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3941 Saltmarsh Lp 18-909; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 BUILDING APPLICATION #: 18-10000163 BUILDING PERMIT NUMBER: 18-10000163 R.rrr%1 DATE: February 28, 2018 % -ct®-f UNIT ADDRESS: SALTMARSH LOOP 3941 LOT 177 17-20-31-502-0000-1770 A 3a1, 50Lf TRAFFIC ZONE:022 JURISDICTION: C R SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES OF FLORIDA ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3941 SALTMARSH LOOP / LOT 177 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housingg 54.00 1.000 dwl unit 54.00 SCHQOLS CO WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PA 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION MUST BE EXERCISED DAYS OF THE DATE CERTIFICATE OF OCCUPANCY MUST MEET THE REQQUIREMENTS COPIES--OF-RULES-GOVERNING OF ANY OF BY FILING A WRITTEN ABOVE BUT NO LATER OR OCCUPANCY. OF THE APPEALS_MAY_BE_PICKED_UP, THE ABOVE MENTIONED REQUEST WITHIN THAN THE REQUEST COUNTY LAND DEVELOPMENT IMPACT 45 CALENDAR FOR OR REQUESTED, FEES REVIEW CODE. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE N "'+ qVn FEB 15 2418 pia jo dZ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Is- q 0 q Documented Construction Value: S I. 3O L5o&{ •°O Job Address: rh L—af Historic District: Yes No Parcel ID: 17-20-31-502-0000-1116 Wyndham Preserve Lot 111 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 -Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1406 Old Alabama Road, Suite.200 Resident of property? : No M City, State Zip: Roswell, GA 30076 7 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fag: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kutp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA `- E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boile , heaters, tanks, and air conditioners, etc. FBC 1053 Shall b inscribed with the date of apptication and the code in effect as of that date: P Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and.there may be additional pennits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID ki Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name Sign ureof No State of Florida el Date Shayne M NOTARY PUBLIC STATE OF FLORIDA i Commix GG113111 spires 6121 /2021 Contractor/ Agen is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building`" Electricalof Mechanical ff PlumbingZ Gas[] Roof Construction Type: Vg Occupancy Use: (Z 3 Flood Zone: Y, 5 EL Total Sq Ft of Bldg: ZIa40t Min. Occupancy Load: # of Stories: 2- New Construction: Electric - # of Amps 1150 Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No [A # of Heads APPROVALS: ZONING Ro UTILITIES: COMMENTS: ENGINEERING: FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. iia np. 2.2( 00 vWat9ella,n - S, CcI Fire Alarm Permit: Yes No [Z WASTE WATER: BUILDING: 5r , • LL-IR Revised: June 30, 2015 _ _ .. Permit Application U,-t 1. i t CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 192- 9 O q Documented Construction Value: $ - k 3k 1 1 $ Job Address: 354V' JaV YY)0.Ys h L- Qe .7 n n- gl Historic District: Yes No Parcel ID: 17-20-31-502-0000- 11-to Wyndham Preserve Lot 11-1 Residential 12 Type of Work: New ® Addition Commercial Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 'Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fax: 407-647-0700 State License No.: No CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@rrluihemkulp.com Bonding Company: Address: NA Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IN PROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that -date: P Edition (2014) Florida Building Code Revised: June 30, 201S Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records.of this.county,.and-there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name 1 1 " e c:)a . Sign= re of Nota -State of Florida Date Shayne M ngel NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 Nc a Aires 6i21/2021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: etfi—)6 WASTEWATER: FIRE: BUILDING: Revised:.June30,2015 _._.__.._.—_ ... _ _ Permit Application.___._ 1Po 15R City of Sanford Planning and Development Services Engineering — Floodplain Management 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.mangel@starlighthomes.com Property Address: 3941 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1770 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: 0 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) OFFICIAL US' O 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: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-909 Reviewed by: Michael Cash, CFM Date: Marchl, 2018 11 0 Application for Paved Driveway, Sidewalk or Walkway(2 11 Including Right -of -Way Use & 9 g Y 877- Landscaping in Right -of -Way www.sonfordn.gov 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 part 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 or landscape improvements within the city right-of-way. It does not approve any work within any other r jurisdiction's right -of -Way. All requested information below as well as a current survey, site plan or plat clearly identifying the KIw1..bnsbelow size and location of the existing right-of-way and use shall be provided or application could be delayed. Callbdorepu ft 1. Project Location/Address: 39 url a 1 NY1Wl. 1'1 Q r `a r"f6ra t—(, 3 an-j, 3 2. Proposed Activity: 0 Driveway 3. Schedule of Work: Start Date FAWalkway Other. 4. Brief Description of Work: Construction Of New SFR Completion Date Emergency Repairs This application is ubmitted by: Properly n Signature: Print Name: 17rNici Address: 1064 Greenw- vd Suite 124, Lake Mary, FL 32746 Phone: ( 407) 708-0161 Fax: 407-647-0700 Email: sheyne.manget@stadighthomes.eom Date: Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stonnwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requesters expense and, if necessary, file a lien on the Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have re#,"dtunderstand the above statement and by signing this application I agree to its terms. Signature: Pre - pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Date: a—V A—N I This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Date: Official Use Only Fee: Date: Date: Date: Q Date: Date: 1- fluor CV 14 ROW Use Ddve".pdf LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: a -1 a,-1 5L I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): V The specific permit and application for work located at: 254-1 JgfL+ LacQ. —4L r4zrd t V-A, 3az-73 Suee Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Wllets State License Number: CGC1522347 Signature of License Holder:;p joks-1 STATE OF FLORIDA COUNTY OF Seminole The foregoing instru ent was acknowledged before me this -aday of rso5ly200,by obert Willets who is ew to me or o who has produced as identification and who did (did not) take an oath. ko `/ Signature Shayne Mangel en"ARY PUBLIC STATE OF FLORIDA Comm# GG113111 CE 19 Expires 6/21/2021 Rev. 08.12) pi2 C Y`QrQ, Print or tWe name Notary Public - State of _ Commission No. My Commission Expires: REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60. Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence u yso_..yo ELEC< RI . tn..a :7a,.rao• a ...,. :Wy,, _ - • y_., w: .:'•r._- v,:<ro-... ,lt ` r iV iIT7 •C'•b; :.S ,wr7.i.7 "'.'n:r:•Y`\- !`'i N.•.,:r; ••`•,.°'a .-dij=' t.6 '•CAL•.PE =i•:• -•,-s.'•;'..•:;..,5. K;. r •},• Fr, Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final i i P• 9,1 Min Max Inspection Description 10 Plumbing Underground ' 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final i 1 i Y--'m`YG,v(v, N ECHA_ 1NIC_AL q <msn, v v: PER_ 1V_I ItT,,'" L_ t cti.. , y :t+,•7 b ^ .Yi 3'. t•' h . PO"' ti+,t`.-{,, r. 5,+. 9'.,,,.:_,. 5`j`;g. •: % ;r;1 rw:•• •-"+!'- • 3w_ .:y .s.._ .a. ft%t:. _.ti .;'• br_`t ks.t.dir'1i.n::• Min Max Inspection Description ' 10 Mechanical Rough 1000 Mechanical Final i i i i REVISED: June 2014 REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Q —1 Z -1 Z LAUP Project Name: Wyndham Preserve - Lot 1-11 Project Address:3'%Lt% t •ai-, Sanford FL 32773 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: l . This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. 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 terminate 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 damages 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 AHJ). 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-power 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 GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. W4t_qAL_ PrintCm of Owner/Tenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print N e of Gen. Contractor Sighture of Gen. Contractor CGC1522347 Gen. Contractor License # F_ QS& rbrook Print Name of El. Contractor ignature of El. Contractor Ec 00030" ( D El. Contractor License # CALLED INTO: Progress Energy o Florida Power and Light on _/ / Rev. 02/10/15) THIS INSTRUMENT PREPARED BY: Amy LatC.;LyName: Starlight Homes Florida, LLC GRANT MAI.O'f SEMIhiOLE COUNTYAddress: 1064 Greenwood Blvd Suite 124 Lake Marv. FL 32746 CLERK OF CIRCUIT COURT & COMPTROLLER BY, 9074 P9 1253 (1Pss) NOTICE OF COMMENCEMENT rECORDED'02/13/201OW 10:59:03 AM RECORDING FEES $10.00 State of Florida RECORDED BY hdevore County of Seminole Permit Number: Q 6 00 Parcel 10 Number. 17-20-31-502-0000- 1-1 -(0 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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) Wyndham Preserve PB 81 Pas 93-102 LOt 1-1 1 Address:Zc%41 Sal t'r*ti Ys n a eQ ::f r`Av1rA 1--(r, 3Z—i-1 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida. LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 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: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Lienors 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 I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penal perjury, I declare that I have read the foregoing and that the facts stated in it are true to the st f my owtedge and belief. gneture Owner's Printed Name Florida Statute 713.13(1)(g): 'The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead' State of -El— County of i , 1 Tha foregoing instrument was acknowled ad before me this L day of V LA20 ` by Who Is personally known to me Name of person making statement Cr. 7 OR who has produced Identification type of Identification produced: } Shayne Mangel 011002 NOTARY PUBLIC STATE OF FLORIDA Comm#GG113111 Expires 6/21 /2021 I,mvp 0 n O v w iL WV a OC CITY OF Ski4FORD FIRE 011PAIlTAAENT Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 100 -014Gt Flo Job Address: SaA11o,+'41 Czop Historic District: Yes No Parcel ID: (90'6I " SQ "c-b-x — 1 0 0 Residential5sCommercial Type of Work: Ne Addition Alteration Repair Demo Change of Use Move Description of Work: eA,3 Qpc=u.(,.XR _ 4-OcIct— (AL"K__ Plan Review Contact Person: ,or n G .t,lt A Title: P_c_ YN ) Phone: ti1 S5!ln ;9 Fax: (qQ) Mo•-15ZUEmail: Cr-In l C_(E ` . COO,) Property Owner Information Uli Name C Street: I OULI (1424tl'LC16006 5 tc ((9 City, State Zip: Uu c (%G7'U any o Phone: Resident of property? : Nn Contractor Information Name Phone: ( tk Street: fs1 A1 V Fax: 4n) % S'90 City, State Zip: \ Ct.E C >a<9'(0 State License No.: Ol'-C IF 1(03 f T Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6t1 Edition (2017) Florida Building Code Revised: January 1. 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owncr/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced LD Type of ID s LIL& Signature of Contractor/Agcnt Date Print Contractor/Agent's Name Si Wisersonally D c 9 te of Florica 1p G 145696 ppdF 21 Contractor/Ageersonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: January 1, 2018 Permit Application Job #: 3470S 145997 BILL TO: Starlight He ADDRESS: 1064 Greer CITY/STATE/ZIP: Lake Mary, 1 Order Taken By: Job Contact: S Woolwine Job Phone: 407730131 Date Requested: Date Required: Information: FPermit E ACCURATE AND COMPLETE: g.ermit# Township: Sanford Incl. on Builders Permit: No EAI Pulls Permit: Yes Builder calls inspection: Yes EAI calls inspection: No Ventilation Cost: ant sc Task - Description 03-Fabrication Labor 04-Installation Labor 06-Piping Labor 14-Kitchen Vent Trim 02-Material/Tax 01-Equipment/Tax 09-Permit/Other 011-Delivery Labor 20-Pull Material Labor 12-Startun I ahnr Estimated Hours 1.9 ocl Blvd Ste 124 32746 Equipment Brand A/H-1 or Furnace WORK ORDER Job Address: City / State / Zip Model/Bldg: Carrier 14 Seer H, 1/26/2018 1 Heater or Coil CE2401 COCU-S vv Hi~'c or rurnace Heater or Coil CH14NB03600G CU-2 T'Stat: T'Stat: TH6220D1002 T'Stat: Filter Base N/A Filter Base AHU Location 2nd A Int Closet AHU Location 14.00 SEER / 8.2 HSPF Efficient ace A/H-4 or FurnacerFifterBaseHeaterorCoil CU-4 T'Stat: Filter Base AHU Location AHU LocationEfficiencv Efficient Zoning Brand: Zone Kit #1 Hone ell/Johnstone Vent. Damper YaisoA Zone Kit #2 ZD1 ZD2 Thermostats ZD2 Transformer ZD4 Surge Protector ZD4 ByPass Damper #1 ZD6IZD7BPassDamper #2 Grs.Stamped Stl. Qty Yes No 14 X Qty. Flue Pipe: Grs.Stamped Returns 8 X Filter Base Grs.White S/A Adj. X Mery 8 Filter Grs. R/A White Alum 2 X Elect. Air Cl. Kit. Hood Duct: X Conc. Slab: Kit. Down Draft Duct: X Heat Recovery: fan 80 cfm BFQ80 3 X Fresh Air: 1fanliteBFQF70X Bath Exh. Duct: X Dryer Vent: 1 X Estimated Invoice Due Date: 1 35.91(Total Contract: 42.50 ' 0 X X X X X X Project Summary Job: Starlight - WyndhamF-w—rightsoft, Byte: 6116/2017 Entire House Energy Air, Inc Plan: 2260 S Magellan 6401 Energy Air, Cl. Orlando. Fl- 32810 Phone: 407-886.3729 Email: GRenner@energyair.com Web: www.energyair.com ProjidclIn-formafion. For: Lot 177 - 2260 SL, Starlight Homes 3941 Saltmarsh Loop, Sanford, FL 32773 Notes: 1124 n,i nformation: Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Inside db 70 OF Outside db 93 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Heating Summary Structure 17353 Btuh Ducts 2176 Btuh Central vent (47 cfm) 1319 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 20848 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Coolingg Area (ft2) 2310 2310 Volume (fN) 20003 20003 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 137 70 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO360000B AHRI ref 8068612 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 32 OF 8.2 HSPF 33800 Btuh @ 47°F 28 OF 1105 cfm 0.057 cfm/Btuh 0.50 in H2O Sensible Cooling Equipment Load Sizing Structure 15512 Btuh Ducts 3236 Btuh Central vent (47 cfm) 900 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipmenf sensible load 19648 Btuh Latent Cooling