) 14d 65PQs, ( 5+S .3 114p - 19 9Q0; (7)1Qda 1 11l t .1% t.; ...< 114Q < 14 1K 02).1 ctxly;" s 65QOs TH025118 x 2925 ,(10) 16d, (6) 10d 6500s, THF25195 x 1855 _ ,(16) 10dr (6) 10d 69s S51fx5 j 60s TNQ}23i
i32` 3212 (10) 16d, (6) 10d 6Qs T F2 11N,< 1855 6) tOd„ (6) 10d 9Qs , f SSt"15 1Q2Q 14 16dX2 1Qdxt,/a 90s f t N11
t i8 ' 3455 -(10) 16d, (6) 10d 90s .. F D7120 2255 4509s. 5 R1 114Q 19 l Opt 7 14dx1'fz 4500sTH035140 2315 (16} 16d, (
6) 10d 5NDs,
t " xQ . _ 1194 1Q 19d, 7 1Qdx11z 2) 10d (2)10dx11 45Q0s
THF35140 2320 _ (16) 1Od, (2)10dx11 6QOQs, kgl N°a 114Q 19}}j 10d, 7 1Rdx,1'f" 5000s iF Q {:?4t'2.
2330 (10) 16d 6} 10d 5000s 7tfFx094n? 2320 _ .(20} 10d 6) 1Qd 4 ,65Q0s,F17, 1675 J 1Q 10d„ (7 ?Odx1 fi' 14 .6000s TH{?23140-2,
3350 „(12) 16d, (6) 1Od 14. 6000s THF23140-2: 2540 _ ,(20) 10d (6) 10d 60s 1S6N 3 114Q ,(14 16d,(12)10dx1'la 6500s iN0251402 3350 ,(12) 16d- (
6) 10d 6500s iFF `14tk-225Q4 J20) 1Qd (6) 10d 4gps f RN3§ 102Q 14 16d (12)1Qdx11( 60s TNrJr?140-= 3535 (12) 16d 6)
10d 60s THE 3140.2 2540 () t 5QQ (* R1"Q 114Q : 14 1Qd. 7 14(xth" l 90s F'r#7914 3455 ,(10)
16d, (6) 1Od 90s B57146 2820 (20) 16d (8) 10d 4 5op9s 55 2 , 1t4Q 14 104. 7 IQdX1Yz 4560s TF i?3a166 2359 ,(12) 1Qd (
2)10dx1'lz" x 4500s' THF17157-2 2425_ '(22) 1Qd((2)1Odx111/ 16' ,644Qs d 3t 114p 1Q 19d, 7 10dx1'r 5000sr ThC i6d x 2330 10 18d
6 10d 5000s 6QPQs i" UIV i _ 1825 10 1Qd,
7 1Qdx1,1 r23 114Q 241$0, 1 All 16
6000s 72fD Jica ?, 3137 1(12) 16dr (6} tOd 6„ 6000s' T i 239v ? 3050 24) 10d (6) 10d_ _f l 1 19Q 1" 6500s m6m , t8 x' 3137 ,(12) 16d (
6) 10d 6500s' #tF° 'Q 2 ' 3000 (24) 10d (6) 1Od 6Qs 7hO 7tki1-2t 3535 12 16d
6 14d 60s ,rWF?3Y8? 3050 24 10d_ 6 10d4 erinformation, 90s 1 BPH7116 . 3455 10 16d 6
10d 90s HD 160 3385 24 16d= 8 10d RN STRUCTURAL contact CONNECTORS` USP Structural Connectors tors ram, at
1-800 s28 5934or
q NP 1 n r e rt
fi vv vtv a ,pc onnectoris com Bold t e is i rigors required
u eb
stiffer
s rs Capacities will vary with different nailing criteria
and/or MSH TMP support conditions, contact supplier or
USP Structural Joist T Capacity N II3g Joist 1
Capacity ' ra isr a Connectors for further information. De th BCI Hanger Bcl Hanger p (
Il2SI r Header„ J41st 4ePthr & (Top
Plate Rafter Capacity values shown are either hanger capacity values 4500s 45QQs, ,1 Mli 112 , (6) 1
Od , 4)1 Qdx1 h' (see support requirements below) or BCI"' Joist end 91.. 5000§ 91W,5000s, TMP21 1125 _ , (6)
10d 4)1Qdx1%z" reaction capacities -whichever is less 60QQs 6QQQs, TMP23 1375 6 10d ; (4
1 M1'f?' All capacity values are downward loads at 100°o load 6500s E 6500s, _ TMP25 ( Qd 1375 r (
6 10d 4)1Qdx1 .
duration
4500s 4500s • TMP175 1150 , (6) 10d (4
1Qdxl1 ' e sloped eat hangers d beveled web stiffeners when 5000s 504Qs, TMP21 1290 , (6) 10d (4j10 '
I'/ BCI sI s e an Joist slope exceeds /"
per foot. 1/e6QQOs ,
SrP'zs " 1431 ((6} 10d
x (4)10dx1fr' 11'le 6000s, TMP23 425 , (6) 10d (4)1Qdx1'fz' - Leave 'ha"clearance (11a" maximum) between the end of 65oQs 7i12 431 , (6 1Qd, (4)9Qdx1'h" QSQQs TMP25 425 , (6) 10d, 4)10dx11 60g_ Sr#' #2a 1431 (6) 100 (4,( )
dxl%' 66s , TMP23 1425 (6) 100 i (4)1Poll I'R For BChled joist and the head of the hanger, @Qs.. l55#3T22 18Q' 6 1Qd (6)
10d 90s TMP4 1800 6 10d 4 10dx1"lx or Joistapplications, consult USP for capacity 45QQs h4St1722 155Q 6}10d,(4j10dx1'lx
450Qs TMP175 150 610d (4)1Qdx1'Iz reduction 5000E - - 5000s, TMP21 1290 , (6}10d= 4
1Qdx1%z_ ` ppor R q aire,t eats i600os MSH2322 1550 (6) 10d (4)10dx1'
lz 6000s TMP23 1525 (6) 1Od 4 10dx1/z 14' 1 14 - Support material assumed tobeBoiseCascade 6500s3SiiJ7 1550 (6} 10d' (4)1Qdx1/ 6500sTMP251525 (6) 10d `(4)10dx1%a'' 60s M` y(2 22 1550 , (6)
16d ; (4)10dx1'(" 6Qs ' _ TMP23 1525 _ , 6 1Qa: 4 1Odx1'h _ (Douglas fir composite berorsawnlumber 90a - 90s TMP4 1866 6i
10d ' (4
lQdx1%a pispecies). 45Q0s fiF N17> 16¢8 , (6) 10d , (
4)t4dx11/V 4500sv: TMP175 1150 (6} 10d , {4)1Q0, 1 Minimum support width for single- and double -joist top 50QQs -- - 5000s, _ TMP21 1290_ , (6) 10d ; 4
1Qdx1`Jx mount hangers is 3" (1f''for THO hangers). 16 ,6QQQs R1Sd72Ux2 r 1668 ` (,6 10d' (
4j10dx1(z _ 16., 600Qs„ TMP23 550 6) 10d ;(4 1pdxt( Minimum support width for face mount hangers with 10d 65QOs rr RJ,?, 166 , {6) 10d ; (4)
1Qdx1 f 65Qos, TMP25 1550 , ((((6) tOd , (4)1Qdx11 and 16d nails Is 1'le' and 2", respectively. 40s. +1,SPr S2? 1712 M 16d„ (
4)1Qdx1lx 945 iMPR43 194a ` i6114d (4)14dx1,/V
l'
i \
Boise Cascade has a proven track record of providing
quality wood products and a nationwide building materials
distribution network for our customers, helping them to
enhance their own businesses. .......
Boise Cascade Engineered Wood Products build
s better homes with stronger, stiffer floors using only Lifefirne Guaranteed
wood purchased in compliance with a number of Quality and Perforrnancegreenbuildingprograms, Take a moment to view our
sustainability certification site at .r
or view our green
brochure at ,, 1 x , r
Eloise Cascade Engineered Wood Products
throughout North America can now be ordered
FSCO Chain -of -Custody (CQC) certified, enabling
homebuilders to achieve LEEDO points under U.S.
Green Building Council' residential and commercial
green building programs including LEED for Homes
and LEED for New Construction, Boise Cascade w
Engineered Wood Products are available as PEFCe Chain-
of -Custody certified, SFI0 Chain -of -Custody certified and
SFI Fiber -Sourcing certified, as well as NAHB Research t ` It
Center Green Approved, enabling homebuilders to also t in doubt,
2 Qj
obtain green building points through the National Green
jsl,l
y++ fitP 11 3C+e
Building Standard, Boise Cascade EWP
di tribut i,/s ftport center,
call
CIO-, t
r
BOISE CASCADE, TREE-IN-A-GiRCLE, BCL BC GALL, BC COLUMN, BC FRAMER, BOISE CASCADE RIM BOARD, BOISE GLULAM, SIMPLE FRAMING
SYSTEM, VERSA -LAM, VERSA -RIM, VERSA -STRAND, and VERSA -STUD are trademarks of Boise Cascade Company or its affiliates
visit our website et www.BCewp.com Your
Dealer is. BoiseCascade
Engineered
cod Products If
no dealer is listed, cell 1-300-232-0733 Cj1
w-ighf tt" Boise Cascade Wood Products, L.L.C. 2014 a
ESG 08i042015
Product Approval Specification Form
Permit # # 7 - 1 2 7 3
Project Location Address ,
Q -
V `J111111111—, L c-k- v,
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
No6k VOPWAD "#4"
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.org.