Equipment Load Sizing Structure 3073 Btuh Ducts 314 Btuh Central vent (47 cfm) 1382 Btuh Outside air Equipment latent load 4769 Btuh Equipment Total Load (Sen+Lat) 24417 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO360000B Coil FB4CNP036L AHRI ref 8068612 Efficiency 11.7 EER, 14 SEER Sensible cooling 23100 Btuh Latent cooling 9900 Btuh Total cooling 33000 Btuh Actual air flow 1105 cfm Air flow factor 0.059 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.80 Backup: Input = 5 kW, Output = 16034 Btuh, 100 AFUE Bo/d/italle values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. y -I*wright soft' Right -Suite® Universal 2017 17.0.28 RSU02534 2018•Jan-19 12:46 Pageage I14CCA ...Specific\Wyndham Preserve\Lot 177 - 2260 SR.rup Cak = MJ8 Front Ooor faces: E Certificate of Product Ratinas AHRI Certified Reference Number: 9162429 Date: 05-01-2018 Model Status: Active AHRI Type: HRCU-A-CB Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CH14NBO36'0"'B' Indoor Unit Model Number (Evaporator and/or Air Handler) : FB4CNP036L The manufacturer of this CARRIER product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 33000 SEER: 14.00 EER (A2) - Single or High Stage (9517) : 11.50 Heating Capacity (H12) - Single or High Stage (47F) : 33800 HSPF (Region IV) : 8.20 t"Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale• OR new models that are being marketed but are not yet being produeed.'Production Stopped' Model Status are those that an AHRI Certification Program Participant Is no longer producing BUT Is still selling or offering for sale. Rations triohat are accornoanied by WAS Indicate an involuntary re -rate. The new oublished retina is shown along with the orevious (i.e. WAS) rating DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahriditectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and ' confidential reference purposes. The contents of this Certificate may not. In whole or in part, be reproduced: copied: disseminated: entered into a computer database: or otherwise utilized, In any form or manner or by any means, except for the user's Individual, personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION 6 REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahvidirectory.org. click on 'Verify Certificate" link it make life better" and enter the AHRI Certified Reference Number and the date on which the certificate was Issued. which Is listed above, and the Certificate No., which Is listed at bottom right 02018Air-Conditioning, Heating, and Refrigeration Institute I CERTIFICATE NO.: '31696768944727165 CITY OF SANFORD BUILDING & FIRE PREVENTION IL i. PERMIT APPLICATION WIN Application No:' Documented Construction Value: S j4lO<' J Job Address: "1 (1 «'1 ' Historic District: Yes El No Parcel ID: Residential14 Commercial Type of Work: New, Addition Alteration Repair Demo Change of Use Move Description of Work: _ AA) 1.50 Q M n Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name l Phone: 407 , — Street: n PL4 Resident of property? City, State Zip h YYl y_w EL .32 2 Li/ 19T Contractor Information Name Phone: Street: c— c_,kcw Fax: N07 17 — RqZl City, Statd Zip: — State License No.: E C n- 3 (P Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owncr/Agent's Fame Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID I-19nature of Contractor/Agent Date P nt Contractor/Agent's Name Signature ofNotary-Stau of Florida Date PAMELASTERNUSroux+u¢ Commission # GG 110622 Expires August 7.2021u4'; OF ft pof 8w4WTft8W9etN-fYS-bn Contractor/Agent isC&Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gasn Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30. 2015 Permit Application F- L CITY OF SANFO BUILDING & FIRE PREVENTI PERMIT APPLICATI Application No: l(151-909 Documented Construction Value: S -4 -4CaU Job Address: Historic District: Yes No ED Parcel ID: Residential & Commercial Type of Work: New 19 Addition Alteration Repair Demo Change of Use Move Description of Work: h w e s Klk Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property. City, State Zip: Contractor Information Name A- J . Phone: Street: 9'-4c)1 (3ctc fnv-%-,Caf P-[ Fax: 4e7- 2,4o- 48E- City, State Zip: la:nclo 1 E 31 2-4 State License No.: G2-o3 %( 2 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUI PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST III RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIP FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OI COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation he commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructio in this jurisdiction. I understand that a separate permit must be secured fok electrical work, plumbing, signs, wells, pool! furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may found in the public records of this county, and there may be additional permits required from other governmental entities such as wi management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requii ed in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submit I. 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 val ie, 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 be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature ofComractor/Agent Date 121,E S Ittci `2.1:11v Print Owner/Agent's Name Print Cont is Nn re y- to-Zot Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date PATS I - MYCOMMISSI t 12( 14J 1 EXPIRES. s12,5.2018 BOWtVolarylocusmb, Owner/ Agent is Personally Known to Me or Contractor/Agent is c/ Personally Known.to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30. 20I S Permit Application 9507 State Road 52 123 Miller Road or9701 Bachman Road Established 1973 Hudson. FL 34669 Valdco, FL 33594 Orlando, FL 32824 www.RJKletty.com 727-863-5486 813.661-0707 407-855.2636 State License fI CF-CO203 R.J. KiELTY Page: IOF Proposal No: 717-13530 PLUMBING • HEATING • COOLING Proposal Date: 712612017 prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Magellan - 2260 Lake Mary FL 32746 We Propose hereby to furnish material and labor - complete In accordance with specifications below for the Sum of: $7,760.00 Payment to be made as follows: 40% Rough In 300/6 Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All work to be pleted in a workman like manner according to standard practices. Any alteration or deviation from specifications below involving extra costs wlI xee d only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes. accide del yond our control. Owner to ry fire. t made, e?d otjr r necessary insurance. Our workers are 1 covered by worker's compensation Ins Co. AUTHORIZED SIGNATURE: THIS PROPOSAL MAY BE WIT RAWN IF NOT ACCEPTED IN 30 DA We hereby submit specift and tes for: master Bath Up Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve1ShowerSterlingAccord6044 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lav By Budder With Moen Chateau 64925 Chrome Faucet 2nd Beth Up Sterling Accord 6040 71140120 White With Walls And Moen Chateau TL183 Chrome Valve1Tub 1 Toilet Gerber Maxwell 21-9121.28 While Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet 3rd Bath 71140120 White With Wells And Moen Chateau TL183 Chrome Valve1TubStartingAccord60x30 1 Toilet Gerber Maxwell 21.9121.28 White Elongated i Lev By Builder With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink By Budder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cons 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up U111111etr 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Baekfilting Included For Sewer 6 Water Only (Stab Backfilfirg By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per foot 40' Water Allowance; Additional $3 per toot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien laws - Florida Statutes 713.001.713.37. Acceptance of Proposal - Theaboveprices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be madeoutlinedabove. I agree to pay reasonable attorneys fees tour, costs In the event of legal action. A monthly service charge of 1 112% will be added after ; days. Any sewer taps deeper than 412 feet or requires backhoe or dewatering will be an extra charge. StGNE05 DATE OF ACCEPTANCE & PAGE Branch: Hudson , Last Edh By: Last Edit Date: 7127/2017 CITY OF SkNFORD FIRE DEPART&4Ef.T Building & Fire Prevention Division PERMIT APPLICATION Application No: 1 Documented Construction Value: $ 45,000 Job Address: 3941 Saltmarsh Loop Historic District: Yes No Parcel ID:17-20-31-502-0000-1770 Residential Commercial Type of Work! Nevin Addition[—] Alteration Repair Demo[:] Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Tide: Director Phone: 407-630-0119 Fag: Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC Street: 1064 Greenwood Blvd., Ste. 124 City, State Zip. Lake Mary, FL 32746 Name Brandon Gibbs Phone: 407-708-0163 Resident of property? : n/a Contractor Information Street: 146 West Plant Street, Ste. 240 City, State Zip.. Winter Garden, FL 34787 Phone: 407-630-0119 FaJc: n/a State License No.: EC13008106 Architect/Engineer Information Name: n/a I Phone: Street: City, St, Zip: Bonding Company: n/a Address: Fax: E-mail: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. -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 pegulatirig construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, 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: 61A Edition (2017) Florida Building Code Revised: January 1.2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current 1CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of OwnedAgent Date Print Owncr/Agent's Name Signature of Notary -State of Florida Date 2?& )& Signature of Cant actor/Agent B0111,dUA G.b6-3 Print Contractor/Agent's Name Lk"q A If Signature of N of Florida ASatfr FARWS p ocury DuClic • State of FWW Commisskm s GG 116665 a Mr Comm. Expires Jun a. 2022 110n0e0 vrWO ruUaad"Alin. Owner/Agent is Personally Known to Me or Contractor/Agent isd' nail to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min' Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application zW FINAL COUNDARY SURVEYmo z o N WYNDHAM PRESERVE r o II LOT 177 c t l P8 81, PG 93) 06 mn 1WOln • p m 33 U 0 00Z c o LOT 159 y LOT 158 LOT 157 m 0 yes PVC FENCE 9 siR N89.4051 "E des F7R 40.00' NORnY BOUNDARr LINE OF LOT 177 LOT 177 c AREA = c 4,400 S.F. +/- A/C 10.0 PAD o M 6.0 PATIO 6.0' 14 28.0 O 2 STORY Y O RESIDENCE LOT 176 g3941 SALTMARSH LOT 178 n co LOOP O in FFE= 29.92 9 m OOO 6.0j ORC M 6.0' 16.3' CONC WALK to CONCRETE u) DRIVEWAY---- 2 tr A W 10' UTILITY EASEMENTS/R Die tit P) S89*40*51V RR W CONCRETE SIDEWALK 0 o 0 CONC CURB Sri SALTMARSH LOOP N o PCP 50' RIGHT—OF—WAY PRIVATE ROAD) fn PCP 1159.981SURVEYNOTE: S 89-40-51- W 555.98' NO SOD AT TIME OF SURVEY. CENTER1 UNE Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' rer -roof eqw menc LEGEND:AOUSSO-Access/Drainage/Utilities/SidewalkLB -Licensed usiness BFP-Backflow Preventer Si 9ht Distance Easement S -Survey PRM-Permonent Ref. Monument R -Reported PCP -Permonent Control Point 0 -Description FP&L -Florida Power & Light P _plat FIFE -Finish Floor Elevation 0. . -Deed Book Water Meter O.R. -Official Records Book 04 -Water Valve P.B. -Plat Book 17'-Fire Hydrant Pg.-Page RCM -Reclaimed Water Meter Elev. -Elevation RCD4-Reclaimed Water Valve Cone. -Concrete Cable Box SP -Brick Paver m -Telephone Box SW -Sidewalk IE1-Electric Box FFE -Finished Floor Elevation 0 -Utility Pole Cl -Curb Inlet Guy Pole GTi -Grate Top Inlet Light Pole P.U.E. -Public Utility Easement Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS -No Comer Set (Falls in Water) 0 -Sanitary Sewer Manhole SF -Square Feet 7NNo -Telephone Handhole O.U.E. -Drainage/Utility Easement COO -Clean Out FMGD -MAG NAIL &DISK A:VD4-Irrigation Control Valve P.K. -Parker Kolon Nail I' -Sign SIR -Set 1 /2' Iron Rod L87768 wD4-Gate Water Valve SPKO -Set P.K. & Disk L87768 Gos Meter FIR -Found 1/2' Iron Rod L87768 1 -Existing Grade F1P -Found 1/2' Iron Pipe L87768 CI -Blow-off Valve FPKO-Found P.K. Nail & Disk L87768 -a---Drainage Flow Direction FCM -Found 4'x4' Concrete 10.0 -Proposed Design Grade 1 DescriDtion I Date I Dwn.ICk'd I P.C.IOrder No. I SURVEYOR'S NOTES: 1. Current title information on the subject property had not been fumished 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 -way, 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, ate. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey Is subject to mattere 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 S. This survey Is intended to be displayed at 1' - 20'. 7. All boundary line dimensions are field measured unless otherwise noted. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone Y DESCRIPTION: LOT 177, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida Last Date of Field Survey-, 08 14 18 555 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 5)-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to Se 72.02 do Statutes. GeoPoint Surveying, Inc. J es D. Leviner LS6915 Drown: RCA Checked: JDL P.C.: Data File:BAssai f d-Plat OA PROFESSIONAL SURVEYOR & MAPPER NO. .................. IP NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Date:08/15/18 Dwg:6Asaonfast-Ls1177 Order No.: ^ Delon crei nr s n name I IrrNsrn suRvFrnR aun uAPPrR1 SEC. 17 - TWN. 20 S. - RNG. 31 E. Field 8k: FORM R405-2017 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method gul o, Project Name: Lot 177 - 2260 SR Street: 3941 Saltmarsh Loop Builder Name: Starlight Homes Permit Office: Slate, Zip: Sanford Wifele Count 8 9 USANFOnCo)City, FL, 32773 Permit Number: Owner: en1 "ey %A_ Jurisdiction: Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types(2502.6 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1212.50 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1028.80 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 261.31 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1324.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1324.00 ft' 6. Conditioned floor area above grade (ft') 2260 b. N/A R= ft' Conditioned floor area below grade (ftJ . 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(191.0 sgft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 452 a. U-Factor: Dbl, U=0.34 150.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 36.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.258 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (1324.