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 Approval #
Description
Florida(
Jinclude decimal)
1. Exterior Doors
Swine_ in ThermaTru.. Fiber Classic FL15000-R2
Sliding MI Windows& Doors 420 F1,15332-R2
Sectional Wa ne Dalton 5120/6100/9100 #0230 F 1,9174.3- R I I
Roll Up
Automatic
Other
2. Windows
Single Hun 9_ Silverli!je BId Prod. Cor . Series 2900/4 Sin Flue -_kl,19715-R2
Horizontal Slider
Casement
Double Hung
Fixed
Awning
Pass Thro inh
Projected
Mullions,
Wind Breaker
Dual Action
Other — EEEHHEE
J unc 20 14
Category/ Subcategory Manufacturer Product Florida Approval ##
LPescrlptton uding decimal
3. Panel Walls
Siding ames Nardi Bld Prod Inc HardiPlank L,a FL13192-R4 _
Soffits Aluminum Coils Mastic Endurance FL12194-R3
Storefronts
Curtain Walls
Wall Lower
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
F1, halt Shin ( CertainTeed C:or Roofin Certain feed As . Malt Shin 71es 5 4 4 4 - RR 1 (01
Underlayments — Taniko t haltsaturated Chi anic Felt F1.12328-R7 Roof
in Fasteners Nonstructural
Metal
Roofin Wood
Shakes and Shin
les _ Roofing
Insulation
Water
roofin Built
up roofing stem
Modified
Bitumen Single
Ply Roof Systems
Roofing
slate Cements/
Adhesives
l j Coatin
Liquid
Applied Roofin
stems Roof
Tile adhesive
Spray
Applied j Polyurethane
Roofin
E.
P.S. Roof Panels
Roof
Vents Lomanco Aluminum Roof Louver FL3792-R8 Other
June
2014
Category Subcategory Manufacturer Product Florida Approval #
Descn tion include decirrral
5. Shutters
Accordion
Bahama
Colonial
Roll
Other
6. Skylights
Other
7. Structural
Coat onents
Wood Connectors
Anchors
Truss Plates
Railirj._
Coolers/Freezers
Concrete Admixtures
Precast Lintels Cast -Crete USA Inc High Strength Concrete Lintels FI,158-R8
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelo q Products
Applicant's Signature
June 2014
Florida Building Code Online Page I of 3
FL #
Application Type
Code Version
Application Status
Con i r ne n ts
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Su bcategory
Compliance Method
Florida Engineer or Architect Narne who developed
the Evaluation Report
Florida License
Quality Assurance Fntity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Indenend(mice
Referenced Standard and Year (of Standard)
I.quivolorice of Product Standards
Certified By
J`U 5000-R2
Revision
2014
Approved
Thert-na-Tru Corporation
118 Industrial Drive
Edgerton, Oil 43517
419) 298-1740
rickw@rwbldgconstiltar)ts.,,(,,,,ii
Vivian Wright
rickw rwbidgcons,iltants.coni
Fxterlor Doors
Swinging Fxterior Door Assemblic=
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Fvaluation Ropon - Harccopy Received
Lyndon F. Schmidt, P.E.
PE-43409
National Accreditation and Management institute
1.2/31/2018
Ryan 3. King, P.E.
r Validation Checklist -- Hardcapy Received
Eli—', 20LL)—!!LCZQLL
5undaf d
AAMA/WDMA/CSA10J/l,S,2/A440
ASTM D1929
ASTM D2843
ASTM 1,1635
ASTM E1300
ASTM E84
ASTM G26
TAS 202
Florida Licensed Professional Engineer or Architect
q v of Standards , pif
Y-garr
2005
1996
1999
2003
1998
2000
1995
1994
htit),s:/,'www.floridabuildiiic,.org/pr/pr app dtl,aspx?par tm= w('Tl-'VXQwtt--)quS73Fr2ZyiPo.,. 8/31/2015
Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date pending FBC Approval
Date Approved
Sumrnary of Products
FL #
15000.1
Method I Option D
05/29/2011,
06/28/2015
o710512,01's
08/19/2015
amma=
a, "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without
I ,idelite(s) - Cutswing (X, OX or XQ, OXO, XX, OXXO
Configurations)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant; No
Design Pressure: N/A
Other, cee INST 15000A for Design Pressure Ratings, any
additional use, limitations, Installation instructions and
product particulars, (1his product approval requires the use
of "Y' part nurnber doors and sidelites, whi(.-,h have been
stained or painted within 6 months of installation.)
Installation Instructions
100, 1 A df
Verified By: Lyndon F. Schmidt, P.F. 43409
Created by IndependentThirdParty; Yes Evaluation
Reports pgf.
Created
by Independent'I'l-ind Party: Yes 15000,
2 i b. "Fiber -Classic" or "SmoothStar" 6'8 "Non -Impact" Opaque RbLrglass Door with & without Sidefte(s)
Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits
of
Use Approved for
use in HVHZ, Yes Approved for
use outside HVHZ: Yes Impact Resistant;
No Design Pressure:
N/A Other: See
INST 15D00.2 for Design Pressure Ratings, any additional use
limitations, installation instructions and product particulars. (
This product approval requires the use of dill
part number doors and sidelites, which have been stained or,
painted within 6 months of Installation,) Installation Instructions
tL,15000 _
R2 11 F VaT _,jQLJ ' Qdf Verified y;
Lyndon F. Schmidt, P.E. 43409 Created by
Independent Fhlrd Party: Yes Evaluation Reports
F15000 R2,
A - E j7Y&i j,`jQQ_Q 2 dfCreated by independent
Third Party: Yes 15000.3 c. "
Fiber Classic" or "Smooth -Star" WO "Non -Impact" Opaque Fiberglass Door with 8, without. I Sidel!te(s) - OutswIng (X, OX or XO, OXO, XX, OXXO 1 Configurations) Limits
of Use
Approved for use
in HVHZ, Yes Approved for use
outside Vi Yes Impact Resistant: No
Design Pressure: N/
A Other. See INST
1500D.3 for Design Pressure Ratings, any additional use llm;
tatiorrs, installation Instructions and product particulars. (This
product approval requires the use of "It' part
nurnber doors and sldelites, which have been stained or pointed
within 6 months of Installation.) Installation Instructions Tt _&
Q_'J,
Wlf Verified By: Lyndon
F, Schmidt, P.E. 43409 Created reared by
IndependentThird Party: Yes Evaluation Reports Ell - ,
j5,9DD__
R2_AE_K-yAI, bQ, dfCreated by Independent
Third Party: Yes 15000,4 d. "
Fiber Classic" or "Smooth -Star" WO "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswinq (
X, ox or X6, 6X0, XX, CxxO Configurations) Limits of
Use
Approved for use
in HVHZ. Yes Approved for use
outside HVHZ: Yes Impact Resistant. No
Design Pressure: N/
A Other-, See INST
15000.4 for Design Pressure Ratings, any additional use limitations,
installation instructions and product- parflCUlarS. (This
his product approvalrequire,, the rise of "J" part
number doors and sidelites, which have been stained or painted
within 6 months of installation.) Installation Instructions tLLjQg0
R2_jL'
NSjj_j5D_Q_Q 9>_pdf Verified By: Lyndon
F. Schmidt, P.F, 43409 Created by independent
Third Party! Yes Evaluation Reports LLj5QQQ
R A'
S d f Created by IndeperidenLI'
lind Party: Yes e, "Fiber, Classic"
Or "Smooth -Star'" 8'0 "Non -Impact" Glazed Double Fiberglass Door - Oulswing I Inswing (XX CQnfi91JraHon,;)
litips://www.floridabuil(
Iii-i(,,.org/pt-/pr- app__dtl.aspx'?pararn=wGIl,"VXQwtDqLi4731,r2ZyiPo... 8/31/2,015
Florida Buil(fing Code Online Page 3 of 3
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside Hel Yes
Impact Resistant: No
Design Pressure; N/A
Other, See INST 150,00,5 for Design Pressure Ratings, any
additional use limitations, installation instructions and
product particulars. (This product approval requires the use
of"]" part number doors, which have been stained or
painted Within 6 mon(tis at installation.}
Installation Instructions
Verified By: Lyndon F. Schnnict, P.F. 43409
Created by Independent Third Party: Yes
Evaluation Reports
F-15000 R2 AE
Created by Tfldeperw'entThird Party; Yes
15000,6 f. "Fiber -Classic" or "Smooth -Star" 6'8 "Alon-linpact" Center Hinged Glazed Fiberglass DoubleIDoor - inswing (OX Or XO Configurations)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ- Yes
Impact Resistant: NO
Design Pressure: N/A
Other; See INST 15000.6 for Design pressure Ratings, any
additional use imitations, installation instructions and
product particulars, (This product approval requires the use
of T' part number doers, which have been stained or
pointed within 6 months ofinstallation.)
Installation Instructions
Verified By: Lyndon F, Schmidt, P.E. 43409
Created by Independeril"Diii-d Paity: Yes
Evaluation Reports
1-1-15 -AE-f-VAL 15QQD 6,L dfQQQ_R? Created
by Independent I Wrd Party: Yes Keck
Sil iNier-
fl! qg, !a22A MCnICa, F I
no, State of i'lorlda is an WEE0 e—P oyef PIIyAyy -Mtf— Z ArnerAR : iaNr tinyv -1tinderFlorida
low, email addresses are public records. If you do not want your c-mall address released in response to a pub) I c-recorris recre5l, cio nor send electronic mail
to this entity, instead, Contact the office by phone or by tradltmrial mall. If yo,, have any ques?ions, pionse contact 850.487, 1395, *Pursuant b, Sects <n
455.275(l), Fixida Statutes, effective October ', 2012, licensees licensed u, de, Chapter 455, F.S. ni"k piovide the Derann-sint with ac emall address if they have
one. The emails provided may be used for offidal CQjr'3U,ja1 Jon withthe licensee. heoi—cr email addresses are public accord. If you do net wish to supply a peon'
i address, please provide the Department with an email adriresswhtjj can be made available to the pri)jic- To determine if you are a licensee under Chapter 4.55,
F.5,, please dick it=_. Product Appmeal Accept.;
W 00 19
M https://www,floridabLtilding,
org/pr,/pr—app. dtLasp0pararn zw('TEVXQ-wtl)quS731,'i-2Zyi1-'o... 8/31/2014,
M 4MAI1 "EFK U
THERMA TRU DOORS
I IS NDUZ-AL DR_ EDGER N, OH 4051 7
FIBER CLASSIC"/ "SMOOTH STAR"
8'0 OUTSWING wl & WOUT SiDELITES
FIBERGLASS DOOR
NON -IMPACT' I
G SZAL NID TES
L This product has been evaluated and Is in compEance With the 5th Edition (2014) Florida Building Code
I ,FBC) stfuctacl requhromant inclucling the 'High Vew'rdty Hurricane Zone' (HV,qZ), 2.