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1002.00 ft' b. Conservation features b. Floor over Garage R=19.0 275.00 ft' None c. other (see details) R= 47.00 ft' 15. Credits Pstat Glass/Floor Area: 0.085 Total Proposed Modified Loads: 63.14 PASSTotalBaselineLoads: 65.79 1 hereby certify that the plans and specifications covered by Review of the plans and jqNE STgl, this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. na,,'-% 'a=rar,• „ PREPAREQ BY' Before construction is completed DATE: /- rV this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COp 1V1'(¢ OWNER/AGENT: %BUILDING OFFICIAL: d DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 1/19/2018 12:43 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 e PROJECT Title: Lot 177 - 2260 SR Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2260 Lot # • • 177 Owner Name: Total Stories: 2 Block/Subdivision: Wyndham of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 3941 Saltmarsh Loop 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 J Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Block 2260 19508.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 1002 9318.6 Yes 5 1 1 Yes Yes Yes 2 Floor 2 1258 10189.8 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Floor 1 109.3 ft 0 1002 ft2 0 0 1 2 Raised Floor Floor 2 ---- ____ 47 ft2 0 0 0 1 3 Floor over Garage Floor 2 _--- ---- 275 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 1481 ft2 Oft, Medium 0.6 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1324 ft= N N 1/19/2018 12:43 PM EnergyGaugeS USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 I CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Floor 2 30 Blown 1324 ft' 0.1 Wood WALLS Adjacent SpaceType Cavity Width Height Sheathing Framing Solar Below A prnr ro Wall a -value Fe is Ft In Area R-Vslue-Ecaction Absor Head 1 E Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9 ft' 0 0.25 0.6 0 2 E Exterior Concrete Block - Int Insul Floor 1 4.1 33 6 9 5 315.5 ft' 0 0 0.6 0 3 S Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 4 S Exterior Concrete Block - Int Insul Floor 1 4.1 7 3 9 5 68.3 ft' 0 0 0.6 0 5 W Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9 ft' 0 0.25 0.6 0 6 W Exterior Concrete Block - Int Insul Floor 1 4.1 40 6 9 5 381.4 ft' 0 0 0.6 0 7 N Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 8 N Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 5 263.7 ft' 0 0 0.6 0 9 S Garage Frame - Wood Floor 1 13 27 9 9 5 261.3 ft' 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 1 None 39 2 10 6 10 19.4 ft' WINDOWS Orientation shown is the entered. Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 2 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 11 ft 0 in None None 2 S 3 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 3 S 3 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 4 ft 0 in None None 4 N 7 None Low-E Double Yes 0.34 0.26 N 60.0 ft' 1 ft 0 in 1 ft 0 in None None 5 N 8 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 11 ft 0 in None None 6 N 8 Vinyl Low-E Double Yes 0.58 0.25 N 41.0 ft' 1 ft 0 in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 41111' '411ft' 64It 9.3It 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000384 2276 124.95 234.98 3451 7 1/19/2018 12:43 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 f HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 36 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 36 kBtu/hr 1080 cfm 0.7 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 Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft' DUCTS Supply -- v # Location R-Value Area Return --- Air Location Area Leakage Type Handler CFM 25 TOT CFM25 OUT ON RLF HVAC # Heat Cool 1 Attic 6 452 ft' Floor 2 113 ft= Prop. Leak Free Floor 2 cfm 67.8 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Coolin [[ jj Jan jr j Feb jr j] MarHeatingIX] Jan [X Feb [X] Mar Jan [ ]Feb X Mar Ceiling Fans: Apr Ma X Jun ri Jul Xj Au Apr May Jun Jul j Aug Jun Jul )Aug Xj SeSep J Sep Oct Nov Oct X Nov Dec DecVenting Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 Hours 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 PM 80 Cooling (WEH) AM 78 PM 78 Heating (WD) AM 66 PM 68 Heating (WEH) AM 66 PM 68 78 80 78 78 66 68 66 68 78 78 78 78 66 68 66 68 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 68 68 68 68 68 68 66 66 68 68 68 68 68 68 78 78 78 78 68 68 68 68 80 78 78 78 68 68 68 68 80 80 78 78 78 78 78 78 68 68 68 66 68 68 68 66 80 78 78 78 68 66 68 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 47 0 0 1 - Electric Heat Pump 1 - Central Unit 1/19/2018 12:43 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 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: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 3941 Saltmarsh Loop, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1212.50 W b. Concrete Block - Int Insul, Exterior R=4.1 1028.80 ft3 1 c. Frame - Wood, Adjacent R=13.0 261.31 ft2 4 d. N/A R= ft= 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1324.00 ft' 2260 b. N/A R= ft' Area c. N/A R= ft2 150.00 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Floor 2. AH: Floor 2 6 452 41.00 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 36.0 SEERA4.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor over Garage R=19.0 c. other (see details) R= ft' 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 36.0 HSPF:8.20 1.000 ft. 0.258 Area 14. Hot water systems 1002.00 ft: a. Electric Cap: 50 gallons EF: 0.95 2.00 ft' 47.00 ft247 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: --Iy% g 6Date: Address of New Home: t-.k ,5 City/FL Zip: C -&4tFL O THESrg7 0 Yx• N :: U WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage ( EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge. com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission' s support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/ 19/2018 12:43 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 177 - 2260 SR Builder Name: Starlight Homes Street: 3941 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford , FL. 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in an dropped ceiling/soffitypp9 /soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box of The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire snrink! cover Mates and walls or ceiliag a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/19/2018 12:43 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 177 - 2260 SR Builder Name: Starlight Homes Street: 3941 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford. FL, 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 2260 sq.ft. Cond. Volume: 19508 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7). Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7). Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 1/19/2018 12:43 PM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING. CONSTRUCTION, .. Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 177 - 2260 SR Street: 3941 Saltmarsh Loop City. State, Zip: Sanford, FL. 32773 Design Location: FL, Sanford Builder Name: Starlight Homes Permit Office: Seminole County Permit Number: Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 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(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 2260 House Duct Total Conditioned Floor Area) System Leakage Qn,ouW Tested On (Out) must be less than or equal to the required On (Out). I certify the tested duct leakage to outside, On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /19/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: tiovgHE STgl o111119 A. moo wt'` R 1/19/2018 12:43 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 wrightsoft° Project Summary Enure House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-888 3729 -Email:'GRenner@energyair.com Web: www.energyair.com For Notes: Lot 177 - 2260 SL, Starlight Homes 3941 Saltmarsh Loop, Sanford, FL 32773 Weather: Orlando Executive AP, FL, US Job: Stadight - Wyndham Date: 6/16/2017 By: Plan: 2260 S Magellan Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17353 Btuh Structure 15512 Btuh Ducts 2176 Btuh Ducts 3236 Btuh Central vent (47 cfm) 1319 Btuh Central vent (47 cfm) 900 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20848 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipmenf sensible load 19648 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3073 Btuh Ducts 314 Btuh Central vent (47 cfm) 1382 Btuh Heating Cooling Outside air Area (ftZ 231g 231 Equipment latent load 4769 Btuh Volume (ft3) 20003 20003 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 24417 Btuh Equiv. AVF (cfm) 137 70 Req. total capacity at 0.70 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO360000B Cond CH14NBO360000B AHRI ref 8068612 Coil FB4CNP036L AHRI ref 8068612 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 23100 Btuh Heating output 33800 Btuh @ 470F Latent cooling 9900 Btuh Temperature rise 28 OF Total cooling 33000 Btuh Actual air flow 1105 cfm Actual air flow 1105 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.059 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point = 32 OF Backup: Input = 5 kW, Output = 16034 Btuh, 100 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018•Jan-19 12:46:04 wrightsoft' Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 ACCP.... Specific\Wyndham Preserve\Lot 177 - 2260 SR.rup Calc = MJ8 Front Door faces, E r +' wrightsofte Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email. GRennerQenergyaircom Web: www.energyaircom For: Lot 177 - 2260 SL, Starlight Homes 3941 Saltmarsh Loop, Sanford, FL 32773 Cooling Equipment Design Conditions Outdoor design DB: 92.6°F Outdoor design WB: 75.9°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 19648 Btuh Latent gain: 4769 Btuh Total gain: 24417 Btuh Estimated airflow: 1105 cfm Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Actual airflow: 1105 cfm Sensible capacity: 23961 Btuh Latent capacity: 6713 Btuh Total capacity: 30674 Btuh Design Conditions Outdoor design DB: 44.2°F Indoor design DB: 70.0°F Model: CH14NB0360000B+FB4CNP036L 122% of load 141 % of load 126% of load SHR: 78% Heat loss: 20848 Btuh Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1105 cfm Output capacity: 33800 Btuh 162% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1105 cfm Output capacity: 4.7 kW 77% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. Job: Starlight -Wyndham Date: 6/16/2017 By: Plan: 2260 S Magellan Entering coil OB: 76.2°F Entering coil WB: 63.4°F Entering coil DB: 68.8°F Capacity balance: 32 °F Economic balance:-99 °F 2018-Jan-19 12:46:04 wrightsofte Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 AC,CA ...Specific\Wyndham Preserve\Lot 177 - 2260 SR.rup Calc = WS Front Door faces. E wrightsoft• Duct System Summary Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner®energyair.com Web vmw.energyaircom For: Lot 177 - 2260 SL, Starlight Homes 3941 Saltmarsh Loop, Sanford, FL 32773 Job: Starlight -Wyndham Date: 6116/2017 By: Plan: 2260 S Magellan Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.136 in/100ft 0.136 in/100ft Actual air flow 1105 cfm 1105 cfm Total effective length (TEL) 206 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bath c 118 6 7 0.162 4.0 Ox0 VIFx 27.8 145.0 SO Bed c 1369 75 81 0.185 6.0 Ox0 VIFx 21.5 130.0 st2 Bed2-A h 1770 100 97 0.162 7.0 OXO VIFx 32.6 140.0 stl Foyer -A h 2907 164 89 0.175 8.0 Ox0 VIFx 19.6 140.0 stl Laun c 737 4 43 0.268 4.0 OX 0 VIFx 9.3 95.0 Loft c 2291 125 135 0.284 7.0 Ox0 VIFx 3.5 95.0 bat c 186 5 11 0.186 4.0 Ox 0 VIFx 20.3 130.0 st2 br3 c 1411 74 83 0.183 6.0 Ox0 VIFx 22.7 130.0 st2 kit-fam h 3497 198 188 0.136 9.0 Ox0 VIFx 41.0 165.0 st3 kit -fam-A h 3497 198 188 0.137 9.0 OX 0 VIFx 39.3 165.0 st3 m be c 384 20 23 0.241 4.0 Ox 0 VIFx 16.0 100.0 rn br c 1783 94 105 0.245 6.0 Ox 0 VIFx 14.4 100.0 wic c 443 22 26 0.172 4.0 Ox 0 VIFx 28.1 135.0 st2 wlc3 c 72 2 4 0.188 4.0 Ox 0 VIFx 19.3 130.0 st2 W1c4 c 432 18 25 0.179 4.0 Ox0 VIFx 26.0 130.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk SO Peak AVF 666 568 0.136 623 14.0 0 x 0 VinlFlx st2 Peak AVF 196 231 0.172 522 9.0 0 x 0 VinlFlx st3 Peak AVF 396 376 0.136 504 12.0 0 x 0 VinlFlx SO Bold/italic values have been manually overridden 2018-Jan-19 12:46:04 wrightSoft• Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 ACCk ...Specific\Wyndham Preserve\Lot 177 - 2260 SR.rup Calc = NUB Front Door faces: E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in). Duct Matl Trunk, rb3 Ox0 1105 1105 0 0 0 0 Ox 0 VIFx wrightSoft• Right -Suite® Universal 2017 17.0.28 RSU02534 ACCA ...Specific\Wyndham Preserve\Lot 177 - 2260 SR rup Calc = MJ8 Front Door faces: E 2018-Jan-19 12 46,04 Page 2 0 4•VTW Job M Starlight - Wyndham Performed for: Lot 177 - 2260 SL 3941 Saltmarsh Loop Sanford, FL 32773 Level 1 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 wwwenergyair.com GRenner@energyair.com Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.28 RSU02534 2018-Jan-19 12:46:16 m Preserve\Lot 177 - 2260 SR.rup cls2 level 2 AHU ON METAL STAND 3.0 TON 240V /5KW HP m br 10x6 105 dm 8 x 4 8x4 23 drn 43 cf 6 18 x 8 Loft 24z18 12x6 1105 dm135 dm Sup 4" \ 7 14" m ba Laun 44'VTR EjO 11TR 8x4LL26 drnM 4 „_ wic I 6" 4" 10x6 83 drn 14 x 6 8 x 4 4 efm wic3 wic4 br3 8 x 4 25 dm ba2 T x 6" \ 10x6 81 dm 14x6 Bed 4 B04VTR 47 CFM Job #: Starlight - Wyndham Energy Air, Inc Scale: 1/8" = IV' Performed for: Page 2 Lot 177 - 2260 SL 5401 EnergyAir, Ct RightSuite® Universal 2017 3941 Saltmarsh LoopL. 17.0.28 RSU02534 Orlando, - 8 6-37 2018-Jan-1912:46:16Sanford, FL 32773 Phone: 407-886-3729 ...m Preserve\Lot 177 - 2260 SR.rup www.energyair.com GRenner@energyaircom 0( a Qj D Zql rL 7,26G 114a4 e v, L O G . Q z a, N IIr`o o y i a ri mO Wr` o U 00 z m0 0 M DEVIENSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 177 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", . City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' LOT AREA CALCULATIONS LOT = 4.400 SQ.FT. LIVING AREA= 1.002 SQ.Fr. GARAGE 411 SQ.FT. ENTRY = 48 SQ.FT. DRIVEWAY 405 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 84 SQ.FT. A/C PAD = 9 SQ.Fr. IMPERVIOUS= 46.8 X SOD = 2.341 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1.000 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 200 SQ.FT. SOD = 126 SQ.Fr. TOTAL AREA AREA = 5.500 SQ.FT. DRIVEWAY 519 SQ.FT. SIDEWALK = 284 SQ.FT. SOD = 2,467 SQ.FT. VNYNDHAM PRESERVE - LOT 177 PLOT PLAN LOT 159 LOT 176 LOT 158 4a 00' NORTH BOUNDARY UNE OF LOT 177 LOT 177 AREA = c 4,400 S.F. t " A/C 10.0 PAD PATIO ' o ' PROPOSED STORY RESIDENCE 3941 SALTMARSH LOOP 2260 MAGELLAN ELEVATION - S GARAGE - RIGHT FFE= 29.4 LO; 7.3 PORC M i Mf 1 LOT 157 ace Is-9a9 ZONIN _ DATE-4110 (S I Ok to construct single family home with setbacks and impervious area shown on plan. ylQ .8'l0 %mf- 22U0 Mae arl - S, az 10' UTILITY EASEMENT (P' A. PROPOSED 5' ; CONC SIDEWALKLl coNc cuR6 SALTMARSH LOOPui PCP 50' RIGHT—OF—WAY PRIVATE ROAD) 7 PCP 555.98' S89'40'51 "W • CENTER UNE • r - usiiess LEGEND:ADUSSD-AccesDrains a Utilities/Sidewalk LicensedBcekflow Preventer BrRSight Distance Easement Survey PRM-Permonent Ref. Monument Reported PCP -Permanent Control Point Description FP&L-Florida Power & Light Plat FFE-Finish Floor Elevation D Deed Book Water Meter O. R.-Official Records Book N-Water Valve P. B. -Plat Book V--Flre Hydrant Pg.- Page RC® -Reclaimed Water Meter Elev. - Elevation RCM -Reclaimed Water Valve Cone. - Concrete C -Cable Box SP - Brick Paver m -Telephone Box SW - Sidewalk m —Electric Box FFE - Finished Floor Elevation 0 -Utility Pole Cl - Curb Inlet 0 -Guy Pole GTI- Grote Top Inlet A -Light Pole P. U.E.-Public Utility Easement f--Guy Anchor RCP - Reinforced Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride Storm Sewer Manhole NCS- No Comer Set (Falls in Water) G-Sanitary Sewer Manhole SF - Square Feet ZNHo -Electric Handhole D. U.E.-Drainage/Utility Easement COO -Clean Out FMGD- MAG NAIL do DISK CM<I-Irrigation Control Valve P. K.-Parker Kalon Nail I' -Sign SIR - Set -1/2' Iron Rod 1_87768 Wt 4-Gate Water Valve SPKO - Set P.K. do Disk LB7768 Gas Meter FIR - Found .1/2" Iron Rod L87768 i-rr -Existing Grade FlP- Found 1/2" Iron Pipe L87768 a -Blow -off Valve FPKD- Found P.K. Nail & Disk LB7768 ----Drainage Flow Direction FCM - Found 4"x4" Concrete W 0 -Proposed Design Grade P. C.10rder No. BUnMING 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. 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 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) 2, ,, n9:0 )9 JG.1 Stlk T T, wR.rermitting1. D3,11 LY) o J es D. Le iiFlef" ', ' FLORIDA PROFESSIONAL Sl'1NMA & MAPPER NO. LS6915 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone " X" DESCRIPTION: LOT 177, according to the plat of " WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: ( 321) 270-0440 Fax: ( 813) 248-2266 Licensed Business No. LB 77W GeoPoint Surveying, Inc. Drawn: JE I Checked: JDL I P.C.: Data RIe:BrbsonEost-Plat Dote: 01/23/18 Dwg:&issonEast-Ldi77 Order No.: ^ SEC. 17 - TWN. 20 S. - RNG. 31 E. Feld Bk: r-- RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Specification Permit # # 1 89 0 9 Form ING SAN, DFtO Project Location Address 2 `\4- 54.k-A1m fSi- .yc As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.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 Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coatin Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-RIO Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS FL158-RlO Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 OBoise Cascade Engineered Wood Products FM INM oillil I A. I O001 for products rnanufactuin gexa ria fL eria`l, Louisiana ESG 07/21/2014 R 08/04/2015 It's the SIMPLE FRAMING SYSTEM®, featuring beams, joists and rim boards that work together as a system, so you spend less time cutting and fitting. In fact, the SIMPLE FRAMING SYSTEM° uses fewer pieces and longer lengths than conventional framing, so you'll complete jobs in less time. You'll Build Better Homes with the SIMPLE FRAMING SYSTEM® Now it's easier than ever to design and build better floor systems. When you specify the SIMPLE FRAMING SYSTEM®, 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. Better Framing Doesn't Have to Cost More Boise Cascade Engineered Wood Products' SIMPLE FRAMING 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 of waste because you order only what you need. Although our longer lengths help your clients get the job done faster, they cost no more. Environmentally Sound As an added bonus, floor and roof systems built with BCI® Joists require about half the number of trees as those built with dimension lumber. This helps you design a home both you and future generations will be proud to own. What Makes the SIMPLE FRAMING SYSTEM® So Simple? 0 Floor and Roof Framing with BCI® Joists Light in weight, but heavy-duty, BCI® Joists have a better strength / weight ratio than dimension lumber. Knockouts can be removed for cross -ventilation and wiring. i Product Profiles, BCI® Architectural Specifications ......... 3 About Floor Performance, BCI* Residential Floor Span Tables, s One Hour FloorlCeiling Assembly ........................ 4 BCI* Floor Framing Details .......................... 5-6 O BCI* Joist Hole Location & Sizing, Large Rectangular Holes... 7 BCI• Cantilever Details, Web Stiffener Requirements ..... 8-9 r U BCI* Floor Load Tables ........................... Roof Framing Details 10 - 12 13 - 14BOO . BCI* Roof Span Tables ........................... 15 - 18 BCI* Roof Load Tables ........................... 19-23 0 BCI* Design Properties, BCI*Allowable Nail Spacing ....... 24 Boise Cascade Rmmboard Products/Properties ............ 25 EI Ceilings Framed with BCI® Joists The consistent size of BCI® Joists helps keep gypsum board flat and free of unsightly nail pops and ugly shadows, while keeping finish work to a minimum. Q VERSA -LAM® Beams for Floor and Roof Framing These highly -stable beams are free of the large-scale defects that plague dimension beams. The result is quieter, flatter floors (no camber) and no shrinkage -related call-backs. El Boise Cascade Rimboard Boise Cascade Engineered Wood Products offer several engineered rimboard products regionally, including BC RIM BOARD® OSB, BC RIM BOARD® and VERSA -RIM® (check supplier or Boise Cascade EWP representative for availability). These products work with BCI® Joists to provide a solid connection at the critical floor/wall intersection. VERSA -LAID Products, Specifications, Allowable Holes..... 26 VERSA -LAM' Details, Multiple Member Connectors ........ 27 VERSA -LAM® Floor Load Tables (100% Load Duration) ......... 28 VERSA -LAM* Snow Roof Load Tables (115% Load Duration) ..... 29 VERSA -LAM* Non -Snow Roof Load Tables (125% Load Duration). 30 VERSA -LAM* Closest Allowable Nail Spacing ............. 31 VERSA -LAM* Design Values ........................... 31 VERSA -LAM* 1.8 2750 Columns, VERSA -STUD* 1.7 2650 .. 32 Computer Software: BC FRAMER*, BC CALC* ............ 33 Framing Connectors: Simpson, USP ................ 34 - 35 Lifetime Guarantee ........................... Back Cover Boise Cascade EWP - Eastern Speaher Guide • 08/04/2015 I1 Os VERSA -LAM° VERSA -LAM® VERSA -LAM® BCI04500s 1.8 BCI®5000s 1.8 BCI06000s 1.8 BC10 6500s 1.8 BCI®60s 2.0 BCI® 90s 2.0 1.72650 1.82750 2.03100 1'/2"I 1'/:"I 1'yell — ,yell 1,." T 1',."I T T I :ir 1I;?, 9'/i' T 9'/i' 91/2" 11W 11%:' ;i; I ' `I :l 3'/i' 1 ht^. 11'/i' 9'/i' 11%:' y •• 11%" '/ 14" % 14" 3/i' i4 fit, 3/i irl to yell 14" Y.. 11Y... / 14.E / rr 14" 16" 16, to 16" A' is to 7'%' 24" I t--- --I I--- I —i I —i I — —I Imo— I N—•i N--i — 13%.. 2" 25/,e" 29he' 25he' 3'/2" 1'/2', 13/4", 3'/:" 3'/2" to 5'/:" 1'/:" 13/' Some products may not be available in all markets. Contact your Boise Cascade EWP representative for availability. 3'/2", 5'/:' BCI'9 and VERSA -LAM* products shall be installed in dry -use applications only, per their respective ICC ESR evaluation reports J_o.ist_Ar_ch.itectur-al_S.p_ecifi.cati.o.n Scope: This work includes the complete furnishing and installation of all BCI® Joists as shown on the drawings, herein specified and necessary to complete the work. Materials: BCI® Joists shall be manu- factured by Boise Cascade Engineered Wood Products with oriented strand board webs, VERSA -LAM® laminated veneer lumber flanges and waterproof, structural adhesives. Joist webs shall be graded Structural I Exposure 1 by an agency listed by a model code evaluation service. Strands on the face layers of the web panels shall be oriented vertically in the joist. The web panels shall be glued together to form a continuous web member. The web panels shall be machined to fit into a groove in the center of the wide face of the flange members so as to form a pressed glue joint at that junction. Design: The BCI® Joists shall be sized and detailed to fit the dimensions and loads indicated on the plans. All designs shall be in accordance with allowable values and section properties developed in accordance with ASTM 05055 and listed in the governing code evaluation service's report. Drawing: Additional drawings showing layout and detail necessary for determining fit and placement in the building are (are not) to be provided by the supplier. Fabrication: The BCIm Joists and section properties 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. Storage and Installation: The BCI® Joists, if stored prior to erection, shall be stored in a vertical and level position and protected from the weather. They shall be handled with care so they are not damaged. The BCI® Joists are to be installed 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 be provided to keep the BCI® Joists straight and plumb as required and to assure adequate lateral support for the individual BCI® Joists and the entire system until the sheathing material has been applied. Codes: The BCI® Joists shall be evalu- ated by a model code evaluation service. Boise Cascade EbVP • Eastern Specter Guide • 0810412015 Residential__Floo_r -Span _Tables About Floor Performance Homeowner's expectations and opinions vary greatly due to the subjective nature of rating a new floor. Communication with the ultimate end user to determine their expectation is critical. Vibration is usually the cause of most complaints. Installing lateral bridging may help; however, squeaks may occur if not installed properly. Spacing the joists closer together does little to affect the perception of the floor's performance. The most common methods used to increase the performance and reduce vibration of wood floor systems is to increase the joist depth, limit joist deflections, glue and screw a thicker, tongue -and -groove subfloor, install the joists vertically plumb with level -bearing supports, and install a direct -attached ceiling to the bottom flanges of the joists. The floor span tables listed below offer three very different performance options, based on performance requirements of the homeowner. Joist De th BCI° Joist Series THREE STAR * * * FOUR STAR * * * * CAUTION MINIMUM STIFFNESS ALLOWED BY CODE CAUTION Live Load deflection limited to L/480: The common industry and design community standard for residential floor joists, 33% stiffer than 1_/360 code minimum. However, floor performance may still be an issue in certain applications, especially with 9'h" and 11%:' deep joists without a direct -attached ceiling. Live Load deflection limited to L1960f: In addition to providing a floor that is 100% stiffer than the three star floor, field experience has been incorporated into the values to provide a floor with a premium performance level for the more discriminating homeowner. Live Load deflection limited to 1_/360: Floors that meet the minimum building code L/360 criteria are structurally sound to carry the specified loads; however, there is a much higher risk of floor performance issues. This table should only be used for applications where floor performance is not a concern. 12' O.C. 16" O.C. 19.2" O.C. 24" o.c. 32" o.c 12" o.c 16" o.c. 19.2" o c. 24' o.c. 32" o.c. 12" O.C. 16" O.C. 19 2" O.C. 24" O.C. 32" O.C. 4500s 1.8 16'-11" 15%6" 14'-8" 13'-7" 11'-91, 11'-6" W-W 10'4" j 10'4- 1 9'-7" 18'-9" 16'-8" 15'-3" 13'-7" 11%9" 500os 1.8 1r-w iw_w 15-2" ; 14'-1" 12'-5" 11'-0" 11'-0" 10'-0" 10'-0" 9'-11- 19'-4- ir-w iv-v 14'-r 12'-5" 6000s 1.8 18'-2" 1 IV-8" 16-8" W-8- 1 13'-4" 11'-6" 11'-&" ia-w ia-w 10'-0" 2a-r 18'-5" 1T-5" 15'-r iT-.v, 6500s 1.8 18'-W ! 1T-l" 16'-1' 15'-0" i IT-8* 11'-0" 11'-0" 10'-W I 117-W 10'-W 20'-0- 18'-11" 1T-10" 16-7- W-r 4500s 1.8 20'-0" 1 18'-4" j 17'-3" 15'-5" I 13'-4" 15'-6" 14'-3" 13'-5" 12'-6" 114" 21'AV' 18'-11" 17'4" 15'-5" 13'4" 5000s 1.8 20'-V' 19-0" 1T-11" ie-r 13'-" 16-6- W-9" 13'-11" 12'-11- 11W 23'-0" 20'-4" 18'-0" 16'-T' 13'-4" 6000s 1.8 21'-r , 19-8- 18'-7" 1T-4" I 14'-10" 16-C IT-4- 14'-W 1T-W 12--1- 2T-10- 21'-10- 2v-(r 1T-11" 14'-10" 6500s 1.8 22-2" 20'-3" ! 19-2" I 1T-10" W-10" 18'-0" 16-10" 14'-11" 13'-10" 12'-r 24'-0" 22'-W 21--1- 16'-10" iv-1(" 60s 2 0 23'-7" j 21'-0" ! 20'-4" 18'-11" 16-4" 18'-W 16'-9" 16-9" 14'-0" IY-3- 26--1- 23'-10" 22'-W 21'-0" W-4" 90s 2 0 28'-r 24'-3" 122'-10" 21'-W 19'-4- 19'-0" 18'-10" 1T-0" j 16-5- 14'-10" 29-W 26'-10" 26-3" 23'-W 19-4" 4500s 1.8 22%9" I 20%7" 18%9" 16'-9" 13'-11" 17'-10- j 16'-3" 15'4" j 14'-3" 13,4„ 23'-10" 20'-7" 181-91, 16'-9- 13,-11.. 5000s 1.8 23'-r I 21'-r 217-r ' 18'-0" 13'-11" IW-W 16'-10- 16-11- W-9" IY-6" 26-r 22'-1- 217-r 1W-W 1T-11" 6000s 1.8 24'-0" 27-W I 21'-2" I 17-T 15'-5" 19-2" 1T-0" 16'-0" 15'-4" 13'-11- 2T-1- 23'-11" 21'-10" 1W-W IT-W 14" 6500s 1.8 25'-2" 2T-0" 21'-8" 2a-2- I 16-5- 19'-0" 1T-11" ie-11" iv-e- W-T 2T-W 26-2" 22'-11" 217-0" W-5" 60s 2.0 26'-9" 24'-5" 1 23'-0" , 21'-5" 16'-4" 217-11" 19'-0" 1T-11" 16'-7- IT-1- 29-7- 2T-0" 26-8" 21'-10" 16-4- 90s 2.0 30'-1" 2T-0" 26-10" 24'-0" I 19'-0" 2T-W 21'-4- 217-0- IW-W 18'-9' 33'-0" 3a-4- 28'-7- 1 26-W 19'-w 4500s 1 8 25'-2" 22'4" 20,-1" ! 