Product onrhors shall beos; listed and spaced as sham on defu0s. AnchOT embedment to base rnateJal
shah be beyond wall dressJrQ or stucco. 3,
When used in the "HVHZ'Skis product is required to be protected with an impact resistant covering that complies
with Section 1626 oft reFBC, 4,
When used in areas outside of 1he'HVHZr-_qkiing wind borne debris protection this products requ ed to
be protected YAth on impact resistant covering that cornp5es;,Mt h Section I W9,12 of the 18C, 5,
For 2x stud from rig comtlru allon, anchoring of these units shah be the sarre as that shown for 2x buck MCSOr,
ry COrlltnsCliGh. 6.
Site conditions finat deviate from the details, of f1his drowt-Q require further engineering analysis by a ficansed
err raer or registered architect. 25
la T
ut 1swingconfigurations using csso5tclal kern *39 under active doors, and all A15 used under inactive O 09doors, meet
water infBiTafion requirements for HYHT. 8. Outswing
confGuraltons using s7,9 item # 19 under the door do not me-' I the water infJfration requkernr np;
fax the IHVI-T and shill be irojo'jed ardy in non -habitable areas or at habitable locations protected by
an overhang or canopy such that the angle between the edge of canopy or overhang to Ais
less tear; 45 degrees. 0 37.
5T
MAX. OVERALL x
IC63T
VAX,
UrCRALL FRAMEWIDTh F b
11 1 cEZ OETA
L W/ SHEET 6
DOUKE W/
S,'_QELj7F,!L0Ur. YLNV, I NiT 5_ __jQXX074-'
V
MAX. OVERALL FRAME WJDTH
1> SE
SIE
OF -TAIL 'i41 SHEE7 6
68,W
MAX. OVERALL WDTH,
D 13
36.0G" MAX
DOOR
PANaWIDM
72III
z
0
jj
PANEL
Smooth Stcr
XT ICR
P' PIZONT/V CPQSS
05PANELEL
LATCH TOP PA"L
smomp, Sm)
r I Jv G E_S19 L F -PAIL SmOOTH,
STAR} r
MOO-
M SIAR' EXE-
2112E V.
2z
1.-• LLERIOR
2",
VERTICAL CROSS lIC7tON- 20,
1 PANEL— 1
N.T.S. By,
JK LWS
r—
T-2 c i2
I
36,QT MAX
DOOR
PAN' WDT4
ggi
6
0_QQ)R PANEL
Fiber Clcss;c
r--, Q(- 3
Jl HORIZONTAL C.R03S SECriON
DOOR iANEL
335" 1-45"
LA, M-, STLE3I-
FIBZER CLASS;,-)
C0 I'll RAiL
5
EL,T ER 10 q
2 VERTICAL CROSS SEC -DON'
DrJDR PANEL
n
V--s N.T.S. I
I C,;K. sy: -Irs I
1/2" MIN.
BITE GLASS THK
GLASS
INTEPIOR
INTERCEPTJF.25" STEEL
IN
SPACER
40' SEE NO07E 1
Ai , R SPACE
T11EMPERED
GLASS
j,,i&JLA,7EjD GLASS V/
SV,C Ll- F JE G -,fNf- OF I-"; aL9t —
LiTIPAN,-L Smooth
Star r
40
40AS3 -- 1/2" 'AIN, B-
CLASS THK. 4
G
77:MPERED GLA-
S S AIR
SPACE I '-.
25" STEEL ERIOR
INTERCEPT TEMPERED SPACERR
GLASS SEE
NGi-r- LLINSULATED
G PVC LUTE
FRAME GLAZING F,,-TAL EXTERjOR RIOR
SEE
NOTE
I HORCON-AL
I-ROS-1 SECTION 57, E
FFWE
f OLASST;C U1 L7F FRAM EXTRUDED F'/
C INTERIOR 93
ro
2
7
1
077' LT VLH-,`!CAL CROSS SECTION SIDIL FE
FA EL N—GTE:
Spacinq "or
Ih?m #29 & J41 '0;be frame screws] Js asfoilows:
From 'he bottorn, up on sides; 6,5, with f'7,,
more spaced at 0.875- o,c. 'here ore 12) scre,,-, path top
ind bct!orr In, 2.125' in !ron- ooch 3 _ELITE _OF
GTTOMRAILS;DEI iTE B JkNK SOE Si;LE corner. 2)-,9NGGE'R
JOINTED P-NDEROFA PNE, SG=0.13 R JOINTED PONDDROSA, PINE, S(,'=0.43 4: N.T.
S. B, ITS 4NI-
1 IZ—
FL-15000,3
14 oL OF
1,2
SEE N107 2
SEE NOTE 2rZ) '.p
17
Ex- _R
471
48,
Outswing configuration
see 0 notes, sheet? Fensfor W"j'er 'nfil'tra!ion
ncT S
NO
74e sid"Ele is chroat ast into tre
C 'rro wit: (12) tem 43 8 x
2* On, wood screyv, There are (4)
at eaCd verticol ;cmb, from, the
too down a' 13,5", 48,5`
T ERO P IOR 66'. Tnere (2) cl 'he header
at 4" fr r. ise outside corers of
the frame, there are (2) cl the
4- from, the outside corners.
2. Cpt;oncl surIcce toii; see cezi'gr
presslure chcr! sneet
X 2
zA'
4'
4
r4
67 -
Jn___j
2 VEP71'^,AL CPOSS, SEC-70N
6C
X-
Y`4
ii rF.jZO Rl
U
nEE P,")TE 2 162
N ERJ(DR-
3 VFR7;CAL CROSS SCC7iON
sub-buc,S
EEL NOTE, 2 13
VERT:CA-J CR--Sc; SECTiCh"
Outsswing
see notes'S.eeti
for 'Noter ; r,"'It"Otlorl
z
6
O
L 02/24/12
sy! jK
150Y 0-3 5
or -I z I
i-114' JVUN.
EMB. (T.Yp
L
IHORIZ0147AL CROSS SECT,ON.
06
45
44
TOR 0 p
4
SEE NO7'E
15MiN.
2 HORIZONTAu, CROSS SECDCN
iN TERiOR
ACTVE ClElAl "
A- OPiIONVU
SURFA,, E 50;7 tti AMVE PA.NFl SEE
DESIGN PRESSURE QHA t) 93
V
7
too Q
Z E.
Z Nn-
T-17 1
The sidelite is direct set into the ;Omb with {12) item #43 a #8 x 2' P'h. wood ears., HORIZONTAL
CROX3_13 SECTION There are '4) at COO, vert"Cul from the top down at ?3.5". 31", 48.5" & 66'. There ore (
2) at the herder at 4" from the outside corners of lie fromc, there ore r2j' at the silf,
4' from 'he outside corners. 1
1-1 14" MN
EMB. (Tly?') ;—
HORIZONTAL CROSS SECTION
X-
z
1. The s' ;deRe is direct set into t'.,o Jima with (72)
Item #43 a #6 x 2" pfh. wood screw. there ere
4) cr each vertical jamb, from the top down, of
43.5', 31", 48-5" & 55'. There are (2) at the
header at 4" from the oc-s;de corners of the
frame. There ore (2) at the sill, 4" From the
outside corners,
1"' HORIZGNTAL CROSS S7("TfON
7
1 -'/4' MA.
7M3. (TYP)
SEE NOTE I
H,;R!ZGNTAI CROSS SECTION I --
71
N-I 11?
93
z d;
o
xzT.
z
Is:
z
C ,21241'2
JK
FL-7 5000-3
7 2
A'
7 77,7Tf55'
SOWN FOR MASONRY
RENCE OPENINGrYF.
HEAD M U L 1 0, JAMBS FOR
REFEEREENCE- 2X
BUCK--
J r,-'3TRA-,
AL SHOWIN FOR
REFERENCE 4'-
MASONRY
OPFNINC,;
CONCRE1
F
ANCHOR NOTS 7- C,
BUCK onchorlocations cthecornerzTmaybeadjustedlornoIntolnthemin. 2X BbCK edge distance
to mortar joints. 2. Concrete
anchor 7ocafians rioted cs 'MAX, ON CEWER" must be adjusted no maintain the
mir, edge distance to mortarloints, addjfflonol concrete cncnors may be
reaured to ensure the „MAX- ON CENTER" d-trnerajon arenot exceeded, 3. Concrete
anchor table: R AIVCHbANCHOR
NIKMKCLEARANCE MIN: CIFARANQ' A' TYPE SIZEEMBEDMENWT
TO WSONRY TO ADJACENT EDGE ANCHOR ITW
I TAPCON /
4"
1-114 2- 4. E 0 LCO
114' 4' 2LTRACON
w 2X9UCK
41
4' MULLION
SHOWN FOR
REFERENCE
1p, HEAti
it
it Ii
MULLION
SNOB' NI
f70R
E- NC7- RFFER
it SjNa, W,
11
81.1 ANOIJORING
VASONRI OPENINC 4
4 . .............