17'-11" 14'-l" 19'-9- 18'4" 17,4" 15'-10" 14,-l" 25,-5" 22'4" 20'-l" 17,-11" 14,-1" 6000s 1.8 2r-W 24'-9" 2T-4" 1 20'-10' 16-W 21'-2- IV-4- 18'-2" 16'-11- IT-4- 29'-0" 25'-0" 2Y-4- 20'-10" 16-4- 16" 6500s 1.8 2T-9" 26-4' 12T-11" i 21'-l' I 15'-.V 21'-9" 19'-9" I 18'-0" 1T-4" 16-W W-8' 26'-11" 24'-0" 21'-1" 15'-9" 60s 2 0 29-T' 12T-0" 26-W 21'-10" 16-4- 2T-2" 21'-1" W-10" j 1W-W W-4- 37-4- 29-1(" 2T-4" 21'-10" W-4" 90s 2.0 33'-4" 30'-4" 28'-r 128'-2" 19'4" 26-T 23'-7" 2Y-2" 20'-0" 18'-r 36'-10" 33'-T' 1 31'-0" 26-2- 19'-r Span table is based on a residential floor load of 40 psf live load and 10 psf dead load (12 psf dead load for 90s 2.0 joists). Span values assume n/3 ' minimum plywood/OSB rated sheathing is glued and nailed to joists for composite action (joists spaced at 32" o.e, require sheathing rated for such spacing -'/;' plywood/OSB). Span values represent the most restrictive of simple or multiple span appli- cations. Analyze multiple span joists with BC CALC• 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 tile 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 CALC° sizing software. Shaded values do not satisfy the requirements of the North Carolina State Building Code. Refer to the THREE STAR table when spans exceed 20 feet.) O-ne-H.o-u.r-F-ir-e-Resistive-Assembly — ICC ESR 1336 See the US version of the Boise Cascade Fire Design & Installation Guide for specific specific assembly information and other fire resistive options or contact your local Boise Cascade representative. FIRE ASSEMBLY COMPONENTS 1. Min. tD/u" 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. BCI° Joists at 24" o.c. or less. 3. Two layers W Type X or two layers Type C gypsum board, installed per Figures 2 or 3 of ICC ESR 1336. SOUND ASSEMBLY COMPONENTS When constructed with resilient channels Add carpet & pad to fire assembly: STC= 54911C=50 or 3W glass fiber insulation to fire assembly: STC=55or an additional layer of minimum W sheathing STC=61 and 9'/2" glass fiber insulation to fire assembly: Boise Cascade EWa • Eastern Specite, Guide • 08,10412015 wing -- F;+ 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 IS REQUIRED FOR BCI° JOISTS FOR INSTALLATION STABILITY, Temporary strut lines (: x4 min.) 8' on center max. Fasten at each joist with 2-8d nails minimum. \ Dimension lumber is not suitable for use as a rim board in BCI" floor systems. f BCI• rim joist. See page 6. W BOISE CASCADE' Rir See pages 6 and 25. For load bearing cantilever details, see page 9. BCI° blocking or 2x4 "squash" block on each side required when supporting a load -bearing wall above. BCI° Joists. VERSA-LAML and ALLJOISlr must be stored, installed and used in accordance with the Boise Cascade EWP Installation Guide. building codes. and to the extent not inconsistent with the Boise Cascade EWP Installation Guide, usual and customary building practices and standards. VERSA -LAM', ALLJOIST°, and BCI° Joists must be wrapped, covered, and stored off of the ground on stickers at all times prior to installation VERSA -LAM", ALLJOISr and BCI° Joists are intended only for applications SAFETY WARNING DO NOT ALLOW WORKERS ON BCIm JOISTS UNTIL ALL HANGERS, BCI® RIM JOISTS, RIM BOARDS, BCI® BLOCKING PANELS, X-BRACING AND TEMPORARY 1x4 STRUT LINES ARE 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 BCI° Joists and the first course of sheathing. As an alternate, temporary sheathing may be nailed to the first four feet of BCI° Joists at the end of the bay. All hangers, BCIe rim joists, rim boards. BCI° 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 BCI° Joists are set. Nail the strut lines to the sheathed area, or braced end wall, and to each BCI° 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 BCI° Joists to within 'Y2 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 BCI° Joist spans, contact Boise Cascade EWP Engineering for proper storage and shoring information. When installing Boise Cascade EWP products with treated wood, use only connectors/fasteners that are approved for use with the corresponding wood treatment. VERSA -LAM• header or an BCI° header. 11h" knockout holes at approximately 12" o.c. are pre -punched. l' 1 See page 7 for allowable hole sizes and location. VERSA -LAM* LVL beam. Endwall blocking as required per governing building code. BCI° Blocking is required when joists are cantilevered. that assure no exposure to weather or the elements and an environment that is free from moisture from any source, or any pest, organism or substance which degrades or damages wood or glue bonds. Failure to correctly store, use or install VERSA -LAM', ALLJOIST°, and BCIs Joist in accordance with the Boise Cascade EWP Installation Guide will void the limited warranty PRODUCT HANDLING TO AND AT JOB SITES There are some differences between engineered wood products and traditional lumber products in terms of product handling: Avoid handling and storing BCIe joists in the flat direction. VERSA -LAM* is denser and due to the coating applied to the surface, can be more apt to sliding. Please consider these differences when transporting and handling engineered wood products. Boise Cascade EWP • Eastern Specifier Guide - 08/04/2015 Nall Boise Cascade Rimboard to BCI• Joists with 8d nail Into each flange. Floor_Framing Details Additional floor framing details available with BC FRAMER® software FO7 A Dimension lumber jr or Is not suitable for as rimboard with BCI• Joists. 0useDimensionlumberIsnot suitable for use as rim board with Bq• Joists. Blocking may be required perpendicular to wall, consult design professional of record and/or local building official. rmollF02- BOISERimboaCA5CA0E• Top flange or Face One 8d nail Mount Joist Hanger / each side at ybearing Solid block Note: 8CI• floor all posts Joist must be I from above designed to carry 1%* minimum bearing to bearing0 wall above when I I length (i3/.' required for below. not stacked over 18" and deeper joists) wan below. VERSA I Ame To limit splitting flange, start nails at least 1%* Blocking required underneath braced wall from end. Nails may need to be driven at an panels and shear walls, consult design angle to limit splitting of bearing plate. professional of record. For load bearing wall above stacked over wall below). BCI4 bloc Blocking may be required at intermediate bearings for floor diaphragm per IRC In high seismic areas, consult loc(buildingotficial. & 0 Load bearing wall above u (stacked over TW wall below) j LwAide block m 12' ll with Joist ails. Hanger • Filler block Nail with 10 -10d nal required where top flange load exceeds 250lbs. Double BCI• Joist Connection Filler Block see chart below) 104 weo+,ler 12Nailing12' • on -center Connection valid for all applications. Contact Boise C EWP Engineering for specific LATERAL SUPPORT BCI* Joists shall be laterally supported at the ends with han ers, rimboard, BCI• rim joist or blocking panels. BCI blocking panels or rimboard are required at cantilever supports. Blocking maybe required at Intermediate bearings for floor diaphragm per IRC In high seismic areas, consult localbulldinga clal. MINIMUM BEARING LENGTH FOR BCI® JOISTS Minimum end bearing: 1Ys" for all BCI.)olsts. 3%* is required at cantilever and Intermediate supports. Longer beadng lengths allow higher reaction values. Referto the building code evaluation reportorthe BC CALC'software. NAILING REQUIREMENTS BCI• rim joist, rim board or closure panel to BCI• joist: Rims or closure panel IV4 Inches thick and less: 2-8d nails one each In the top and bottom flange. BCI.450as/5000s rim joist. 2-10d box nails, one each In the top and bottom flange. BCI.6000s/60s rim joist: 2-16d box nails, one each In the top and bottom flange. BCI.6500s/90s rim joist: Toe -nail top flange to rim olst with 2-10d box nails one each side of flange. BCI• rim joist, rim board or 6Cl• blocking panel to support: Min. 8d nails @ 6" o.c. per IRC. Connection per design professional of record's specification for shear transfer. BCI joisttosupport: 2- d nails, one on each side of the web, placed 1% Inches minimum from the end of the BC119 Joist to limit splitting. Double SquashlB lock Vertical Load Size Joist Spacing lini 12 1 16 1 19.2 24 20 4463 3347 2789 223112x6701315259143833506 1. Squash blocks are to he in full cemact with upper floor and lowerwall plate. 2. Capacities shown are for a double squash blocks at each Joist, SPF or better. Sheathing or rimboard closure BCI• Joist blocking required for cantilever. VXZZ71 I For load bearing cantilever, seepages astade and 9. Uplift on backspan shall be conditions. considered in all cantilever designs. Sheathing toBCl• joist: Prescriptive residential floor sheathing nailing requires 8d common nails @ 6" o.c. on edges and @ 12 o.c. in the field (IRC Table R602.3(1)). See closest allowable nail spacing limits on page 24 for floor diaphragm nailing specified at closer spacingthan IRC. Maximum bracingg spacing for full lateral stability: 18" for BCI.4500s & 5000s, 24" for larger BCI• joist series. 14 gauge staples maybe substituted for 8d nails If the staples penetrate at least 1 Inch into the joist. Wood screws maybe acceptable, contact local buildIngo lal and/or Boise Cascade EWP Engineeringforfurther Information. BACKER AND FILLER BLOCK DIMENSIONS Backer Block Thickness Filler Block Thickness gi" or i'4" wood panels Two %" wgod panels or 2 x r VVor'h" wood anels Two'14" w od panels or x 1' b" or two 54" wood panels 2x _ +Y( e" or wood anel 1.8 1%" or two s/i" wood panels 2 x _ + i" or i'4" wooanel 60s 2. 0 1%" or two %" wood panels 2 x _ +'/". or 54" wood panel 90s 2. 0 2 x _ lumber Double 2 x _ lumber Cut backer and filler blocks to a maximum depth equal to the web depth minus V4" to avoid a forced fit. BCI• Joist Slope Cut Reinforcement Detail below restores original allowable shear/reaction value to cut end of 8CI• joist 8CI• Joist shall not be used as a collar or rafter tension lie. 2 x 6 min. rafter. Rafter shall be supported by ridge beam other upper bearing suppor[ or a, max. 16, IAA n ex. BCI• Heel. depth u,o below) - 24" 2x blocking required at bearing (not shown for danty). u' min plywood/OSB rated sheathing as reinforcement Install reinforcement with face grain horizontal. Install on both sides of the joist tight to bottom flange. Leave minimum V4 gap between reinforcement and bottom of top flange. Apply, construction adhesive to contact surfaces and fasten with 3 rows of min.10d box nads at 6• o. e. Alternate nailing from each side and clinch. Minimum Had Depth End Wall Bearing Roof Pitch 6/12 7112 8/12 9/12 10112 12112 2 x 4 41/4" 41/e' 4Y.." 4'/." 4'/." 4'/." 2 x 6 32A" 3s/ " 2s/i 2'/." 2°/i' 2Y." WEB STIFFENER REQUIREMENTS See Web Stiffener Requirements on page 9. PROTECT BCie' JOISTS FROM THE WEATHER BCI® Joists are intended only for applications that provide permanent protection from the weather. Bundles of product should be covered and stored off of the ground on stickers. BCIO RIM JOISTS AND BLOCKING Vertical apacity plf) Depth inj Series No W.S.1° W.S al yyt. 4500s 1.8, 5000s 1.8, 6000s 1. 8 6500s 1.8 2300 N/A 11'b" 4500s 1. 88, 5000s6500s 11..88, 6000s 1. 2150 N/A 60s 2. 0, 90s 2.0 2500 N/A 14" 4500s 1. 8, 5000s 1.8. 6000S 1. 8 6500s 1.8 2000 N/A 60s 2. 0, 90s 2.0 2400 N/A 16" 4500s 1. 8, 6000s 1.8, 6500s 1. 8 1900 2500 60s 2. 0. 90s 2.0 2300 2700 1) No web stiffeners required. 2) Web stiffeners required at each end of blocking, values not applicable for rim joists. N/A: Not applicable Bone Cascade EWD - Eastern Spec,f.e, G.Irie • 08 04J20'5 BCI® J-oist_H_o-le_L_o_cation_&_ Sizing___ BCI® Joists are manufactured with 11/2" round perforated knockouts in the web at approximately 12" on center Minimum spacing - 2x greatest dimension of largest hole (knockouts exempt) see table below) No holes (except knockouts) allowed In bearing zones see table Wow) O A 1W round hole may De .— E cut anywhere In the web. Provide at least 3' of clearance from other holes. Do not cut holes larger than IW round In cantilevers. Minimum distance from support, listed in table below, is required for all holes greater than 1W Round Hole Diameter (in] 2 3 4 5 6 6'/z 7 1 8 8% 9 10 11 12 13 Rectangular Hole Side 3 5 6 7 linl 8 1'-0" 1'-1" 1'-5" 2'4' 2'-9" 3'-1" 3'-5" Any 9'%, Sptln 12 1'-0" 1'-2" 2,_2" 3'-2" 4'-2" 4'-8" 5'-2" Joist is 1'-0" 1'-7" 2'-11" 4'-3" 5'-7" 6'-3" 6'-11" Round Hole Diameter (in] 2 3 14 5 6 6% 7 8 8%. 1 9 10 11 12 1 13 Rectangular HoleSide _ 2 3 i 4 8in5i7 8 1'-0" 1'-1" 1'-5" 1'-10" 2'-4" 2'-7" 2'-10" 3'-4" 3'-9" Any Span 12 1'-0" 1'-4" 2'-1" 2'-10" 3'-7" 3'-11" 4'-3" 5'-0" 5'-8" 11%i Pal Joist 16 1'-0" 1'-10" 2'-10" 3'-9" 4'-9" 5'-3" 5'-9" 6'-9" 7'_7" 20 1'-1" 2'-3" 3'-6" 4'-9" 5'-11" 6'-7" 7'-2" 8'-5" 9'-6-- Round Hole Diameter (in] 2 3 1 4 5 6 6'/2 i 2 1 3 7 8 8%. 9 6 10 11 12 13 Rectangular Hole Side 1_ 3 I 5 6 8 9 in 8 1'-0" 1'-1" 1'-2" 1'-3" 1'-8" 1'-10" 2'4" 2'-6" 2'-10" 2'-11" 3'-4" 3'-8" 12 1'-0" 1'-1" 1'-3" 1'-10" 2'-6" 2'-10" 3'-1" 3,-9" 4'-3" 4,_4" 5'-0" 5'-7" Any 16 1'-0" 1'-1" 1'-8" 2'-6" 3'-4" 3'-9" 4'-2" 5'-0" 5'-8" 5'-10" 6'-8" 7'-5" 14' Spt]n Joist 20 1'-0" 1'-1" 2'_1" 3'-2" 4'-2" 4'-8" 5'-2" 6'-3" 7'_2" 7'-3" 8'-4" 9'-4" 24 1'-0" 1'4" 2'-6" 3'-9" 5'-0" 5'-8" 6'-3" 7'-6" 8'-7" 8'-9" 10'-0" 11'-2" Round Hole Diameter (in2 3 i 4 i 5 6 i 6'/2 17 8 8Y. —9 10 j 11 12 1 13 I RectangularHoleSidet 2 1 3 5 5- 6 8 9 1 10 l8 { 1'-0" ! 1'-1" 1'-2" ! 1—'-2 1'-3" i 1'-3" 1'_3" 1'_7 1'_11" 2-0"Y2'-5" . 2'-9" 3'-2" i 3'-7" 12 1'-0" 1'-1" 1'-2" 1 1'-2" ' 1'-3" 1'-6" !1'-10**: 2'-5" 12'-11" 1 3'-0" 1 3'- 7" 4'-2" i 4'-9" 5'-4" S n r1'-1" 14'-0" 16' 2" ' 4'-10" 5' 16'-4" 7 -2 fl161'-0 1 _2' ; 1'-2" 1'-8" 12 -1•' 2'-6"T3 -3" 3' -11" Joist 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-1" 12'-7" 3'-1" 1 4'-l" 14--11" 1 5'-1" . 6'-0" i 7'-0' 8'-0" 18,_11" i-------124 i1'-0" 1'-1"1'-2"1'-4" 2'-6" i 3'-1" i 3'-9" 14'-11";5'-11" 6'-1" ! 7'-3" i 8'-5"9'-7" 10'-9" DO NOT M or notch rf flange J 00 cut in web area as specified v 0 Select a table row based on joist depth and the actual joist span rounded up to the nearest table span. Scan across the row to the column headed by the appropriate round hole diameter or rectangular hole side. Use the longest side of a rectangular hole. The table value is the closest that the centerline of the hole may be to the centerline of the nearest support. The entire web may be cut out. DO NOT cut the flanges. Holes apply to either single or multiple joists in repetitive member conditions. For multiple holes, the amount of uncut web between holes must equal at least twice the diameter ( or longest side) of the largest hole. 1'/ V round knockouts in the web may be removed by using a short piece of metal pipe and hammer. Holes may be positioned verti- cally anywhere in the web. The joist may be set with the 1'/W' knockout holes turned either up or down. This table was designed to apply to the design conditions covered by tables elsewhere in this publication (maximum uniform PLF load). Use the BC CALCO software to check other hole sizes or holes under other design conditions. It may be possible to exceed the limita- tions of this table by analyzing a specific application with the SC CALCe software. Large- Rectan_g.ular-Holes-in-BC_-111 Joists crs' C7': x;:T_Tt w..rr.,,.r.Tr..a T."a^-.7.C-T..G-/,«r 3x.- 7.w:ar:•: .`.?U f.`-.:r tZ'.-.'^:_-OJT-»iti '_ - _._.7 T'wT..:r C.._.Z:LTrC--:.r.1.'•.Ti tR'i..'.1' 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. Single Span Joist See Max Hole rise on Q hale FOwt for Jaw Depth K joist span I r—Knimmn 21 diameter/ Width of largest hale o/ o simple span Joist V-W Min Notes: Additional holes may be cut in the web provided they meet the specifications as shown in the hole distance chart shown above or as allowed using BC CALC• sizing software. Boise Cascade E4VP • Eastern Specifier Guide • 0810412015 Maximum Hole Size Simple Multiple JoistDepth Span Span 9W, 6" x 14" 6" x 12" 11 W, 8" x 16" 8" x 13" 14" 9" x 18" 10" x 17" 8" x 16" 16" 11" x 18" 10" x 14" 12" x 16" Multiple Span Joist It hole see Max We sine on hole I.