0"F
P1
Z
000
XZO
Ec
z
Mo rL
5 q w
xd SCAZ- N.
TS.
car. ar
LFS DIMIAC-MO.: — FL--
75000.3 swaT
8 c,
12
7
7'
3- :
7.0
4,,
7
3- 951 =:'g
Z,'Y iff;-7z0
1 Y%
SEE pi -
OETM, W12X HUCK13, W12X 3JCK "11111W 1
WSTALLATION WSTALLATnN a w 0 N z
z
51 NI X HUCK .,e
V.ASONRY- l,'NIIX BUCK iNSTALLATICN T.
OPEN:NG
INSTAL-,ATION MASONRY-J
7YP. HEAD 9z
z w IL
TYP fl.EAD
TYPAM43T-p RAW C
SEE1, 2X allCK OETAIL
Z-
52
L
2X BUCK-
0 FE
SEE SILLSFE'
DETAIL '4-"
DETAIL SEE
HI DETWL -2i
t &-I'E'E NOTE 7
EL17 ES ;Lc Q-OR-AZLOE, —JTC5
CONCRFE ANCHOR NOiS, UP7 T- ETAl' -1
1. Canalete anchor locations & the come a ma/be acUisted to ma;ntafn the min. UM SliRFACE DCLT STRIKE
edge dTslance to morlarJoinrs, AT THE SILL '-,-,NW12X BUCK
Z Concrete uncrior locations noted as MAX. ON CENTER" mst be acriusted to
maintain fhe min. edge distance to montarjohm'5, additional concrete crichors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeden. 60,W/IX B',K
3, Concrete anchor tabl--, .43 INSFALLATION
QJAIL "5' VNY.
C 4WN 30
z
W$%
7MEtli TqADJACENT ITW
43 0212 411, 2 i
4' 3 BUCK TAPCON*
1/
4" 1-1 21 4- JN;
S7ALI.470N ITW
0
ETAFCOKI3/16" 1-1/4' r 1-1/2- W/-X BUCK Of!
31
WOOD
SCREW INSTALLADON NOTES: Ah
sL ALINSIAL-ATION i
Martam a minimum 5/3edge distance, !"end di5tonce, I" o.c. spacing of FL ASTRAfIA-1 SURFACE 30; T ,5 splitting
of wood- STRXE
PLATE AT ",FAy wandscrewstopreventthe9 12
MASONRY
OPENING
FRAME
2X BUCK—,
SEE
Dr,USL-E DOP
20NCRECAttq,HOR NqTFS, 1,
Concrete ancricrocction-3 of the corners may be adjusted to maintain the min edge
disiorrce to mortcrjoiqfs. 2.
Concrete onchorlocutiom noted as "MAX. ON CENJ—R"m.ust be adjusted to maintair,
the min. edge distance to mortarjoints, add"Irional concrete anchors may
be requued to ensure the "MAX. ON CENTER'dirrensfor are not exceeded 1
Concrete onchortobI 2'
m4cHoR:
AN046R: Mir ,'IZARANEE I TYPE-
SiZP .,TOM
IMMMENTfA:. MW,,,
CVAAANCr TPAP
ANCHOk
TA
ITW
NI&
1/4" 1-1/,r 21 PCO4® TAPCONg
3/16' 1-114- 2" WOOD
SCREW iNSTAILATION NOTES: 1,
Maintain a minimum 5/8' --dg e cr!s t --rc a, I ^end dIrl a n c a. c sp a c,,r ag of wood
screws to prevent the spilling of wood. 7,
3,
W12X BUCK C5',
WIIX BUCK MASONRY
INSTAJ--,ATION OPENING
TI/P HEAD BS`
mot
U FHAM
2X
BUCK Jil SILL SEE
77
11-1 uiFw -
C -C SUCK
INSTALLATION
31 YV12X
BUCK12 j,NSTALLAT-1 614\- 1 1 io
ETA.!
L "3- SEE
N07JE I WlIx
allCK 5 if IINSTALLA
TION 11
VV12X3 11 jC, SEE
DE
WL '5' I
via
A'- —V 13
z
ti
o
Z, O
7-
A 58
59 30
SURFACE
BOLT STRIKE AT
7HE SILL (—,YA(12X BUCK INS
7ALLATION W/
V SUCK i
NSTALLA710N L ....
1/1 A,XLATOIN ;
31
w/
lx - 3jCK Al-,-AT
CN A;iiRAGAL &
SURPACF, P,')T S-MiKi:
PLAT AT HEIr, M N.
T.S. sr, dK
W. LFS
TNI —4J
0. 126"
N =lE
1 THE AS7RAuAL BOLT ' A S`T^RON AT THE TOP
AND THE BOTTOM
24A SEE NOTE 1
AL DETAiL
ry,
E
O
TOP
sz
vu;
LF—I
FL — 15 00 0. 3
ET 11 12
I
NQ--Of FRAMc-
22 35FINGER 0 ill,"MD PONDEROSA P,;,IqF-, SG-0-4'-, i2,
W --1 550"
VA;-L 050"
WALL TR USE
OF THIS COMPONEW CES NOT MEE-, l.
T' IWATER FEQWRE!AENTS Fvft VE,-
C 7-l' HURRiCANF ZOM aj
S JRF -EEL,, -PjZ,,: _LjjLLST lriFA-
QQLT 0
02/
24/12 jK
5
013 D L12
m
R R W Building Consultants, Inc,
WB Consulting and Fogincering Services for the Building h )(h istry
C P.0, Box 230 Valrico, FL 33595 Phone 813,659,9197
Florida Board ofProfccsional EirgirrecTs Certificate ofAtithorizAtion No. 9913
Product
CateSub Category Manufacturer Product Name gory
Swinging
Therma-
Tru Corporation "Fiber Classic" I "Smooth Star" Exterior
Exterior
Door 118 Industrial Drive 8'0 Outswing w/ and w1out Sidelites Doors
Assemblies
Edgerton, OH 43517 Fiberglass Door Non-
lareacc, Scope:
This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F, Schmidt, P.E. {System ID # 1998) for
Therma-Tru Corporation based on Rule Chapter No. 61G20-3, Method 1 D of the State of Florida Product Approval, Department
of Business & Professional Regulation. RW
Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing
or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations:
1,
This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including
the "High Velocity Hurricane ZonoP(HVHZ), 2.
Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco.
3,
When used in the "HVHT'this product Is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC.
4,
When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant
covering that complies With Section 1609.1 .2 of the F13C, 5.
For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6.
Site conditions that deviate from the details of drawing FL-15000,3 require further engineering analysis by a licensed engineer or registered
architect, 7,
Outswing configurations using coastal sill item #39 under active doors, and all sills used under inactive doors meet water infiltration requirements
for "HVHZ!', 8,
Outswing configurations using sill #19 under the door do not meet the water infiltration requirements for the "HVHZ" and shall be installed only
in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or
overhang to silt is less than 45 degrees. 9.
See drawing FL-15000,3 for size and design pressure limitations. Supporting
Documents. 1
1"JR epsort N IqgtaTes InALaborato Stoned by q .ndarA lq§L_ TEL01460337-A,B,C
ASTM D05-03,ASTMI D1929-96 Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. ASTM D2843-99 TEL
01460336-A,B,
C ASTM 0635-03, ASTM D1929-96 Testing Evaluation Lab.,Inc, Lyndon F. Schmidt, P.E. ASTM D2843-99 STTS00001
ASTM G26-95
Sub Tropical Testing Lon Hicks, VP Operations 15427-107362 ASTM E84-
00a Omega Point Laboratories William E. Fitch, P.G. ATI 67508,01-106-
18 ASTM D1929-96 Architectural Testing, Inc, Joseph A. Reed, P.E. ETC 01 -741-10701 .
O TAS 202-94 ETC Laboratories Wendell W, Haney, P.E. ETC 01-741-10703-
0 TAS 202-94 ETC Laboratories Wendell W, Haney, P.E. ETC 01-741-10593.
0 TAS 202-94 ETC Laboratories Mark D. Pasero, P.E. TEL 06-1031-3
TAS 202-94 Testing Evaluation Lab.,Inc. Wendell W, Haney, P.E. TEL 06-1031-4
TAS 202-94 Testing Evaluation Lab.,Inc. Wendell W, Haney, P.E. 2, Drawing No.Fare
ared bar Si Hari Seat cl Pay No. FL 15000.3
RW Building Consultants, Inc. (CA #9813) r-, Lyndon F. Schmidt, P.E. v. 1 Calculations PLrel
lv
tired by "'Agned & SeatedbyAnchoring RW Building Consultants,
Inc. (CA #9813) ndon F. Schmidt, P.E. ASTM E1300 Glass Load
Lyndon F. Schmidt, P.E.y 4. calf Assurance
N.
Certificate of Participation issued
by National Accreditation and Managernent" Institute, certifying that Therrna-
Tru Corporation is manufacturing products within a quality assurance
program that complies with ISO/IEC 17020 and Guide 53. Lyndon F,
Schmidt, P.
E, FL PE No. 43409
2/2/2015 Sheet
1 of 1
THERMA TRU DOORS
I 1 ® IN-5—AL DR- E—A—N. OH 4351 7
Kwffiffalwo"
GENERAL.',rOTFS
This prpduc# has been evaluated cr-,d is In compliance Vlh the 5th Ealbon (2014) Flo6da 8Wdiqg
Code JFBC) strurNt d requirements including the "ifigh Velocity Humaune Zrr,&'IHVHZ),
2, Product ancnors shall be as fisted and spcced as ftyin on dLtrk- Ancho,, embedment to base
material shollbe beyond wall dressing or stucco.
3. When vsed,,n the if,/NZ" th« product recpdffed tone protected Yitt, an impost Tes'stant covering
that complies with Section 1626 of the FBC. 4.
Wraen used In areas outside of the TVir recfjhar,,v4nd home debris Proierf'on this product required to
be potecledwith on impact resIsfant covering that complies With Section I SM 1 .2 of the, FBC.
5. For
2x stud lrcrr ng construclion, anclhm'mg ofthese units shalt be the some as that shc,,n for 2x buck mosorry
comfn--ffon. 6. Site
condt;ons that deviate from the detcEs o'V)is daMrig reqL e further r en.eering analysis by a licensed
engineer or redisiored archilect, 7. This
product dose not mveet the water +Mlllru,kxl secplrements for the ,WV laswing ;nift shol be instated only
in non -habitable areas or of habitable locations protected by an overhang or car,opy
such that the angle between the edge of canopy or oveffiang to dlilis less than 45 deg -des.
37-50'
MAX. OVERALL — FMMEVACTH
1
T- 5
r2
7
L
x
105W'
MAX.
OVERALL FRAME WDTF N-ACT"
VE A'-TTVE Q—CIU
oxxo 74..,
T
MAX. OY'RALL FFVAE WUTH
t> b
68.59,
MAX, 0YRALLYVIDTH SEE
DUAIL "
A.'I SEE DETAJL 'A'/ ( I SHEET 6
5 SHEET 6 22U9LE--u%'
QYNG UNIT Xx OX0
0 0 - '
0 +47.0 .47tO 47 -0704
47.01:1
0212 4/
12 2 sa l;
N.T-S, Z4 7 ch
3f,
cc 12
F
DOOR NTFIRIOR
FANEWDTH
l HORiZON7AL CROSS SECTION
Y DOOR PANEL
4M7
0.336'
1,545"
141-
law
XQ
2
LATCH SI;LE TOP RAil-
SV,00-6,- Swo (SM,00-111 STAR)
S,r,oc,'h Star Lie"
3-54,5,
L-Mgg
STAR) r.1 /SMOCTH STAR)
L —XI E I R I 11—IR
r2'\, VERTICAL GROSS SECTiON
EOc;H PANEL
13
b A
ZoW
7C
02/24/}2
3y: JK
LFS
WNC —wl—
FIL-5000,4 —
iT 2
EXTE'RioF
777,_
LI-ITEP, OR
3&W MAX. I HCRIZ01VTAL CROSS SECTON
DCOR PCOORAi L
PANEL WDIH
e2 4.D22"
16ILI
A 'H' n TOP RAIL
0 Ft C LS C; HIR CLASSIC)
tY
IANEL _,Q00P
Fiber Ciass;,- LLf +l
HUWGE SPLE
FIKR CLASSJC,
BOTTOM RML05 _BOTTOM
CLASS_v
EKTERiO:R r-al'
VERTICAL CROSS SECDON
5.6
N.T.S_
jZ, TF;z GR
25- STEEL
tz oA 3
SEE NOTE
GLAZING DFTA0-
13,9375'MAX.
PANEL WIDTH
7.125'MAX.
1IX1/2" MIN. /2" M
GLASS THK.
ASS
CLASS THK
01 — —
71- A\
11:0= p2)ft
TEMPFRF0
GcA7P RED
GI TLMPERED
LASS GLASS
G
APSPACE A;,R SPACE 18"
25" STEEL E-
6 7-Etyll PLRED GLASS '---
JR\ SPACER
CLASS Al M
a. SEE
NOTE 41
E -6 5 -
IN 4 AS;P, NOTE C
L'T-: FPAlAr---GLAD 4C -12L IAIL v,,—
1NTE3,QP L- C6
36 SEE
NOTE 1 HORCONTA.
1 CROSS SECTION S —
FAWEL iTDEUTE2.
157' 1'
wcd
676-
42
cd
PLAST;
C UP L17 FRAME S
PLASTIC
UP LITT PPAME VERTICAL
CROSS SECTION 1.077' 4S'=
ERANZIL 1-
0 Spig
for (—11 te frome ucrc.5) i
T-- ;
s us fof;ows: ro,- th bottom -.p on sides; 6-l', t- 1,537— 1-53 Y J, wish 17j more speed ct 9.375' o.c, 'Here are (2) screws
both top and bottom of 2.125" in frcrn each SiDELITE
TOP & 307TOM HAiL 3oSiPEUIE OLANK SIDS7 LE comer. F?NGELR
XNTEO PON E 0 SG=G 43 WESA p,,,qE, SC-0.43 SiQE Y` P
ANU Smooth Stc, E02124112
N'T'
S. Ji(
s LFS 0
12
I
F —
0
TF 2
V
S
SEE NOTE 2
c-
tia
4
4
VERMCAL CROSS SECT!';i,N
4
455
42,
2
l 43
2 V: ERNCAL CROSS SECTION'
AIF—TOLF?
SEE N07E 1
Z,
a o Z
Ew K M
4
6 6
39,
Z \
26,
Ix- N7 E3 -I?
SEE
NOTE 2
47
E,7T,CA! CROSS SzEC-,,CN
mown w ix sub -back
OR-50NA-, SURFACE aCLTa ON ACTI'VI: PANEL,
SEE DES;GN PRESSURE CHART)
1 . The sid0ta is direct set ;Mc the jamb with (72)
Rem, #43 c S x 2' pfh, wood screw. There nro (4)
at each ve-rticoi jamb, from the top down at 73.5
ill", 48 5' & 66 " -,Ihere are (2) at the header at 02124112
4" from the outside comers of the frama. "there are N.T.S.
2) #lj c id x 2-1/2" pfh. woad screw at the Z;;- -fjK
sill, 4' from the outside, cor-ners. LFS
2, CPTIONAL SURFACE KLTS ON ACWE PANEL
arwwacc NO-
FL-15000,4
SEE OIEStG.N PRESSURE CHART) LIMT 5 9, IS
WF MN',
C-SM
SEE NaTE i 'TTAFDI,
3 ", IOQ;Z0NFA-I CROSS SECTION
7 __j_fjC)NlZUN!AL
WM
ihe side!iCe is direct set ra'o the jamb
with "72) ite", #43 c #8 . 2" pfhwood
screw. There ore (4) at each verticci
jamb, b, from the top down of 135", 3? 48.
5" & 66". There are (2) ct the header.. at
4" from the outs' ids corners Of the frome-
there are (2) j 1 3 a J8 x 2-!12- pf7hwood
screw at the sill, 4" hom fhq oitsice corners.
ErD2RI-2B
A TM12-
R DETAIN -W
GF710NAL StjPFACE
BOLTS CN ACTAI-I PANEL SEE DESIGN
PRESSURE ChART) 1--.HOR,
ZONTAL CROSS SECTION IM kLE,
N.
T.S. Eix JK
B, LFS
M4 e0-:
v 6
or '1 2
M
401RiZON7AL CROSS SECTION
1 7
EM
The sideUte is direct set into the jamb w4h (?21'
tern, #43 a J8 x 2" pfh, wend screw- There ore (4j
of ecc-' verticol tomb, '.,am the top down --1 13.5,
37", 485' & 66'. There ere (2i at the header at
4 from the cu?side corners of the frome. there ore
2) #12 0 J8 x 2-1 /2' IpJ1 h wood screw ut the
sili, 4" from the outside corners.
11-114' WX
15"MiN 0 -
C-SNK
A
07
M
1z,
ttv
t77- -7 7
DE-RMR
S to
Q 0" P
2 '),,Rj20NlAt- CROSS S
7'
ECTiON
R
035
SEE N 0 -J:
I ......... .
N.7.S
HCR;ZONTAL CROSS SE-CT;CNLFS- 7
SHEET
7 or 12
VASONRY
OPEN N,-
2X BUCK-j
a,"
ASTRAGAL
VJ' I IFN-/'
S,-,0,A,N fop
REFEFILNCE
DOUELE DOOR W/SU' Ea
jUQK--'NCLlQRIt C
MASONRI
OPENNG
2X RUCK -
CONCRETE ANCHOR NOTES:
1 . Concrete anchor locations at the corner may be rousted to maintain the min.
edge distance to morlarloints.
2. Concrete anchor t,-=;onsnotec as 'MAX- ON C!-NTER"rrxjst be adjustedto mc;
r3fa;n the rrm. edge d-alanceto morlarlonts, adaftional concrete anchors may
be required to ensure the 'MAX ON CENTER' dimension are not exceeded. 3-
Concrete anchor fable: ANCHOR_
I
ANCHOR
MIN. MIN. CLEARANCE miMcLEARANcE TO
MASONRY TC) ADJACENT TYPE
SIZE, EMSEDMENT iDOE
ANC96R Frw
TAPCOO
4' ELCO
ULTRACON
1/4' 1-1/4" 4' II
7yp-
H174-1 JAMES
SHOWN
FOR, REFERENCE
II
it
M
U L Li 0 N SHOWN
uR RU
ERENCL RUCK
i
Tyf` OPENINGHLAD 2X
BUCK-I'i 4"
i
c.
N
A,
17RAGAL SHOWN
FOR ff
IiREFERENCE ii
fAASC,
opEt
2
x P- L-
LLG-E-Q(, bJ-(
L,—<AJN CH QRJ —ING JIAI02124112
N.
T.
S, JK FL-
150,
00,4 sir-. 8
2
7r
4-1
MASONRY W/2x Bur?
OPENING NSTALLATO
39 W/IX sjc4
FRAME-\ YP- HEAU &
Tya
0 BUCK
I
2X 9UCK
SEE I
DF-TAIL
Cc -TAIL
7tj
ZQVQ-, 'D 1 17ES , D92,F_V-—
TJHESE (2) A CHORS AA.... ..
REQ':) ONLY WHEN ....
DR > 47 PSF .