— % joist —+I Chan fa Joist oto I%Joist --« Spain. Sam r I— YWhIple span joist 174' Min I Muittoe span Joist 12'4' Min Larger holes may be possible for either Single or Multiple span joists; use BC CALC° sizing software for specific analysis. Reinfo_rced_-Load_Rearing__Cantileve.r-Table-____ BC10 Joists o a - y h a _ c o 10 Root Total Load sf 35 45 55 Joist Spacing in 18 19.2 24 16 19.2 24 16 19.2 24 24 0 0 0 0 0 X 0 X X 26 0 0 0 0 0 X 0 x X m n 0 c 28 0 01 X 0 X X X X X 30 0 0 X 0 X X x X X 32 0 0 X o X X X X X 34 0 0 X o X x X x X 36 0 X X X X x X X x 38 0 X X x x X X X x 40 a x x x x x x x x 42 0 X X x, X x X x x C 0 0 0 24 0 0 0 0 0 I X 0 X X 26 0ro 0 0 0 X 0 X X 28 0 1 0 X X X X X 30 0 1 0 X X X X X 32 0 X 0 X X X X X 34 0 X X X X X X X 36 0 x X X X X X X 38 0 X' X X X X X X X 40 0 X' X X 1 X X X X X 24 0 0 0 0 0 1 0 1 0 X X 26 0 0 0 0 0 X 1 0 X X 28 0 0 0 0 0 1 X I X X X 30 0 0 0 0 0 X X X X c 32 0 0 0 0 X X X X X 34 0 0 X 0 X X X X X 36 0 0 X 0 X X X X X 38 0 0 X X X X X X X 40 0 0 X; X X X X X I X 0 24 0 0 0 0 1 0 0 0 0 X 26 0 0 0 0 1 0 0 0 X X 28 0 0 0 0 0 0 0 X X 30 0 0 0 0 0 X 0 X X 32 0 0 0 0 0 X 0 X X 34 0 0 0 0 X X X X X 36 0 0 X 0 X X X X X 38 0 0 X 0 X X X X X 40 0 0 X 0 X I X X X X 24 0 0 0 0 0 I WS 0 0 x 26 0 0 0 0 0 WS 0 0 X 28 0 0 0 0 0 X 0 WS X m 30 0 0 0 0 0 X 0 WS X 0 v 32 0 0 WS 0 0 X 0 X X 44 0 0 WS 0 0_! X 0 x x 36 0 o WS 0 w5 X 0 x X 00 x 0 xx X X xV00xoXXXXX 0 0 X 1 0 X X X X x 24 0 0 0 0 1 0' WS 0 1 0 1 26 0 0 0 0 0 WS 0 0 1 m 28 0 1 0 0 0 0 WS 0 0 X 30 0 0 WS 0 0 1 0 0 X 0 32 0 0 WS WS 0 0 1 0 1 X_ 34 0 0 0 WS X 0 X X 36 0 0 WSJ 0 WS X X 38 0 0 WS 0 Wss x XXX X 40 0 0 1 0 1 1 X X 24 0 0 0 1 0 1 0 0 0 0 IWS 28 0 0 0 0 0 0 0 0 1 28 0 0 0 0 0 WS 0 0 1 0 30 0 0 0 0 0 WS 0 0 X_ c 32 0 0 0 0 0 1 0 WS X 34 0 0 WS1 0 1 0 1 0 1 X 38 0 0 WS 0 0 1 0 X X 38 0 0 WS 0 0 X 0 X X 40 0 0 1 0 WS X X X X Z; 01O zy Roof Total Load 35 45 55 Joist Spacing in 18 19.2 24 16 119.2 24 1 16 119.2124, m 0 24 0 0 1 0 1 0 1 0 0 1 0 0 1 1 26 0 0 0 0 1 0 0 0 0 X 28 0 0 0 010 0 0 0 X 30 0 0 0 0 1 0 1 0 0 X 32 0 0 0 0 1 0 1 0 0 X 34 0 0 0 0 0 X 0 1 X 36 0 0 0 0 0 x 0 1 x 38 0 0 0 0 0 X 0 1 X 40 0 0 1 0 0 X 0 x x m m 24 0 0 1 0 1 0 0 0 1 0 0 1 26 0 0 0 0 0 0 0 0 1 28 0 0 0 0 0 WS 0 0 X 30 0 0 0 0 0 1 0 o X 32 0 0 0 0 0 1 0 1 X 34 0 0 0 1 0 0 X 0 1 X 36 0 0 WSJ 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 N m 24 0 0 0 0 0 0 0 0 0 26 0 0 0 0 J 0 0 0 0 0 28 0 0 0 010 0 0 0 0 30 0 0 0 0 0 0 0 o 0 32 0 0 0 0 0 0 0 0 0 34 0 0 0 0 1 0 0 0 0 1 36 0 0 0 0 1 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 24 0 0 0 0 0 0 0 0 WS 26 0 0 o o 0 WS 0 0 WS a? a 0 28 0 0 0 0 0 WS 0 0 1 30 0 0 0 0 0 WS 0' WS X 32 0 0 WS 0 WS X 34 0 0 1 o WS x c 36 0 0 X 0 W5 X se AWS' 0 WS x 0 x400WSXWSXX 4422 0, WS X WS X I X n 24 0 0 1 0 1 0 1 0 WS 0 1 0 IWS 26 0 0 0 0 0 WS 0 0 WS 28 0 0 0 0 0 WS 0 WS 1 30 0 0 WS 0 0 WS 0 WS 1 o CO32 34 0 0 WS 0 0 WS 0 WS 2 0 0 WS 0 WS 1 0 WS X 0 0 WS 0 WS 1 0 WS X36 38 0 0 WSJ 0 WS 1 WS 1 X 40 O j 0 WSJ 0 WS 2 WS 1 X 2a 0 0 0 0 0 0 0 o WS 26 0 0 1 0 0 1 0 0 0 1 0 IWS 28 0 0 1 0 0 1 0 WS 0 o WS m 0 30 32 0 0 0 0 0 1 0 WS 0 0 1 0 0 0 1 0 WS 0 WS 1 0 34 0 0 0 0 1 0 WS 0 WS 1_ 36 WS 0 0 WS 0 WS 1 38WS 05 0: 0 1 0 1 2 40WSJ 0 PS—1 0—TT 2 24 0 0 0 1 0 1 0 0 1 0 1 0 WS 26 0 0 0 0 0 0 0 0 IWS 28 0 0 0 0 0 WS 0 0 WS 0 30 0 0 0 0 0 WS 0 0 1 c 32 0 0 0 0 0 WS 0 WS 1 34 36 0 0 0 0 0 WS 0 WS 2 0 0 WS 0 0 WS 0 WS 2 38 40 0 0 WS 0 0 1 0 1 2 0 0 WS 0 WS 1 0 1 2 1. Cut 48" long reinforcers to match the joist depth. Use min. 23/32" plywood/OSB-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). 2. 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 CALL° 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 spec application with BC CALC° software. Roof Total Load I sfl 35 45 55ociia 01O Joist Spacing in zy I_6T1_9._2T_24J 16 19.2 24 16 19.2 24 24 0 0 0 1 0 0 0 0 0 WS 26 0 0 1 0 1 0 0 0 0 0 WS 28 0 0 0 0 0 0 0 0 WS 30 0 0 1 0 0 0 WS 0 0 1 4 32 0 0 0 0 0 WS 0 0 1 0 34 0 0 0 0 0 WS 0 0 1 36 0 0 0 0 0 WS 0 WS 2 38 0 0 o o o 1 0 WS x 40 0 0 WS 0 0 1 0 1 1 x 24 0 0 1 0 1 0 1 0' 0 1 0 1 0 1 0 26 0 0 1 0 1 0 0 0 1 0 0 0 28 0 0 1 0 1 0 0 0 1 0 0 0 30 0 0 1 0 1 0 0 0 0 0 0 H 32 0 0 0 0 0 0 0 0 0 rn 34 0 0 0 0 0 0 0 0 WS 36 0 0 0 0 0 0 0 0 1 38 0 0 o 0 0 0 0 0 1 40 0 0 0 0 0 0 0 0 1 24 28 0 0 0 0 0 0 0 0 0, O I S, 0WS , 0 -1--- I O00 WS WS 28 0 0 0 0 0 WS 0 0 WS WS WS 30 0 0 O' 0 1 0 WS 0 a 32 0 0 0 0 0 WS 1 0 WS 1 0 34 0 0 WS! 0 0 lWS1 0 WS, X c 36 0 1 0 IWSj 0 0 JWSi 0 WS X 38 0 0 WS 0 WS 1 0 WS X 40 0 0 1WS 1 0 ;WS1 1 IWSIWS X 42 0 0 JWS1 0 ;WSJ X I WS 1 X 24 26 0 0 0 0 0 0 0 I_0 0 0 0 j 0__ 0 _LWS 0 0 0 ;WS 0 28 0 0 0 0 j _q WS! 00 7,WS 0 30 32 0 0 0 0 0 0 0 0 WS _ 0 0 I WS WS 0 WS WS 000 34 0 0 0 o 0 WS', 0 WS fi 1_ m 38 38 t-00WS W3L 0 0 0 WS, 0_1WS 1_ WSi 0 LWS, 2 040 WSI 0 WS WS' 0 IWSi 2 24 0 0 1 0 104 0 0 1 000 !WS 26 o 0 0 0' 0 0 0 O IWS m 28 0 0 0 0 0 WS' 0 0' WS 30 0 0 0_0 0 WS 0 0 WS_ o 32 0 0 0 0 0 IWS'0 WS1 1 m 34 0 0 0 0 0 WS} 0 1 36 0 0 WS 0 0 WS 0 WS 2 38 0 0 WS 0 0 WS 0 WS, 2 O 0 I o ws' o ,ws ws o ws' 2 24 0 0 0 1 0 I o 0. 0 0 WS 26 0 0 0 0 0 i 000 WS 28 0 a- 0 0 0' WS c 30 0 0 0 0 0 0 WS: _0 0 S f WWS m 3200000WS _0 0 34 36 0 0 0 0 0 0 0 0 0 0 WS 0 1 NSrWS STt 38 0 0 0 t0 +0 W5 0 4WS+ 1 1401 0 0 WS 0 0 1 WS 1 0 1 WS, 1 24 0 0 0 0 0 0 0 1 0 1 0 26 0 0 1 0 0 0 0 0 0 0 28 0 0 1 0 0 0 0, 0 0 o 0m 30 32 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0. 0 34 0 0 0 0 0 0 0 1 0 WS 36 0 I 0 0. 0 _0 0 0 0 WS 38 00 00 0 0 0 0 0 0 11 40 0 0 0 0 1 0 0 040 1 KEY TO TABLE 0 .... No Reinforcement Required WS .... Web Stiffeners at Support 1 .... Web Stiffeners Plus One Reinforcer 2 .... Web Stiffeners Plus Two Reinforcers X .... Use Deeper Joists or Closer Spacing Boise Cascade EWP - E-astem Speut.er Guide • 08/0412015 Reinforced Load Bearing Cantilever Detail 2'-6- 2'-W 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 2'4'. Cantilevers longer than 2'-0" cannot be reinforced. However, longer cantilevers with lower loads may be allowable without reinforcement. Analyze specific applications with the BC CALC• software. PLYWOOD / OSS REINFORCEMENT If Required per Table on page 8) 23/32" Min. x 48" long plywood / OSB rated sheathing must match the full depth of the BCI° Joist. Nail to the BCI° Joist with 8d nails at 6" o.c. and nail with 4-8d nails into backer block. When reinforcing both sides, stagger nails to limit splitting. Install with horizontal face grain. The tables on page 8 assume a wall weight of 100 plf, in addition to the roof loading shown. Applications with loading that exceeds the loads shown shall be analyzed with BC CALC° software. These requirements assume a 100 PLF wall load. Additional support may be required for other loadings, see BC CALC• software. 23/22- min. plywood/OSB or rimboard closure. Nail with 8d nail Into each flange. \ Structural Panel reinforcement BCI• Joist blocking required for cantilever block Uplift on back span shall be considered In all cantilever designs Non-Load-.-Bearing Wall Cantilever --Details_----__ _--- _ BOO Joists are intended only for applications that Fasten the 2x8 minimum to the BCI• Joist by nailing through the backer block and provide permanent protection from the weather. joist web with 2 rows of 10d nails at 6" on center. Use 16d nails with BCI.90s 2.0 joists. Clinch all nails. ATbBG• Joist blocking Wood backer block ji• Wood Structural 2. Closure Panel Closure SeeSpecifierGuide 6ofastern 2x8 minimum• BCI lolst blocking q ` ` Drywall Ceiling or Back Span I Maximum Wood Structural Panel Soffit a Back Span Not to exceed 4'-0' These details apply to cantilevers with uniform loads only. 3 e ing It may be possible to exceed the limitations of these details by analyzing a specific application with the BC CALC° software. Small Gap: Nallint Schedule2- mmax. chartWeb Stiffen 2' min. / Wldtl 4- max. 2- min. 111 "' 41 max. mj ht Flt Web Web stiffeners applied to both sides of the joist web Web -Stiffener F. E For Structural Lateral BCI° Joist Capacity Restraint Minimum Series Min. Thick) in Hanger Width 4500s 1. 8 Ye' Ye' 2ehe" 5000s 1. 8 Ye' W 2ehe' 6000s 1. 8 W 23/u' 6500s 1. 8 1" or 1Y." 25he" 60s 2. 0 i' 25he' 90s 2. 0 2x4 lumber (vertical) NOTES 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 BCI° Joist Web stiffeners may be required with certain sloped or skewed hangers or to achieve uplift values. Refer to the hanger manufacturers installation requirements. Web stiffeners are always required 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 BCI® 90s only). For Structural Capacity: Web stiffeners needed to increase the BCI° 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., BCI° 6500s, double Y2' panel OK). Web stiffeners may be used to increase allowable reaction values. See BCI® Design Properties on page 24 or the BC CALC° software. Minimum 1% Times Cantilever Length Back Span Section View Maximum a Back Span not to exceed 4'-0- BCI• Joist Series Joist Depth Bearing Location End Intermediate 4500s 1. 8 9'/" 2- 8d 2-8d 11'/s' 2-8d 3-8d 14" 2- 8d 5-8d 16" 2- 8d 6-8d 5000s 1. 8 9'/i'_ 117/s_ 2-8d 2-8d 2-8d 3-8d 14" 2- 8d 5-8d 6000s 1. 8 9V21' 2- 8d 2-8d 112/. 2- 8d 3-8d 14" 2- 8d 5-8d 16" 2- 8d 6-8d 6500s 1. 8 9t/2 _( 11"A" 2-8d 2-8d 2-8d 3-8d 14"_ 2- 8d 16" 2- 8d 5-8d 6-8d 60s 2. 0 11'/s' 2-8d 3-8d 14" 2- 8d 5-8d 16" 2- 8d 6-8d 90s 2. 0 11'/e' 3-16d 3-16d 14" 5- 16d 5-16d _ 16" 6- 16d 6-16d tsohse cascaae twr • tastefn spearel (-iwae - uafuazu•a Allowable Uniform Floor Load in pounds per lineal foot [PLF]) 100% Load Duration BCI® 4500s 1.8 Series 13/4" Flange Width BCI® 5000s 1.8 Series 2" Flange Width 9Y2' BCI® 4500s 1.8 11%' BCI® 4500s 1.8 14" BCI® 4500s 1.8 161' BCI® 4500s 1.8 9'/s' BCI®5000s 1.8 11ye, 1 BCI® 5000s 1.8 14" BCI® 5000s 1.8 Span Length Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load 6 280 300 313 316 280 300 313 7 240 257 268 271 240 257 268 8 210 225 235 237 210 225 235 9 186 200 208 211 186 200 208 10 147 168 180 188 190 163 168 180 188 11 113 152 163 170 172 126 152 163 170 12 89 131 144 150 156 158 99 140 150 156 13 71 111 115 138 144 146 79 128 129 138 144 14 57 96 94 123 134 135 64 111 105 128 134 15 47 83 77 107 112 125 126 53 96 86 120 125 16 64 94 93 112 118 44 85 72 108 104 117 17 54 83 79 99 105 111 61 96 88 110 18 46 74 67 88 89 100 51 86 75 101 19 57 79 76 90 44 77 64 91 20 49 71 66 81 55 82 21 43 65 57 74 48 74 22 50 67 42 68 23 44 61 24 25 Total Load values are limited by shear, moment, or deflection equal to L/240. 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 respectively. Both the Total Load and Live Load columns must be checked. Where a Live Load 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. Table values do not consider composite action from gluing and nailing floor sheathing (composite action is considered in floor span tables on page 4). Total Load values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. For assistance with floor design, consult the section About Floor Performance on page 4. 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 CALC® software. Boise Cascade E1Nr . Eastern Specifier Gwde • 08104120 i 5 Floor_Load Tables FIOR" Allowable Uniform Floor Load in pounds per lineal foot [PLF]) 11', Load Duration BCI® 6000s 1.8 Series BCI® 6500s 1.8 Series 25/16" Flange Width 29/16" Flange Width 9'/2' BCI® 6000s 1.8 117/8" BCI® 6000s 1.8 14" BCI® 6000s 1.8 16" BCI® 6000s 1.8 9'/2" BCI® 6500s 1 1.8 11'/e' BCI® 6500s 1.8 14" BCI® 6500s 1.8 16" BCI® 6500s 1.8 Span Length Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load 6 320 333 346 353 320 333 346 353 7 274 285 297 302 274 285 297 302 8 240 250 260 265 240 250 260 265 9 213 222 231 235 213 222 231 235 10 183 192 200 208 212 192 200 208 212 11 141 174 181 189 192 153 174 181 189 192 12 112 160 166 173 176 121 160 166 173 176 13 89 147 144 153 160 163 97 147 153 160 163 14 73 129 117 142 148 151 79 137 129 142 148 151 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 91 115 117 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 96 23 42 72 56 83 45 80 60 92 24 49 76 40 74 53 84 25 1 44 70 47 77 26 42 72 27 28 29 30 Boise Cascade EW? • Eastem Specifier Guide • 08/04f20' Floor _Load -Tables___- Allowable Uniform Floor Load in pounds per lineal foot [PLF]) 11', Load Duration BCI® 60s 2.0 Series BCI® 90s 2.0 Series 25/16" Flange Width 3%" Flange Width 117/e' BCI® 60s 2.0 14" BCI® 60s 2.0 16" BCI® 60s 2.0 117/e' BCI® 90s 2.0 14" BCI® 90s 2.0 16" BCI® 90s 2.0 Span Length Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load 6 366 366 366 450 453 456 7 314 314 314 385 388 391 8 275 275 275 337 340 342 9 244 244 244 300 302 304 10 220 220 220 270 272 274 11 200 200 200 245 247 249 12 183 183 183 225 226 228 13 169 169 169 207 209 210 14 1 155 157 157 157 192 194 195 15 128 146 146 146 180 181 182 16 107 137 137 137 152 168 170 171 17 18 19 90 77 66 129 122 115 110 95 129 122 115 129 122 115 129 110 95 158 150 142 135 134 117 102 90 160 151 143 136 129 123 119 161 152 144 137 130 124 20 57 110 82 110 109 110 83 21 22 50 43 100 87 72 63 104 100 95 84 1 104 100 72 63 128 122 23 55 95 74 95 56 112 79 118 105 119 24 49 91 65 91 49 99 70 113 94 114 25 43 87 58 88 44 88 63 108 83 i 109 26 52 84 56 104 75 105 27 1 47 81 50 100 67 101 28 42 78 45 91 61 97 29 41 82 55 94 30 1 1 1 1 50 91 Total Load values are limited by shear, moment, or deflection equal to L/240. Live Load values are limited by deflection equal to 1_/480. For deflection limits of L/360 and L/960, multiply the Live Load values by 1.33 and 0.50 respectively. Both the Total Load and Live Load columns must be checked. Where a Live Load 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. Table values do not consider composite action from gluing and nailing floor sheathing (composite action is considered in floor span tables on page 4). Total Load values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. For assistance with floor design, consult the section About Floor Performance on page 4. 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 CALC° software. Bone Cascade EWP • cas:( rm Specif e• G: ide • 08,10412015 BCI® Rafters 1 • Structural ridge VERSA -LAM° or FOR INSTALLATION STABILITY, load -bearing wall required. Temporary strut lines - (1x4 min.) 8 ft. on center maximum. Fasten Blocking or other lateral at each joist with two 8d nails _ support required at end minimum. supports. 1 When installing Boise Cascade WI I EWP products with treated wood, use only connectors/ fasteners that are approved for use with the corresponding Blocking not shown • 1 wood treatment. for clarity. BCI° Rafter Header 40 Wr II I Multiple BCI° Rafters may be required. SAFETY WARNING DO NOT ALLOW WORKERS ON BCI* JOISTS UNTIL ALL HANGERS, BCI° 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 10 STRUT LINES ARE INSTALLED AS SPECIFIED BELOW. 