T— I it'll I I J, V% I IT -11
H pi
Z O'D
0 z
MASCNR` 9., W/2X 6J,-X 7
g
WSTAL AM,14OPENING
IN/lX DUCK
3
RME -YF:iFAD &
JAMBS 0 BUCK
fiIV, lUCK--
l, 2X Bfl, SEE
SEE 7M
DETA;L
4' 5
E5
f-
0,
NCR5-_TEANCl4OjRNOTFa: I, Concete,
anchorloccfJbra a, fhe comers rnuybe adjusted to mar ntair, the m". edge distance to
morl Jorjbints. a Concrete anchoruaaai
ans named as "MAX, ON CENTER" most oe adjusted to malnfcin the min,
edge distance to ma tarfonts, additional concrete onchol-, may be r--
quk--d to emure the 'MAX, ON CENTEF" dimension are not exceeded, 3, Con :rate
anchor tab 4--: IN LMANC WWARANCZ
ANCHOR" ANCHOk MMASOWYTYPE."'S
JZE': EM,
ITW 114" 1-1/
4'
2' 4' TAFICO ITW TAFCONe 311V
1-
1/
4- 31, 1-1/2° WOOD 5CPEWINSTALLATION NOTES, 1.
Molntoiti a mlifmum
5/8"edge distance, 1" a-d distance, ;"ac, spacing of wood screws to prevent
the spfitting of woad. WM 13 103 -z,
41
W/2X BUCK -'3
C T— W/IX 3UCK
45
37 ;NSTALLAT,CN CEiAI
DETAiL -"3 "2"
ASTRASrstSURFACEFIC SR;
KE PLATES 0 ;,
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ac9a distance to morlarjoir-1s,
2 Concrete anchor iacafiom r, ofed as "MAX. ON CEN TrEl?" must be adjusted tc
mantain the minedge distance to morlarjoints, additional concrete anchor may
be rcquxed to ensure the WAX ON CENTER" dmenaon ore act exceeded, 3.
Concree anchor Table: MIN
MINCLrARANCr-, TO
Akkdwyl TACEYT JTW 4'
TAPCON
WOODSC
RPVV !NSTALI-A T ON NOTES; wood screws
to prevent 'be spOting of wood. SEc DLTAfL "
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F AC E 301-7 STRiK,--: PI ATE LIS 0 7 1,
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R
W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
P.Q. Box 230 Vatricu, FL 33595 Phone 813,659,9197
Florida Board of Prcfieisj<)Ilal Engineers Certificate ofAtithorintion No- 9913
Product
Category Sub Category Manufacturer Product Name
Swinging
Therma-Tru Corporation "Fiber Classic" / "Smooth Star"
Exterior
Exterior Door 118 Industrial Drive 8'0 Inswing wl and Wout Sidelites
Doors
Assemblies Edgerton, OH 43517 Fiberglass or
Phone (419)298-1740 "Non -Impact"
Scope: This Is a Product Evaluation report issued by R W Building Consultants, Inc, and Lyndon F. Schmidt, P.E. (System ID #
1998) for Therma-Trut Corporation based on Rule Chapter No. 61620-3, Method 1 D of the State of Florida Product
Approval, Department of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E, do not have nor will acquire financial interest in the company
manufactu ring or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product has been evaluated and Is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements
including the "High Velocity Hurricane Zone" (HVHZ).
2, Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of
the FBC.
4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact
resistant covering that complies with Section 1609.12 of the FBC.
5, For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction,
6. Site conditions that deviate from the details of drawing FL-15000.4 require further engineering analysis by a licensed engineer or
registered architect,
7. Inswing configurations do not meet the water Infiltration requirements for the "FIVI-17% Inswing units shall be installed only in non -
habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or
overhang to sill Is less than 45 degrees.
8. See drawing FL-15000.4 for size and design pressure limitations,
11 11111milawogrim
TEL 01460336-A,B,C
STTS00001
15427-107362
ATI 67508.01-106-18
ETC 0 1 -741-10701,0
ETC 01 -741-10703,0
ETC 01 -741-10593,0
TEL 06-1031-3
TEL 06-1031-4
st Standard
ASTM D635-03,ASTM D1929-96
ASTM D2843-99
ASTM D635-03, ASTM D 1929-96
ASTM D2843-99
ASTM G26-95
ASTM E84-00a
ASTM D1929-96
TAS 202-94
TAB 202-94
TAS 202-94
TAS 202-94
TAS 202-94
Testing_Ld§9ratory a!gnoly
Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E.
Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E.
Sub Tropical Testing
Omega Point Laboratories
Architectural Testing, Inc.
ETC Laboratories
ETC Laboratories
ETC Laboratories
Testing Evaluation Lab,,Inc,
Testing Evaluation I-ab.,Inc,
Lon Hicks, VP Operations
William E. Fitch, P.E.
Joseph A. Reed, P.E.
Wendell W, Haney, P.E.
Wendel[ W, Haney, P.E.
Mark D. Pasero, P.E.
Wendell W, Haney, P.E.
Wendell W. Haney, P.E.
2. Clrawirr No. Pre aced bySi ned Sealed b
No, FL 15000A RW Building Consultants, Inc. (CA 49813) Lyndon F. Schmidt, P.E.
1 Calculations Pre ared b
Anchoring RW Building Consultants, Inc, (CA ft9813) Yndon F. Schmidt, P.E.
ASTM E1300 Glass Load Lyndon F. Schmidt, P.E.
4. Quality
Certificate of Participation issued by National Accreditation and Management
Institute , certifying that ThDrma-Tru Corporation is manufacturing products Lyndon F. Schmidt, P.E.
within a quality assurance program that complies with ISO/IEC 17020 and FL PE No. 43409
Guide 53, 2/PJ2015
Sheet 1 of 1
Florida Building Code Online Page I of 3
Flc;ffda pafiu nent,, 3C15 HOme 1-09 In User Re4is0ition not -,opi sum'W' sk,rd's,q, slats facts N bllcailans f H3C Start i KIS Sq Mara U11k, Search
Busines
Professigln(') I Product Approvaljw USER: %brc User
Regulation
QVO' 11.'er" "", M"411nu > EMe ,rct gr, H! h >AWkaeQrj__i > Application Detail
Fl- # FI-15332--R2
Application Type Affirmation
Code Version 2014
Applicatlon Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Fmad
Authorized Signature
Technical Representative
Address/Phone/Frnail
Quality Assurance Representative
Add ress/Phone/Emaii
Category
Subcategory
Compliance Method
Honda Engineer or Architect Narne who developed the
Evaluation Report
Florida license
QUdIrty Assurance Entity
Quality AssUFallCO' Contract Expiration Date
Validated Hy
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sectionsections from the Code
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
717) 365-3300 Fxt 2560
b.;itlinger@mlwd.com
Brent Sitlinger
b.sitlir,ger@i-niwd.com
Exterior Doors
Sliding Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or, a
License,' Florida Professional Engineer
Evaluation Report - I lanic-opy Received
I uis Roberto Lomas
RE 62514
National Accreditation and Management Institute
12/31/2015
Steven M, Urich, PE
k 1 Validation Checklist -- I landcopy Received
5t"-d-a—rd Year
AAMA/WDMA/CSA 101/1,S,2/A440 200S
VQ affirm that there are no changes in the new Florida
Building Code which affect my product(s) and nry products)
are in compliance with the. new Horlda Building Code.
Documentation from approved r:vduallon oi-Validation Entity (-'`y,' j)No "-)N/A
1-ittps://,"vw,floridabuilding,org/pr/pr app __dtl,aspx?parattn=w(.jl,"VXQwtl)qtl-19572qvdWI... 8/31/2015
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pendinq FBC Apprevii
Date Approved
Wffff MK90flF35r*?=
FL# Model, Number or Nzinn4a
15332.1 SERIES 420 ALUMINUM SGD
H-15332 R2 COC H,15332-COM,P,Ixjt
Method I Option D
04/30/2015
04/30/201S
05/06/2015
Description
Si RIES 420 ALUMINUM SGD OXO 145--3/4"xbO" NON -
REINFORCED
Limits of Use Installation Instructions
Approved for use in HVHZ: No 0,5-WGROF
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62.514
Impact Resistant; No Created by Independent Third Party: Yes
Design Pressure; N/A Evaluation Reports
Other: REFER TO APPROVAL DCCUM1- N-r FOP, DESIGN ELIU-3-1 -R2 AL_j i7ljpLj(
PRESSURE RATINGS i Created by Independent Third Party: Yes
15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NONIIREINFORCED
Limits of Use Installation Instructions
Approved for use in HVHZ. No FL15332—S2--,
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant. No Created by independent I hird Party: Yes
Design Pressure: N/A Evaluation Reports
Other: RF.FFR -10 APPROVAL DOCUMENT FOR DESIGN F1 - 1 1),_i 32R 2 080911 dFAF511',, - - '.1-P
PRFSSURF 'RATINGS 6mat,'d by Independent Third Party: Yes
15332,3 SERIES 42,0 ALUMINUM SGD CRIES 420 ALUMINUM SGD REINFORCED OXO
REINFORCED 145-3/4"x96"
Limits of Use Installation Instructions
Approved for use In HVHZ: No Fi, -3 Z0, 11R-2 11_101a-, -2-2148A_gmff Approved
for use outside HVHZ; Yes Verified By; Lois Roberto Lorna,5 62514 Impact
Resistant: No i Created by Independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other.
REff-R TO APPROVAL DOCUMENT FOR DESIGN D-11-U'I'LaLAE " '15 12,96 SN p 0 PRESSURE
RATINGS Created by Independent Third ['arty; Yes 15332.
4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX IREINFORCED196"x96" Limits
of Use Installation Instructions Approved
for use in HVHZ: No El"i - 33 -0 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.
RFFEKTO APPROVAL DOCUMENT FOR DESIGN H-j 2 1 2- sF 5jja __ _QAX_Of_ PRESSURF
RATINGS Created by Independent Third Party: Yes 15332,
5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD RFfNFORCFD XXX 1,43"x96" IREINFORCEDILimits
of Use Installation Instructions Approved
for use in HVHZ: No f 3 R2 4 Q&p(j Approved
for use outside HVHZ. Yfs Verified By: I-nis Reber to I ornos 62514 Impact
Resistant: No Created by Independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other;
REFER TO APPROVAL DOCUMFN I FOR DESIGN l'i 1!i7- PRESSURF.
RATINGS Created by Independent Third Party: Yes 15332,
6 SERIES 120 ki INFORCED SERIES 420 RFINFORCFD ALUMINUM SGD OX, XO, XX ALUMINUM
SGD 96"X96" Limits
of Use Installation Instructions Approved
for use in HVHZ: No QR-00 109,Cjjdl Approved
for use outside HVHZ; Yes Verified By: Luis Roberto Lamas 62511 Impact
Resistant: No Created by Independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other:
REFER 10 APPROVAL DOCUMFN'r FOR DESIGN F t5i 2 i2-./' F 5, QUQBjpOf PRESSURE RATINGS
Created 13yIndependent Third Party; Yes 15332,7 SERIFS,
420 REINFORCED SERIES 420 RE 1,NFOk(-,l"D ALUMINUM SGD OXO 146"x96" ALUMINUM SGD I
I 1-ittps://www.
floridal)Liilditig,o:rg/'Pr/pr app___dtl.aspx?paraTit=wGEVXQwtl)qtII8572qvdWI... 8/31/2015
Florida Building Code Online Page 3 of 3
Limits of Use Installation Instructions
Approved for use in HVHZ, Na
Approved for use outside HVHZ: Yes Verified By: Luis Roberto 1-orrias 62514
Impact Resistant, No Created by Independent'l-hind Party: Yes
Design Pressure* N/A Evaluation Reports
Other,. REFER TO APPROVAL DOCUMENT POP, DESIGN R2 AC_-5,1 5,[___pdffQtD
PRESSURE RATINGS Created by Independent Third Fifty: Yes
15332.8 SFRIFS, 430/440) ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - I REINFORCE --.D
Limits of Use Installation Instructions
Approved for use in HVHZ- No ELL-11W, K
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Mire Party: Yes
Design Pressure; N/A Evaluation Reports
Other: REFER 1-0 APPROVAL DOCUMENT FOR DESIGN i1—i11-0,z V AF
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 ,IL
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant; No Created by Tridependent'rhird Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT 70P, DESIGN --I , F332 R - _ptE 1Ft E.lqd _V
PRESSURE RATINGS Created by Independent Third Party: Yes
E9 Kig
Acpgtt, Falt hpgjIq ft ';I-- ' 18 --4ffi.
Th,. State of Flor Ila IF an AAII:EO employer, C.
Under Merino law, .—b kdd,,,,,ss are public records, If You do not Want your e-mall sedres's released in response to a pubkc.-ok,ards roqueSt, do not send
electronic mail to Unit entity, Instead, cortact the office by phone or by tradib-al mail. If you have any questions, please ccritart 6350.487, 1395, -Ko—ant to
Setdt". 455.275(l), Florida Szalbjdas, el"tortivis October 1, 2012, licensees I'mrisad order Chapter 455, F.S. must provide the Department with ar, atm, at; address if
they have one, The entraft provided may be used for official communication with the Hoersee. However entail addresses are public nectord, It You (10 not wish to
opph, if personal address, please. provide, the Department with an emill address which can be made available b, Ina Dri To determine If you are a liconsee under
Charts, 455, F.S, please click
product Approval Accepts:
W WN Ek M
littps:i'/w-vvw.floridabuilditig.org/pr/l)r_app 81/31/2015
VOWS'
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NOTES:
INTERIOR AND EX-jER!OR FINISHES, 8YOTHERS,
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WINDOWS AND DOORS LLC 1,
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0 47,7 106.00 126-00
h" -00.00 T-N-.---r
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0 _34_" 3 2. 1- 25.0 42 25,0 393 25,0 36.
2 25.0 i2-4 92-0 25,0 429 25.0 W2 25.0 332
1256 3GS 40-1 ZO 35.3 2-.D SIA 25,0 PART #4
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W WINDOWS AND DOORS LLC
1001 W. CROSBY RD
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SEERf79 430/440 XIX SGD
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5
SHEE' NOTFS' 1POEMIR AND
EXTEMOR
FIWSf!F-S, 13Y OTHERS, NOT a,'OVVN FOR OLAP!-'
2, TORE VA'7H ASP/
1-Pl'?
W.1 WINWNS AND DOORS
LLC 1001 W. CROSBY RD CARROLLTON,
TX 75006 SERIES 430/
440 XIX SGD
143' . 96" REINFORCED FRAME INSTALLATION
DETA' I S
A.' 08-0503 NIS 02/
23/
09 5
OF 9 AT7 AP?PQVM 03/1,
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FF?AVIIVC- OR 2XgU''KiNSTA.1 LIMON NOTES:
i.
WTERIORII.lib EXTERiOR PWSHES, PYOTHIERS, NOT
SHOWN OR CLAR,"y- a
PERIAVE f Eft AND JOINT SLALAW T BY 077-ERS TO BE DESIGNED '
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INSTALLATION DETAIL PH
WINDOWS AND DOORS LLC 1001
W. CROSBY RD CARROLLTON.
TX 75006 SERIES
430/440 XIX SGD 143" x
96' REI1*0RCED FLANGE NSTALAT1ONDETAILS
YtA?N; REV 7
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JAMB [
NSTALLATION
DETAIL
PI,
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WINDOWS AND DOORS
LC 1001 W. CRCSBY RD
CARRO t LLTON, TX
75006 SERIES430/44C XIX
SGD 43' x 96" REINFORCED
FLANGE !NSTALLfi,TIGN DETAILS
T S R e08-00506
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HOOK STRIP'
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METAL STRUCTURE
INTERIOR TR M m\
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NOTES:
tV ERtOR AId EXTEPjOR rMSHES,, 3Y OTHEPS.
NOT SHOWNFOP OR01APCf Y. 10
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Building Setbacks FINAL BOUNDARY SURVEY
Setbacks: Per construction plans for WYNDHAM PRESERVE - LOT 44
WYNDHAM PRESERVE", City of Sanford,
Seminole County, Florida.
Front = 25'
Rear = 20'
Side = 10'
Side Street = 25' LOT 42 LOT 43
25.0'
SIR N89 0'5 1 "E
wdo_
DINIW NSION NOTE: 1.2'
Building dimensions shown hereon Q)
are of the exterior. 11 .7' 6 9 - -----------------------
SETBACK LINE (TYP) OI N LIJ
LOT
44 21
AREA= 8,833 S.F. z
0) (n 10. A/
C PAD q II 3". in PATIO0D _
0 C -
E5 tri 12,5' 26.0 2 0! 27.5', u_ < 41
1 0 as
940 38.01CrQ> 410IQ
UJ 0 LOT
45 2STORY Q > cr_ U)
an
cr_ RESIDENCE 00
2376
BLUE
GROUSE 0 00 LANE
6 a -0
Z 0) C
C DC0
a MDM
FEE=
28.3 PORCH 12.5':
25.3 0 Co 12.7
f27.5'! cv 3t
4
A
A
CONC
WALK -n ai > L6
101 UJ .t J
4 z
4
0 IA"DHAM
PRESERVE z W z LOT44
SIR CONC 52. CURB
W
PB
81, PG 93) se.9 46'51,- W K-77- X 4- z W
C 5' CONIC Q) ui 4M, . SIDEWALK 2 740P_
0) BLUE
GROUSE LANE 0 50'
RIGHT-OF-WAY ea (PRIVATE
ROAD)
102.92' PCP CENTER
LINE:/**"
S 89'40'51 W 280.00' k, CURVE
DATA
TABLE NO. RADIUS
DELTA ARC CHORD BEARING C1 25.
00' 089*57'48" 39.25' 35.34' S 44'41'57" W LB —Licensed
usiness LEGENT):ADUSSD—Access/Drainage/Utilities/Sidewalk BFP ackflow
Preventer 4Sight Distance Easement I urvey
FIRM a rmonent Ref. Monument R eparted
PCP --Permanent Control Point Description JR1
FP&L —Florida Power & Light Plat FFE —
Finish Floor Elevation D. B. —
Deed Book M —Water Meter O.R. —
Official Records Book M —Water Valve P.B. —
Plat Book I' —Fire Hydrant Pg. —Page
RCM —Reclaimed Water Meter Elev.—Elevation
RCP®— Reclaimed Water Valve Cone, —Concrete
U—Cable Box BP —Brick
Paver M—Telephone Box SW —Sidewalk
Electric Box IFFE—Finished
Floor Elevation O—Utility Pole C —Curb
Inlet Guy Pole GTI—GrateTopInletLightPoleP.U.
E.—Public Utility Easement Guy Anchor RCP —Reinforced
Cone. Pipe OU--Overhead Utilities PVC —Polyvinyl
Chloride G—Storm Sewer Manhole NCS —No
Corner Set (Falls in Water) G—Sanitary Sewer Manhole SF —Square
Feet EHHo —Electric Handhole D.U.
E.—Drainage/Utility Easement Coo —Clean Out FMGD—MAG
NAIL & DISK CV>< —Irrigation Control Valve P.K.—
Parker Kolon Nail Sign SIR —Set
1/2" Iron Rod LB7768 WX—Gate Water Valve SPKD —Set
P.K. & Disk L87768 Gas Meter FIR —Found
1/2" Iron Rod LB7768 11,,q—Existing Grade FIP—Found
1/2" Iron Pipe L87768 a —Blow—off Valve FPKD —Found
P.K.Nail & nk LB7768 -*_—Drainage Flow Direction FCM—F
und 4"x4" Concrete 0 eeProposedDesign Grade nument PRM
LP778 As—Built/Existinga Grad ffinomoXNMOinaboveINote: Someitemsnobea2flica Ie REVISIONS Description
Date
I Dw n. I C k'd I P.O.rder No. SURVEYOR'S
NOTES: 1. Current
title information on the subject property had not been
furnished to GeoPoint Surveying, Inc. at the time of this
survey, and is subject to title review and/or abstract. GeoPoint
Surveying, Inc. makes no representations or
guarantees pertaining to easements, rights—of—
woy, set back lines, reservations, agreements, and other
similar matters. 2. This
survey is limited to above ground visible improvements, and
that nothing below the ground was located including,
but not limited to foundations (footings), utilities, etc.
3. Elevations
shown hereon ore in feet and are referenced to the NATIONAL
GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This
Survey is subject to matters shown on the plat of WYNDHAM PRESERVE",
City of Sanford Seminole County, Florida. 5.
Additions
or Deletions to survey maps or reports by other than
the signing party or parties is prohibited without the
written consent of the signing party or parties. 6.
This
survey is intended to be displayed at 1 20% 7, All
boundary line dimensions are field measured unless otherwise
noted. INIMN FLOOD
ZONE:
The property
shown hereon is on the Federal Emergency Management
Agency's Flood Insurance Rate Map
Panel Number J2,122,-7KH, in Flood DESCRIPTION: LOT
44, according to the plat of "WYNDHAM
PRESERVE" thereof as recorded in
Plat Book 81, page 93 of the PublO-- Records of
Seminole County, Florida Last Date
of Field Survey: 11 Z07Z2017 555 Winderley Place, Suite 109 This certifies
that a survey of the hereon described property Maitland, FL 32751 was made
under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set
forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors & Mappers
in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant
to Se tion 472.027, Florida Statutes, 7 Surve
ing,
Inc. eAfames D.
Levine- LS6915 Drawn:
M FLORIDA PROFESSIONAL
SURVEYOR & MAPPER NO . ................Date: TP8
Data FlNa.: I e..BrissonEast-Plot e. .11
0 NOT VALID
WITHOUT THE SIGNATURE AND THE ORIGINAL 17 Order
No . SEC I
a A , 17TWN, Field k: LISED SEAL —OF A FLORIDA LICENSED SURVEYOR AND MAPPER 20 S. RING. 31 E.
ENVIRONMENTS FOR
SITE ID: 362984 LOT: 44 BLOCK: SE: 7:•, STREET x . 4.M fTY: SAPFF STATE: FL ZIP: 3277t NTY: SEM
ACCOUNTt8; TAFL BUILDER: ST FGitT ES SUBDi 6 PRESERVE COMMUNITY: WA PLAN: NOR 10118=17 PROGRAM: HERS TESTER: ENWRONMENTSFORLIVINGPROGRAM
TEST: BLOWER DOOR RESULT: PASS TESTER: Damilevelle DATE: !(Mt 47 ..
Certifies! Gruen Pmgmm Level Requires V aTal inepecom
Mechanical
SYSTEM i WATER HEATER.. GARAGE AO SMITH ENT50 110
SYSTEM 2 WATER HEATER
SYSTEM 3 WATER HEATER
SYSTEM 4 WATER HEATER
SYSTEM i FURNACE
SYSTEM HVAC OUTDOOR
UNIT OUTSIDE CARRIER CH141\16036
SYSTEM i HVAC INDOOR COIL
SYSTEM t HVAC AHU (HEAT
PUMP} INTERIOR CARRIER TD4CNP036
SYSTEM2 FURNACE
4YSTEM2 HVAC OUTDOOR
UNIT
SYSTEM 2 HVAC INDOOR COIL I
SYSTEM 2 HVAC AND (HEAT
PUMP
SYSTEM 3 FURNACE
SYSTEM 3 HVAC OUTDOOR
UNIT"
SYSTEM 3 HVAC INDOOR COIL
SYSTEM 3 HVAC AHU (HEAT
PUMP)
SYSTEM4 FURNACE
SYSTEM
HVAC OUTDOOR
SYSTEM 4 NVAO INDOOR COIL
SYSTEM 4 HVAC AH{J (HEAT
PUMP)
TEST: BLOWER DOOR RESULT: PASS TESTER: DatoDATE: 10/1 17 BUILDING
SPECIFICATIONS BUILDING
ASOEWN-VALUES ASBMT-VALUES COLOAMt4T WATER HEATER
SIZE. EFFICIENCY & LOCATION PRIF) INFILTRATION (
HOUSE
LK6} ACH (REM) NA N : 2.5$ Ci ' 2.55 ACM cil 50 Pasoal FRESH AIR
VENTILATION TYPE (PRIF) VENTILATION PAN
MANUFACTURER (REM) NA NA VENTILATION FAN
MODEL # (REM) NA NA VENTILATION FLOW
REQUIRED (REM) NA NA VENTILATION EQUIP.
RATED CFM (REM) NA.. NA VENTILATION # OF
FANS (REM) NA VENTILATION TIME -
HRS/DAY SPECIFIED (REM) NA NA VENTILATION TIME
SET BY HVAC CONTRACTOR - MINUTES PER
HOUR (PRIF} FRESH AIR
VENTILATION FAN WATTS (REM) NA NA MEASURED FAN
WATTS OR PER MANUFACTURER'S SPEC'S(
PRIF) INTERIOR % OF
CFUS (PRIF) DISHWASHER (PRIF}
REFRIGERATOR (PRIF)
FOUNDATION TYPE (
PRIF)' SLAB TYPE {
PRIF} SLAB AREA(
PRIF} SLAB DEPTH (
PRIF} SLAB FULL
PERIMETER (PRIF) SLAB GRACE (
PR)F} HEATING (REM)
NA NA COOLING (REM)
NA NA m.. AIR
SOURCE
HP (REM) NA NA WATER HEATING (
REM) NA TEST: DUCT
SLASTER RESULT: PASS TESTER: Da"RovWle DATE: IOYlW2017 TOTAL CONDITIONED
FLOOR AREA CFA SQ
FT) DUCT LEAKAGE
TO OUTSIDE % TARGET TOTAL DUCT
LEAKAGE % TARGET SYSTEM 1
SO FT. SERVED (CFA) ..) 0 2,401 . T CONSTRUCTION SYSTEM 1
DUCT LEAKAGE TO OUTSIDE '. „ ' SYSTEM I DUCT LEAKAGE TO OUTSIDE SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET ' . (
CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 1
TOTAL DUCT LEAKAGE :.,' SYSTEM 1 TOTAL DUCT LEAKAGE + SYSTEM I TOTAL DUCT LEAKAGE (% OF CFM25) TARGET (
CFM25) ACTUAL I CFA) ACTUAL.. SYSTEM 2
SO FT. SERVED (CFA) SYSTEM 2
DUCT LEAKAGE TO OUTSIDE . (S SYSTEM
2 T LEAKAGE TO OUTSIDE SYSTEM 2 T LEAKAGE TO OUTSIDE CFM25) TAR (
CFM25) ACTUAL OF CFA) ACTUAL SYSTEM 2
TOTAL DUCT LEAKAGE S `, SYSTEM
2 TOTAL DUCT LEAKAGE - SYSTEM TOTAL DUCTLEAKAGE (%OF CFM25) TARGET (CFM25)ACTUAL CFA)ACTUAL SYSTEM 3
SO FT. S (CFA) SYSTEM 3
DUCT LEAKAGE TO OUTSIDE .. SYSTEM 3 DUCT LEAKAGE TO OUTSIDE .. SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET " (CFM25) ACTUAL '. (% OF CFA) ACTUAL SYSTEM 3
TOTAL DUCT LEAKAGE '..." SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET (CFM25) ACTUAL CFA)ACTUAL SYSTEM 4
SO FT. SERVED (CFA) SYSTEM 4
DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE i SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (
CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 4
TOTAL DUCT LEAKAGE:`" .0 SYSTEM
4 TOTAL DUCT LEAKAGE '( SYSTEM 4 TOTAL DUCT LEAKAGE(%OF CFM25)TET (CFM25) AC .. CIA)ACTUAL
TEST: DUCT TER RESULT: PASS TESTER,, Dave tie DATE; 1011WM17
DUCT LEAKAGE TO OUTSIDE (REM) NA
TOTAL. DUCT LEAKAGE (REIN) NA
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Form R405 Duct Leakage Test Report
Performance Method
Project Name: Wyndham Preserve Builder Name: Starlight Homes
Street: 2376 Blue Grouse Ln Permit Office:
City, State, Zip: Sanford, FL 32771 Permit Number:
Design Location: Jurisdiction:
Duct Test Time: Post Construction
Duct Leaka 1 st Results
CFM25 Duct Leakage Test Values
Line s a ToSystemye Outside Duct Leakage
11 s eSystemSystem 1sm 52 cfm25(Out)
U)t1—t)
2 sSystem System 2seTr24 cfm25(Out) u
sSystem 3— ys et u- cfm25(Out)
4 System 4System4 cfm25(Out)
5 tal House
S I
Total House
Sum lines0Systemmr" Duct System 1-4 52
Leakage
Divide by 2401
Total Gorairtio-(i RIM Area)
L
0.0217 (Qn,Out)
I hereby certify that the above duct testing
performance results demonstrate compliance with the
Florida Energy Code requirements in accordance with
Section R403.2,2.
Digitally siyned by Dave Revelle
Date: 201 10,19 11:52-30 EDT
CN-Dave Revelle0--TopBulld I
Home Services OU, EMAILADDRESSzdave.
reveile Rater
Of Record: 01opbrald.com, C-US Printed
Nam: Dave Revelle RESNET#:
4311088 Date:
10/19/2017 Duct
tightness shall be verified by testing to Section
803 of the RESNET Standards by an
energy rater certified in accordance with Section
553.99, Florida Statutes. Thank
you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions, 362984