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 BCI° Joists and the first course of sheathing. As an alternate, temporary sheathing may be nailed to the first four feet of BCI° Joists at the end of the bay. All hangers, BCI° rim joists, rim boards, BCI° 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 BCI° Joists are set. Nail the strut lines to the sheathed area, or braced end wall, and to each BCI° 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 BCI° 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. BCI® Ceiling Joist with Bevel End Cut (For Limited -Access Attics Only) BCI° Joist shall not be used as collar/tension tie. Roof rafter shall be supported by ridge beam or other upper bearing support. Conlinu*us floor sheathing or 1x4 Nailer ® Max. 4'-0' o.c. 2'{" o.c. or BCI' 4500s) Y-o' O.C. or We 5000s) Minimum Heel Depth F(see table at ripen 12 LMln_ 6 Raker Strut 9W, IVA" or 14" Web BCI•4500s/5000s/6000s/6500s Filler Ceiling Joist @ 24" o c. Maximum 3W Minimum Bearing 2x4 Wall) Each End Roof Rafter Ceiling Loads: Live Load =10 psf Dead Load = 7 psf 2x Blocking Maximum Span Lengths Without Roof Loads 9'/x" BCIe 4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 20'-0. 11W SCI.4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 22'.6" 14" BCIe 4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 24'-6" If roof loads present, see Notes 2 & 3 at right) Minimum Heel Depths Joist Depth End Wall 2 x 4 2 x 6 9,'A„ 2'A" 1w, IIY41, 3'A" 2'" 14" 4'W 3,b„ 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) BCI° ceiling joist end reaction may not exceed 550 pounds. 4) Minimum roof slope is 6/12. 5) Nail roof rafter to BCI° 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. Boise Cascade EWP • Eastern Specifer Gjida • 08/04/2015 Roof Framing -.Details - -- ---- - - Additional roof framing details available with BC FRAMER® software 2x beveled plate for slope Rimboard / VERSA LAM• blocking greater than'/./12. Ventilatlon V" cut: 1/3 of length, 1/2 of depth Rimboard / VERSAIAM• blocking. Ventilation "V' cut: a of length.'/2 of depth 2x4 bloc* blocking Tight fit Flange of BCI• Joists may for soffit for lateral be birdsmouth cut only at support. I stability. the low end of the joist 6' Birdsmouth cut BCI• Joist VPA or USP TMP connectors or equal can max Flange of BCI• Joists may be birdsmouth cut only at flflangSimpsonI plate, must bear fully on plate, web stiffenerbeusedInlieuofbeveledplateforslopesfromthelowendofthejoist. Birdsmouth cut BCI• Joist 2'6" max' required each side. 3/12 to 12/1.2. flange must bear flly on plate, web stiffener required each side. Bottom flange shall be fully supported. j 10d Simpson or USP LSTA24 strap, nailing per Simpson or USP LSTA24 strap where slope nails 2x4 one side for 135 PLF max. at 6' o.c. governing building code. exceeds 7/12 (straps maybe required for lower 2x6 one side for 240 PLF max. BCI• blocking slopes In high -wind areas). Nailing per governing VERSA4AM• LVL Holes cut building code. support beam. for ventilation. VERSA - LAM* LVL support beam. Backer block. o Thickness per corresponding BCI• series. 2x block BCI• blocking Holes cut ouble-0eveled Beveled web stiffener a 4' nod:. for ventilation. wood plate. on each side. Blocking on both sides of ridge may be required for 2W hod shear transfer per design professional of record. Simpson LSSUI or USP TMU hanger. I , L Double joist may be Backer block L required when L exceeds t minimum 12" wide). 2--0" rafter spacing. t Joist Nall with l0-10dnails. ma t Hanger Blocking as required. Nail I outrigger t through BCI• web. DO NOT bevel•cut joist Iller block. Nail beyond Inside face of wall, except with 10 -10d nails. for specific conditions In details 2' x _ outrigger shown on pages 6 and 13 of the Backer block required where top flange notched around BCI• Eastern Specifier Guide. joist hanger load exceeds 250lbs. top flange. Outrigger Install tight to top flange. spacing no greater End Wall. than 24" on -Center. LATERAL SUPPORT BCI• 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 other x-bracing provides adequate lateral support for BCI• Joists, consult governing building code for roof diaphragm connection provisions. MINIMUM BEARING LENGTH FOR BCI11 JOISTS Minimum end bearing: 1%* for all BCI' Joists. 3%' Is required at cantilever and Intermediate supports. Longer bearing lengths allow higher reaction values. Refer to the building code evaluation report or the BC CALC• software. NAILING REQUIREMENTS BCI• rim joist, rim board or closure panel to BCI• joist: Rims or closure panel 1% Inches thick and less: 2-8d nails, one each In the top and bottom flange. BCIO 4500s/5000s rim joist: 2-10d box nails, one each In the top and bottom flange. BCI•6000s/60s rim joist: 2-16d box nails, one each in the top and bottom flange. BCI06500s/90s rim joist: Toe -nail top flange to rim joist with 2-10d box nails, one each side of flange. BCI• rim joist, rim board or BCI• blocking panel to support: Min. 8d nails@ 6' o.c. per IRC. Connection per design professional of record's specification for shear transfer. BCI• joist to support: 2-8d nails, one on each side of the web, placed 1% Inches minimum from the end of the BCI• Joist to limit splitting. Sheathing to BCI• joist: Prescriptive residential floor sheathing nailing requires 8d common nails ® 6" o.c. on edges and ®12" o.c. 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 BCI' 4500s and 5000s, 24" for larger BCI° joist series. 14 gauge staples may be substituted for 8d nails if the staples penetrate at least 1 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 Series ac er Filler Block Thickness 4500s 1.8 wood angels Two Si" wood panels or 2 x _ 5000s 1.8 wood ravels Two W wood panels or 2 x_ 6000s 1.8 1%" or two %" wood canels 2 x _+ r/,r• or W wood panel 6500s 1.8 lwoodr anels" 2 x + %' or i': wood panel 60s 2.0 lwoodr aels' 2 x _ +'/,,- or %- wood panel 90s 2.0 2x—lumber Double 2 x _ lumber Cut backer and filler blocks to a maximum depth equal to the web depth minus'A" to avoid a forced flt. WEB STIFFENER REQUIREMENTS See Web Stiffener Requirements on page 9. PROTECT BCI° JOISTS FROM THE WEATHER BCIe Joists are intended only for applications that provide permanent protection from the weather. Bundles of BCI° Joists should be covered and stored off of the ground on stickers. MAXIMUM SLOPE Unless otherwise noted, all roof details are valid for slopes of 12 in 12 or less. VENTILATION The 1% Inch, pre -stamped knock -out holes spaced at 12 Inches on center along the BCI• 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. BIRDSMOUTH CUTS BCI• Joists may be birdsmouth cut only at the low end support. BCI• Joists with birdsmouth cuts may cantilever up 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. Boise Casca02 EWD • Eastern Spectter Guide - 0810412015 Span Tables Maximum clear span in feet and inches, based on horizontal spans. BCI® 4500s 1.8 Series BCI® 5000s 1.8 Series 1%" Flange Width 2" Flange Width 9'/i' 117/i' 14" 16" 9'/i' 11'/i" 14" BCI° 4500s 1.8 BCI° 4500s 1.8 BCI° 4500s 1.8 BCI° 4500s 1.8 BCI° 5000s 1.8 BCI* 5000s 1.8 BCI° 5000s 1.8 Live Dead 4/12 4/12 8/12 4/12 4/12 1 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/124/12 4/127 8/12 Load Load or ! to to or to to or ' to ! to or to to or to to or I to to or to I to18/12psfl [psfl Less; 8/12 i12/12 Less ' 8/12 12/12 Less: 8/12 112/12 Less, 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 12/12 Non- 20 10 2T-1a' 27-6- 20r-10" 26•5" 26•9" 24'-10" 32'-Y' 1 3Y.5" 28'-3" 36-9- 33'$" 31'-Y' 4'-10 23'-5" 21'-9" 29'4" 2T-11.125'-11' 33'-8" 31%9" 2T-5" Snow 20 15 122'-7" 21'-3" 19-7" 26'•11" 25'.3" 23'4" 3a-7" 28'-9' 26W 33'•6" 31'-10r' 29'4" 23'-6" 22'-1" 20'-5" 28'-0" 26'4" 24'-4" 1'-10429'-11' 27'-7" 125% 20 20 21'•7" 26-T 18'-T' 26$" 1 24'•0 22'-1" 29-7' 27'4" 26-l" 31'4" 3a-3" 27'•10" 22'-5" 21'-0" 19'4" 26'-9" 25'-0" 234' 30'-5" 28'-5" 26'-2" 25 10 27$" 21'-5" 19-11" 26'-11" 26-T 2T-T 30'-7' 29-0" 2641" 37-3" 31'-T' 29-IT 23'-7" 274" 20'-9" 28'-1" 26'-7" 24'-9" 1'-11" 30'-2" 28'-1" 25 15 21'-7" 2a 4" 18-10" 26-9' 24'-2" 22'-5" 26-7' 2T-5" 2S$" 3a-l" 294' 26-3" 22'-6" 21'-2" 19'-7" 6'-10" 25'-3" 23'-4" 30'-3" 28'-8" 26'-7" 12" 30 10 21'$" 2a6" 191" 26-9' 24'-6' 22'-9' 2e-T 2T-9" 26-11" 3a-2" 29$' 26-8" 22'-7" 21'-4" 19'-11' 6'-10" 25'-5" 23'4' 30'-4" 28'-11" 27'-0" O.C. Snow 30 15 20'-T 19-7" 18-7' 24'-5" 2T4" 21'$" 2e-7" 25-11" 24'•7" 26-5" 2T-9' 26'-10" 21'-7" 20'-5" 18'-11' 25'-9" 24' 4" 22'-7" 28'-6" 27'-8" 25'-8" 115% 40 10405 19$ ,1g-11"'1T-1a' 19-5" 18'"fi17'4" 23'-2" 22.1" 27$" 21'$" 21'-3" 20'4" 26-T 24'-11" 24'-1" 23'-7" 24'-2" 22.11" 2T-0" 2S$" 2e$" 25-7' 26'-1" 24%T 20'-6" 20'-2" 19'-8" 18'-7" 19'-1"17'-10 24'-5";23_-5'I22-7' 23'-8"22'-9"!21'-Y' 27'-2"'26_'-8",25'-2" 5'-1025 24-1" 50 10 16-3'' IT-6" 16'.7" 27-5" 24'$" j 24'•4" 124'-0" 19'-0" 18'-3"' 17'-3" 22'-8" 21'-9" 20'-7" 4'-10" 24'-6"' 23'-5" 21'-7' 2a-la'1 19 9" 23'-l" ,27-ta' 50 15 11'-11" I r4' ' 1e-3" 20W 2a-0"' 19" 27-7' ' 21'•9" 21'•3" 2Y-O' 23'-T i 27-9" 19'-0" 118'-1".16'-11 1'-10" 21'-5" 20'-7' 2T-9" • 23'-4" 22'-10' Non- 20 10 21%7" 29-5" 16-11" 25'-9" 24'•3" 27$" 29-3" 27'-7" 23-T' 31'•5" 39-7" 294" 22'-6" 21'-3" 19'-8" 6'-10 } 25'•4" 23'-6" 30'-6" 28%9" 26%8" Snow 20 15 2a6" 19.3" 17%9' 244" 27-11" 21'-1" 27'•7' W-a' 24'4' 29 ' 26-7' 26'-7" 21'-4" 20'-0" 18'-6' 25'-5" T-10' 22'-0" 6-11' 27'-1" 25'-0" 125% 20 20 19$" 16-3" 16-10" 23'-3" 21'-9" 294' 25'4" 24'-5" 27-9' 27'-1" 26'-7' 24AV 20'-4" 19'-0" 17'-6" 24'-3" 22'-8" 20'-10' 27'-2,' 25'-10' 23'-9" 25 10 2a$" 19-5" 18'-1" 24'-0" 27-1" 21'$" 26'-1" 26-7" 24'-5" 2T•11" 2T•4" 26'-7" 21'-4" 20'-2" 18'-10' 25'-6" 24'-1'* 27-5" 28'-1" 274" 264 25 15 19-1" 19-5" 17A" 274" 21%9" 274" 24'4" 27-9" 27-11" 26'-0' 26-C 24'-5" 20'-5" 19'-2" 17'4' 24'-0"27-10" 21'-7' 26'-2" 25'-6" 24'-1" 16" 30 10 19-1" 16-1' I 1T4" 27-5" 274" 2a-7" 24'-5" 24'4" 2nT-T 2e-1" 26$" 25'-0" 20'-5" 19'4" 18'-1" 24'-1" 23'-1" 21'-6" 26-3" 25'-9" 24'-5" O.C. Snow 30 1 15 18'-1" 17'-9" 16$" 21'-1" 2a-7" 19-T 27-0" 27-5" 21'-T 24-T' 24'-0T 23'-3' 19'-7" 18'$" 17'-2" 22'-8" 22'-0" 20'-5" 24'-8" 24'-1" 23'-3" 115% 40 10 1T$" 17'-1" 16' 2" 2a-1" 19-9 19 3" 21'-10" 21'-T' 21'-1" 23'" 23-0 22'-7" 18'-7" 17'-10"16' 10' 21'-7" i 21'-3" 120'-1" 1----- 23'-6" 23'-2" 22'-8" 40 15 15.10: 156"L15'$" 19-1" 18 8 18'-7' 20 10" 2a 5" 9_10_" 22-3' 21'-10" 21'-3" 18'-1" 17'«S 16'-1" 20'-6"; 20'-1",19-3" 22'-4" 21'-11'; 21--4" 17'-2",16'-0" 50 10 1e 2" 4%0" 164" 1e•1" : 17'-9' 19 11" 19-9 19-S' 21'-4" 21'-1" , 29-T 15'-8" 19'-8" 19'-5" 18'-8" 21'-5" 21'-2" 20'-10' 50 15 IS49' 15'$" 15'-3" 14'$" 1T-r 1T-3" ; to-10" 19-7' 1e-10" 1e-5" 2a-5" J 2a-1" 19$" 16'-8";16'-4" 15'-4" 18'-10" 18'-6" 18'-1" 20'-T', 20'-7',19'-9" Non- 20 10 294" 15-7 17'-9' 24'•7' 22'-10" 21'-7' 26•19' 26-11" 24'-l" 26-T 26-0 26-T 21'-2" 19'-11' 18'-6" 25-2" 23'-9" 27-1" 28'-8" 2T-0" 26•1" Snow 20 15 19-T 16-1" 16-9' 22'.9" 21'•6" 19-10" 24'-9' 24'-0" 27-T' 26-6' 26-6" 24'-8" 20'-0" 18'-10' 17'4" 3'-10' 22'-5" 20'-8" 264" 25'-6" 23'-6" 125% 20 20 164" 11'-2" 16.9' 21'•2" 2a-5" 18'-9" 23 1_- 22'•4" 21'-3" 24'-8" 23'-19' 27-9" 19'-1" 11T-10 16'-5" 22'-9" 121,4" 19'-7" 4%10' 23'-11' 22'-3" 25 IT 19-3" iv-3,1 1T4" 21'-1a' 21'-5" 2a-2" 23-ta' 23'" 2T$ 25$" 24'-11" 24'-3" 20'-1" 19'-0" 17'-8" 23'-6" 22'-7" 21'-1" 25'-T' 26-1" 2T-11' 25 15 le-T 1T" 16-T 2a-5" 19-10" 194" 27-3" 21'$" 2a-1a' 23%9" 23'-1" 27-4" 19'-2" 18'4" 16'-8" 21'-11" 21'-4" 19'-11' 3'-10" 23'-3" 27-5" 19.2" 30 10 194' IT-5" 16-T 29-5" 2a-1" 19-5" 22'4" 21'-11" 21'-4" 23'-1a' 23-5" 22'-10" 19'-2" 18'-2" 16-11 22'-0" 21'-7" 20'-Z' 3'-11" 23'-&' 22'-11 O.C. Snow 30 15 16-11" 16•7" 16-T 19-3" 16-9' 1e•7' 2a 11" 2a 5" 19-1a' 27-5' 21'•10" 21'-T 18'-3" 17'4" 16'-1'_ 20'-8" 20'-2" 19=2" 22_-0" 27-0" 11 22l'-3" 40 10115% 15-T :16-11"I 15'-7' 18'-3" wv, 1r e, 19-11" 19$"t1199.3" 21'-4" 2_1'-0" '_2a-1' 17'" 16'-9" 16-10 40 15 164" ; 16-T , 14.6" 1T-5"` 17'-1" 18-11 ttr-1" 2a-3 19-1_0" 19 4' 16'-0"t16'-2" 15'-2" 18'-8" 18'-4"?17'-10' 2a-4" 20'-0"11'9'-5" 50 10 14'-9 ' 14'$" ; 14'-1" 1e$" t 1e$" 11e-T' 1 1e•7' 18'•2" . ma, 1T$" 19-5' 19-3" ;18-11' 15'-10" 15'$" 14'-8" 17'-11" 17'-9" 17'-5" 19'-7" 19'-4" 19'-0" 50 15 14'4" :' lT-10', 13'-7" W.V. i 15-T 164" 17'-5" 1T-T I to-9' 19-O' 118!4' i 17'-11" 15'-2" 14'-11"• 14'4' 1 17'4-16'-11" 16'-6" 18'-9".18'-5"! 18'-0" Non- 20 10 16-1a' 11'-9' 16'ii" 22'4" 21'-1" 17-7" 24'-0" 23' S" 27 4" 25'-T' 25'-0 24'-3" 19'-7" 18'-6" 17'- 26-9" 25'-0" 23'-3" Snow 20 15 1T-la' 16-9' 16-5" 2a•3" 19$" 194C 22'-1" 21'-6' 2a•T' 2Y-6' 27-11" 22'4" 18'-6" 17'-5" 16-1" 1'-10' 20'-9" 19'-7 23'-9" 23--l" 21'-9" 125% 20 20 16-6- 16-11" 14'-7" 19-11" 18'•3" 17'-5" 2a-8 19-11" 19.0" 27.1" 21'-3" 2a-4' 17'-8" 164" 15'-3" 20'-4" 19'-8" 18'-7' 22'-2" 21'-5" 20'-5" 25 10 17'-3" 16-1a' 164' 19$" 19-T 18'-7" 21'-3" 2a-10" 2a-3" 2T-9" 27-T 21'$" 18'-0" 17'-7" 16'•4" 21'-0" 20'-T' 19'-6" T-10" 22'-5" 21'-9" 25 15 16'-1" 15'•7" 14'-1a' 16-7' 17'-9' 17'-1" ta' 194" 194' 21'-3" 2a•e' 19'-11" 17'-3" 16'-8" 15'-5" 19'-7" 19'-1" 18'-4" 21'-4" 20'-9" 20'-0" O.C. 24" 30 c. 10 16'-1" 15-1a' 15-1" 18'-3" 17'-11" 1T$" E-11" 19-7" 19-1" 21%3" 2a-11" 2a-5" 17'4" 16'-10" 15-8" 19'-7" 19'-3" 18'-9" 21'-5" 21'-0" 20'-6" Snow 30 15 16-7 14'fi 14'4" 1T-2" te-9" 1e-3" 18'_9" my, 1T$" 2a-0" 19$" 18'41' 16_3" 15'-11 j1 4'_11 18'-5" 18'-0"}17_5" 20'-1" 19'-8" I 194' 115% 1 T-1a'I 17'-T' 1 FT 1e_11" 15-T' te•2" 15'-0" 15'-3"' 14'-7" 14'-9" 14'-5" 14'-0" 17'-7" r 17'4":16'_11' 16'-8' li6'-4":15'-11' 19'-2" 18'-10" 18'-6" 18'-2" 17'-10' 17'-4" 40 10 40 15 14'-5"14'-2" 13'-11" 13'$ ; 13'-5" J 13' 1" 16 4' . 16'-1" 16-T 15$" r15'-3"114'_1a' 190 W-9" W-5- 18-1" 1T-9"117'-3" 50 i 10 6%2" ! 13'-0" , 17-9' 14'-11"' 14'-9' 1 14'$" 16'•3" 1 16'-1" ! 15-9" 1T-4" 1T-2" 16' 10" 14'-2" 13'-11'` 13'-7" 16'-0".15'-10" 15'-7" 17'-5" 17'-7' 16-7" 50 15 17-7" 174" 17.1" 13'-T 15'-1" ' 1641;14'-11" 1e$" , 16-a 15'-3" 13'-0"! 13'-4" 13'-0" 15'4",14'-11 ;14'-3" 16'-7':15'-8" 14'-11' 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 CALC° 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 CALC° software. Slope roof joists at least 1/4" over 12" to minimize ponding. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Cascade EWP - Eastern Specifier Guide • 08/04/2015 Roof _S_pan Tables Maximum clear span in feet and inches, based on horizontal spans. BCI® 6000s 1.8 Series 251,s" Flange Width z BCI° 60.00s 1.8_ -_-__ BCI° 6000s 1,8 BCI° 6000s 1:8---- BCI° 6000s 1.8 Live Dead 4/12 4/12 8/12 4/12 4/12 8/12 4/12 I 4/12 8/12 4/12 4/12 8/12 Load Load or to to or to to or to to or to to psfl (psfl Less ; 8/12 1 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 1 12/12 Non- 20 10 26'-0" 24'-6" 22'-9" 30'-11" 29'-2" 27'-0" 35'-2" 33'-2" 30'-9" 38'-10" 36'-7" 34'-0" Snow 20 15 24'-7" 23'-1" 21'4" 29'-3" 27'-6" 254" 33'-3" 31'.3" 28'-10" 36'-9" 34'-6" 31'-10" 125% 20 20 23'-6" 22'-0" 20%2" 27'-11" 26'-1" 24'-0" 31'-9" 29'-9" 27'4" 35'-1" 32'-10" 30'-2" 25 10 24'-8" 23'4" 21'-8" 29'4" 2r-9" 25'-10" 33'4" 31'-6" 29'4" 36'-10" 34'-10" 32'-5" 15 23'-6" 22'-2" 20'-6" 28'-0" 26'-4" 24'-5" 31'-10" 29'-11" 27'-9" 34'-11" 33'-1" 30'-8" 12" 25 c. O.C. 30 10 23'-7" 22'-4" 20'-10" 28'-0" 26'-r' 24'-9" 31'-11" 30'-2" 28'-2" 35--1" 33'-5" 31'-2" Snow 30 15 22'-7" 21'4" 19'-9" 26'-11" 25'4" 2Y-6" 30W" 28'40" 26'-9" 33'-0" 31'-11" 29'-7" 115% 40 10 21'-5" 20'-7" 19'-5" 25'-0" 24'-0" 23'-1" 29'-0" 27'-10" 26'-3" 31'-4" 30'-9" 29'-0" 25'-1" 27'-11" 40 1 15 21--1" 20'-0" 18-7 23'-9' 22'-2" 27'-1"-J- 25'-Z' 29'-10" 29'-3" 27'-10" t 50 - 10 r- —------- 19'-10" 19'-1» 18'-1"- 23'-r' 22'-8" 21 6', 26'-9' 25'-9" 24'-V' 28'4' I _28'-3" 2r-1_ 50 15 19'-10" 18'-11" 17'-8" 23'-7" I t 2Z-6" 21-0 25'-8" 25'-3" 23'-11" 2r-5" 27'-0" 26'-5" Non- 20 10 23'-6" 22'-2" 20'-7" 28'-0" 26'-5" 24'-6" 31'-10" 30'-0" 27'-10" 35'-2" 33'-2" 30'-10" Snow 20 15 22'-3" 20'-11" 19'4" 26'-6" 24'-11" 23'-0" 30'-2" 28'4" 26'-2" 33'4" 31'4" 28'-11" 125%F 20 20 21'-3" 19'-11" 18'-4" 25'-3" 23'-8" 21'-9" 28'-9" 26'-11" 24'-9" 31'.5" 29'-9" 27'-5" 25 10 22'4" 21'4" 19'-8" 26-7" 25'-1" 23'-5" 30'-3" 28'-7" 26-7" 32'-5" 31'-7" 29'-5" 25 15 21'4" 20'-1" 18'-r' 25'4" 23'-10" 22'-1" 28'-3" 2" 25'-2" 30'-3" 29'-5" 27'-9" 16" O.C. 30 10 21'-4" 20'-3" 18'-10" 25'-5" 24'-1" 22'-5" 28'-4" 4" J-V 25'-0" 30'-4" 29'-9" 28'-3" o.c. Snow 30 15 20'-6" 19'4" 17'-11" 244" 23'-0" 21'-4" 26'-V' 24'-3" 28'-6" 27'-10" 26'-10" 115% 40 , 10 19'-5" 18'-7" 1r-r' 23'-1" 22'-2" 20'-11" 25'-5" 25'-0" 23'-10" 27'-2" 26-9" 26-2" 40 , 15 19'-1" I 18'-1" f 16'-10" 22'-2" 21'-6" 1 20'-1" 24-2" 23'-8" L22'-10" 25'-10" 25'4"_ 24'-8" 50 10 18'4" 1r-3 16'-4" 21'-3" 20'-0" 19' 6" 23'-2"- 22'-11'- 22'-2" 24'-&' 24'-1' 50 15 1717'-11" '-1' 16'-0" 20'-4" 20'-0" 19-0 22'-2" 21'-10" 21W 24'-9"- - i- 23'-9" 23'4- 2-Z-10" Non- 20 10 22'-1" 20'-10" 19'4" 26'-3" 24AT 23'-0" 29'-11" 28'-3" 26'-2" 33'-1" 31'-2" 28'-11" Snow 20 15 20'-11" 19'-8" 18'-2" 24'-11" 23'-5" 21'-7" 28'-4" 26'-7" 24'-7" 30'-8" 29'-5" 27'-2" 125% 20 20 1 19'-11" 18'-8" 17'-2" 23'-9" 22'-3" 20'-5" 26-10" 25'4" 23'-3" 28'-8" 27'-8" 25'-9" 25 10 1 21'-0' 19'-10" 18'-6" 24'41" 23'-7" 22'-0" 2r-8" 26-10" 25'-0" 29'-7" 28'-11" 2r-8" 25 15 20'-0" 18'-10" 17'-5" 23'-8" 22'-5" 20'-9" 25'-9" 25'-1" 23'-r' 2r-7" 26'-10" 25'-11" 19.2" O.C. 30 10 20'-1" 19'-0" 17'-9" 23'-9" 22'-7" 21'-1" 25'-10" 25'-5" 24'-0" 2r-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 1 10 40 1 15 18'-3" 17'-6" I _16'-0" t-16-10"^-20'-2:- 21'-3" 20'-10" 19'-10" 191-8" 1IB-10"-r' 23'-2" 22'-10" 1 22'-C 21'-0" 244-9" 24'-5" 23'-11" 17'-10" i 17`-0-0" 23'-&' 23'-1" 27-T 50 10 16'-10" i 16'-2" 164" 19'-5" 19'-2" 18'-3" 21'-1" 20'-10" 20'-6" 22'-7" 22'4" I 21'-11" 50 15 16'-1" 1 15'-0" 18'-r' 18'-3" 17'-10" 20'-3" I 19'-11" 194' 21'-8" 21'-3" 20'-10" Non- 1 20 10 20'-6" 1944" 17'-11" 24'4" 23'-0" 21'4" 27'-9" 26'.2" 24'-3" 29'-9" 28'-11" 26'-10" Snowl 20 15 19'4" 18'-2" 16'-10" 23'-0" 21'-8" 20'-0" 25'-8" 24'-8" 22'-9" 27'-5" 26'-7" 25-2" 125%1 20 20 18'-6" 17'-3" 16-11" 22,-0" 20'-7" 18'-11" 23•-11" 23,-1" 21,-7" 25'-7" 24'-9" 23'-7" 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 18'-6" 17'-5" 16'-2" 21'-2" 20'-7" 19'-3" 23'-0" 22'-5" 21'-8" 24'-8" 24'-0" 23'-2" 24" 30 10 18'-7" 17'-r' 16'-5" 21'-2" MAO" 19'-0" 23'-1" 22'-8" 22'-2" 24'-9" 24'-3" 23'-8" O.C. Snow 30 15 17'-7" 16'-9" 15'-7" 19-11" 19'-6" 18'-7" 21'-9" 21'-3" 20'-6" 23'-3" 22'-8" 21'-11" 115% 40 10 40 15_- 16'-9" 16'-2" 15'-3" 15-11"-1 15'-7" 14'-8" 19'-0" 18'-0" 18'-8" 17'-8" 18'-2" 1r-2" 20'-8" 20'-4" 20'-0" 22'-1" 21'-9" 21'-4" 19'-8" 19'-0" 1 19'-3" 18'-9" 21'-0" 20'-r' 50 '_10 15'-3" 14'-11" 14'-3" 1_7'-4" 17'-1"_ 18'-10"- 18'-8" 18-4- 19-10" 19'-5" 50 15 14'-7" - 14'-4" 13'-11' 16'-r' 16'4" 16'-10" I 15'-11" 17'-11" 1r 4" ! 16'-6" i-8- " I-17'-8"- 18'-9" _ 16"-10' EWP - Eastem SWifier Gode • 08/0412015 Roof -Span Tables_- r- - - - • -- Maximum clear span in feet and inches, based on horizontal spans. BCI® 6500s 1.8 Series 29/,6l Flange Width 91/ z" BCI° 6500s 1.8 11 Ys" BCI° 6500s 1.8 14" BCI° 6500s 1.8 16" BCI° 6500s 1.8 Live Dead 4/12 4/12 8/12 4/12 i 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 d load or to to or I to I to or to to or to to psf] Less 8/12 12/12 Less , 8/12 1 12/12 Less 8/12 12/12 Less 1 8/12 ! 12/12 Non- 1 20 1 10 26'-10" 25'-3" 23'-6" 31'-10" 30'-0" 27'-10" 36'-2" 34'-1" 31'-8" 40'-0" 37'-8" 35.-0" Snowl 20 1 15 25'-5" 23'-10" 22'-0" 30'-2" 28'-4" 26'-1" 34'-3" 32'-2" 29'-8" 37'-10" 35'-7" 32'-10" 125% 1 20 1 20 11 24'-3" 22'-8" 20'40" 28'-9" 26'-11" 24'-9" 32'-8" 30'-7" 28'-2" 36'-1" 33'-10" 1 31'-1" 25 10 25'-5" 24'-1" 22'-5" 30'-3" 28'-7" 26'-7" 34'-4" 32'-6" 30'-3" 37'-11" 35'-10" 33'-5" 25 15 24'-3" 22'-10" 21'-2" 28'-10" 27'-2" 25'-1" 32'-9" 30'-10" 28'-7" 36'-2" 34'-1" 31'-7" 12* 30 10 24'-4" 23'-0" 21'-6" 28'-11" 27'-4" 25'-6" 32'-10" 31'-1" 29'-0" 36'-3" 34'-4" 32--1" O. C. c. 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 1 10_ 22'-2_' 21'-3" 120'-0" 26'-4" 25'-3" 23'-10" 29'-11'_ 28'-8'_ 1 2TA" 33'-0', 31%8" 29'_11_' f 40 15 fi— ---- 21'- 9" 20'-7' 19'-3" 25'-11" 24'-6" 22'40" 29'-5" 127'-10" 25'-11" 31'-5" 30'-9" 28'-8_ 1 50 10 20'-6" 19_8--18'-8" 24'-4" t 23'-4" j 22'-2" 27'-8" 26'-7" 25'-2" 30'-2" 1 29'-4'_ 27'_10_' 1 50 15 20'-6" 19'-6" 18'-3" 24'-4" i 23'-2" I 21'-8" 27'-0" 26'-4" 24'-8" 28%11" 28'-5" 27'-3" Non 20 1 10 24'-4" 22'-11" 21'-3" 28'-10" 27'-2" 25'-3" 32'-10" 30'-11" 28'-8" 36'-3" 34'-2" 31'-9" Snowl 20 1 15 23'-0" 21'-7" 19--11" 27'-4" 25'-8" 23'-8" 31'-1" 29'-2" 26-11" 34'-4" 32'-3" 29'-9" 125% 20 20 21'41" 20'-6" 18'-11" 26'-1" 24'-5" 22'-5" 29'-8" 27'-9" 25'-6" 32'-9" 30'-8" 1 28'-2" 25 10 2T-1" 21'-10" 20'-4" 27'-5" 25'-11" 24'-1" 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" 30'-11" 28'-7" 16" 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" O. C. Snow 30 15 21'-1" 1WAV 18'-6" 25'-1" 23'-8" 22'-0" 28'-1" 26'-11" 25'-0" 30'-0" 29'-4" 27'-7" 115% 40 1 10 20'-0" 19' 3" 18'-2" 23'-10" 22'-10" 21'-7" 26'-9" 26'-0 24'-6" 28'-7" 28_2" 27'-1" 23'_ 4" 22,_2" 401519_9„1 17_5"_ 20,_8.. 25,_5., 24._11"_` 23._6.. - 27'-2" __ 26'-8" 25'.11'- 50 10 18'- 8" 18'- 6" 17'-9" 16'-11" 22'-1" 21'-2" I 20'-1" 24'-5" 24'-1" 22'-10" 26'-1" _ 25'-9" 25'-3" 50 15 18'-6" 17'-8" 16'-6" 21'-5" 21'-0" 19'-8" 23'-5" 23'-0" 22'-4" 25'-0" 24'-7" 24'-0" Non- Snow 1 20 10 20 15 22'-10" 21'-6" 20'-0" 21'-7" 20'-3" 18'-9" 27'-1" 25'-7" 23'-9" 25'-8" 24'-1" 22'-3" 30'-10" 29'-2" 29'-1" 27'-0" 27'-5" 25'-4" 34'-0" 32'-1" 29'-10" 32'-3" 30'-3" 27'-11" 125% 20 20 25 1 10 20'-7" 19'-3" 17'-9" 21'-8" 20'-6" 19'-1" 24'-6" 22'-11" 21'-1" 25'-9" 24'-4" 22'-8" 27'-10" 29--1" 26'-1" 24'-0.. 27'-8" 25'-9" 30'-2" 28'-9" 26'-6" 31'-1" 30'-6" 28'-5" 25 15 20.4. 19'-5" 18'-0" 24'-6" 23'-1" 21'-5" 27'-2" 26'-3" 24'-4" 29'-0" 28'-3" 26'-11" 19.2" O.C. 30 10 - 20'-8" 19'-7" 18'-3" 24'-7" 23'-3" 21'-9" - 27'-3" 26'-6" 24'-8" 29'-1" 28'-7" 27'-4" Snow 30 15 18'-9" 17'-5" _ 23'-6" 22'-3" 20'-8"_ 25'-7" 25'-0"—, 23'-6' _ 27'-5" 115%' 40 1 10 19'-10" 18'-10" 18'-1" 17'-1" 22'-4" 21'-5" 20'-3" 24'-4" 24'-0" 23'-0" 26'-1" _I 25'-8" 25'-2" 40 15 18'-6" 17'-6" 16'-4': 21'-3" 20'-10" 1 19'-5" 23'-2" 22'-9" I 22'-1" 24'-9" ; 24'-.. 23'-8_' 50 10 17'-5" 16'-8" 15'-10" 20'-5" j 19'-10" ' 18'-10:' 22'-3" i 22'-0" _ 21'-5" 23'-9" 23'-6" 1 50 15 1 17'-3" , 16'-7" 15'-6" 19'-7" ! 19'-3" 18'-5" 21'-4" 21'-0" 20'-6" 22'-10" ' 22'-2" 21'-2" Non- 20 1 10 21'-1" 19'-11" 18'-6" 25'-1" 23'-8" 22'-0" 28'-6" 26-11" 25'-0" 31'-4" 29'-9" 27'-7" Snow 20 1 15 20'-0" 18'-9" 17'-4" 23'-9" 22'-4" 20'-7" 27'-0" 25'-5" 23'-5" 28'-11" 28'-0" 25'-11" 125% 20 20 19'-1" 1 17'-10" 16'-5" 22'-8" 21'-3" 19'-6" 25'-3" 24'-2" 22'-2" 26'-11" 26'-0" 24'-6" 25t 20'- 0" 18'-11" 17'-8" 23'-10" 22'-6" 21'-0" 26'-0" 25'-6" 23'-10" 27'-10" 27'-3" 26'-4" 25 IVA" 18'-0" 16'-8" 22'-3" 21'-5" 19'-10" 24'-3" 23'-7" 22'-6" 25'-11" 25'-3" 24'-4" 24" 30 19'-2" 18'-2" 16'-11" 22'-4" 21'-7" 20'-1" 24'-4" 23'-11" 22'-11" 26'-0" 25'-7" 24'-11Snow 30t 18'-4" 17'-4" 16'-1" 21'-0" 20'-6"_ 19'-1" 22'-10" 22'-4" 21'-7"— 24'-5"- 23'-11" 23'-1" 17'-5" ' 16'-8" 15%9" 20'-0" 19'-8" 18'-9" 21'-9" 1 21'-5" 21'-0" 115%140I1023'-3" 22'-11" 1 22'-3" _ 40 15 16'-9" r 16'- 2" r 15'-1" 19'-0" 18'-7" 18'-0" 20'-8" 20'-4" 1 19'-3" 1 21'-7" t 20 -9" 19'-8_" 4- - 1 - 150 10 16'-1" 15'-5" 14'-8" 18'-3" 18'-O" 17'-5" 19'.6" 19'-0" 18'-5" 19'-10" 19'-5" 1 18'-9" 50 15 15'-5" - 15'-2" 14'-4' 17'4' 16'-8" 15'-11" 17'-11" , 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 CALC° 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 CALC° software. Slope roof joists at least 1/4" over 12" to minimize ponding Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Csscade EWP . Eastern Speat er Guide . 0910412015 Roof- Span -Tables — Maximum clear span in feet and inches, based on horizontal spans. 2.0 Series77liY!."BCI'!6Os2O7l4"BClO6Os2.0 BCI® 90s 2.0 Series nge Width 3'/2' Flange Width 16" BCI° 60s 2.0 11%:' BCI° 90s 2.0 14" BCI° 90s 2.0 16" BCI° 90s 2.0 Live IDead 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 4112 4/12 8112 Load Load or to to or to toI12/12 or to to or to to or to to or to to psn psfJ Less 8/12 12/12 Less ; 8/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 112/12 Less 8/12 12/12 Non- 20 10 34'-1" 32'-2" 29'-10' 38'-9" 36'-7" 33'-11" 42'-11" 40'-6" 37'-7" 39'-0" 36'-10" 34'-2" 44'-3" 41'-9" 38'-9" 49'-0" 46'-3" 42'-11" Snow 20 15 32'-4" 30'-4" 28'-0" 36'-9" 34'-6" 31'-10" 40'-8" 38'-3" 35'-3" 37'-0" 34'-9" 32--1" 41'-11" 39'-4" 36'-4" 46--5" 43'-7" 40'-3" 125% 20 20 30'-10' 28'-10' 26'-6" 35'-1" 32'-10' 30'-2" 38'-10' 36'-4" 33'-5" 35'-3" 33'-0" 30'-4" 39'-11" 37'-5" 34'-5" 44'.3" 41--5" 38--1" 25 10 32'-5" 30'-7" 28'-6" 36'-10' 34'-10' 32'-5" 40'-10' 38'-7" 35'41" 37'-1" 35'-0" 32'-7" 42'-0" 39'-8" 36'-11" 46'-6" 44'-0" 40'-11" 25 15 30'-11" 29'-1" 26'-11" 35'-2" 33'-1" 30'-7" 38'-11" 36'-8" 33'-11" 35'4" 33'-3" 30'40" 40'-1" 37'-9" 34'-11" 44'-4" 41'-9" 38'-8" c. O.C. 30 10 31'-0" 29'-4" 27'-4" 35'-3" 33'-4" 31'-1" 39'-0" 36'-11" 34'-5" 35'-5" 33'-7" 31'-4" 40'-2" 38'-0" 35'-6" 44'-6" 42--1" 39'-4" Snow 30 15 29'-8" 28'-0" 26'-0" 33'-9" 31'-10" 29'-7" 37'-5" 35'-3" 32'-9" 34'4" 32'-1" 29'-9" 38'.6" 36'4" 33'-9" 42'-8" 40'-3" 37'-4" 115% 40 10 28'-2" 27'-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" 24'-6" 31'-7" 29'-10' 27'-10' 33'-1" 30'-10' 31'-9" • 30'-0"' 28'-0" 40 15 10 27'-9" 26'-3" 34'-11" 36'-0" 34'-0" 31'-9" 39'-10". 37'-9" 35'-2" 50 26'-1" 25'-0" 23'-9" 3 29'-8" 28'-6" 27'-0" 32'-11" 31'-6" 29'-11" 29'-10" 28'-8"', 27'-2" 33'-10"' 32'_5"130'_10' 37'-6" 35'-11" 34'-2" 50 15 26'-1" 24'-10" 23'-3" 29'-8" 28'-3" 26'-5" 32'-11" 31'-4" 29'-3" 29'-10" 28'-5" 26'-7" 33'-10" 32'-3"1 30--1" 37'-6" 35'-8" 33'-5" Non- 20 10 30'-11" 29'-2" 27'-1" 35'-2" 33'-2" 30'-9" 38'-11" 36'-9" 34'.1" 35'-4" 33'-4" 31'-0" 40'-1" 37'-10' 35'-1" 44'-5" 41'-11" 38'-11" Snowl 20 1 15 29'-3" 127'-11" 27'-6" 25'-5" 33'-4" 31'-3" 28'-10' 36-11" 34'-8" 32'-0" 33'-6" 31'-6" 29'-1" 37'-11" 35'-8" 32'-11" 42'-0" 39'-6" 1 36'-6" 125%1 20 1 20 26'-2" 24'-1" 31'-9" 29'-9" 27'-4" 35'-2" 32'-11" 30'-4" 31'-11" 29'-11" 27'-6" 36'-2" 33'-11" 31'-2" 40'-1" 37'-7" 34'-7" 25 1 10 29'-4" 27'-9" 25'-10' 33'-5" 31'-7" 29'-5" 37'-0" 34'-11" 32'-7" 33'4" 31%9" 29'-7" 38'-1" 36'-0" 33'-6" 42'-2" 39'-10" 37'-1" 25 15 28'-0" 26'-4" 24'-5" 31'-10" 30'-0" 27'-9" 35'-3" 33'-2" 30'-9" 32'-0" 30'-2" 27'-11" 36'-3" 34'-2" 31'-8" 40'-2" 37'-10" 35'-1" 16 O.C. 30 10 28'-1"' 26'-7" 24'-10" 31'-11" 30'-3" 28'-2" 35'-4" 33'-6" 31'-3" 32'-1" 30'-5" 28'-4" X-C 34'-5" 32'-2" 40'-3" 38'-2" 35'-8" 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" 32'-11" 30'-7" 38'-7" 36'-5" 33'-10' 115% 40 10 25'-6" 24'-6" 23'-1" 29'-0" 27'-10' 26'-4" 32'-2" 30'-10' 29'-2" 29'-2"; 28'-0" 26'-5" 33'-1" 31'-9" 30'-0" 36'-8" 35'-2" 33'-3" 40 15 25'-1" 23'-9" 22'-2" 28'-7" 27'-1" 25'-3" 31'-8" 29'-9" 30 =0': 27'-11" 28'-9" 27:-2" 25'-4'_ 32'-7" 30'-10"' 28'-9" 36'-1" , 34'-2'' 3t1'-10' 0 50 10 23'-7" 22'-8" 21'-6" 26'-10' 25'-9" 24'-6" 28'-7" 27'-1" 27'-0' 25'-11"' 24'-7" 30'-7'' 1 29'-5" 27'-11" 33'-11" 32'-7" 30'-11" 50 15 23'-7" 22'-6" 21'-0" 26'-10' 25'-7" 23'-11" 28'-7" 27'-8" 26'-5" 27'-0" 25'-9"; 24'-1" 30' 7"; 29'-2" 27'-3" 33'41" 32'-4" 30'-3" Non- 20 10 1" 27'-5" 25'-5" 33'-0" 31'-2" 28'-11" 36'-7" 34'-6" 32'-0" 33'-3" 31'-4" 29'-1" 37'-8" 35'-6" 33'-0" 41'-8" 39'-4" 36'-7" Snow 20 15 6" k26' 25'-10" 23'-10" 31'-3" 29'-5" 27'-1" 34'-8" 32'-7" 30'-1" 31'-5" 29'-7" 27'-3" 35'-8" 33'-6" 30'-11" 39'-6" 37'-1" 34'-3" 125% 20 20 3" 24'-7" 22'-7" 29'-10' 27'-11" 25'-8" 33'-0" 30'-11" 28'-6" 30'-0" 28'-1" 25'-10" 34--0" 31'-10" 29'-3" 37'-8" 35 3" 32'-5" 25 10 27'-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" 39'-7" 37'-5" 34'-11" 25 15 26'-3" 24'-9" 22'-11" 29'-11" 28'-2" 26'-1" 33'-1" 31'-2" 28'-11" 30'-1" 28'-4" 26'-3" 34'-1" 32'-1" 29'-9" 37'-9" 35'-7" 32'-11" 19'2" O.C. 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" 34'-2" 32'-4" 30'-2" 37'-10" 35'-10" 33'-6" Snow 30 15 25'-3" 23'-10' 22'-2" 28'-9" 27--1" 25'-2" 31'-10" 30'-0_ 27'-11" 28_-1-10" 27'-3" 25'-4" 32'-9" 30'-11" 28'-8" 36'-3" 34'-3" 31'-10" 40 10 40_' 15 24'-0" 23'-7" 23'-0" 22'-4" 21'-9" 20'-10' 27'-3" 26'_10' 26'-2" 25'-5'_ 24'-8" 23'-8" 30'-2" 28'-1" 27'-4" 25:-7" 27'-5" 26'-3" ! 24'-10" 26'-11"25'-6"123' 10" 30'-7"}28'-11" 28'-2" 27'-0" 34'-5" 33'-0" , 31'-2" 33'-10"32'_1",29'_11_ 115% 29'-0" 27'-0" f - - 50 10 22'4' 21'-3" 20'-3" 25'-3" 24'-2" 23'-0" 25'-10" 25'-3" 24'-5" 25'-4" 1 24'-4" 1 23'-1" 28'-8" j 27'-7" 126'-2" 31'-10", 30'-7" 1 29'-1" 50 15 22'-2" 21'-2" 19'-9" 23'-9" 23'-0" 21'-11" 23'-9" 23'-0" 21'-11" 25'-4" 24'-2" 22'-7" 28'-8" 27'-5"1 25' 7" 29'-8" 28'-8"; 27'-5" Non- 20 10 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' 32'-11" 30'-7" 38'-7" 36'-5" 33'-10' Snow 20 15 25'-6" 23'-11" 22'-1" 28'-11" 27'-2" 25'-2" 32--1" 30'-2" 27'-10' 29'-1" 27'-4" 25'-3" 33'-0" 31'-0" 28'-8" 36'-7" 34'-4" 31'-9" 125% 20 20 25 10 24'-3" 25'-6" 22'-9" 24'-2" 20'-11" 22'-6" 27'-7" 29'-0" 25'-10" 27'-6" 23'-10' 25'-7" 30'-7" 32'-2" 28'-8" 30'-5" 26'-4" 28'-4', 27'-9" 26'-0" 23'-11" 29'-2" 27'-7" 25'-9" 31'-5" 33'-1" 29'-6" 31'-4" 27'-1" 29'-2" 34'-10" 32'-8" 30'-1" 36'-8" 34'-8" 32'-4" 25 15 24'-4" 22'-11" 21'-3" 27'-8" 26'-1" 24'-2" 30'-8" 28'-11" 26'-9" 27'-10" 26'-3" 24'-4" 31'-6" 29'-9" 27'-6" 34--11" 32'41" 30'.6" 24" 30 10 24'-5" 23'-1" 21'-7" 27'-9" 26'-3" 24'-6" 30'-9" 29'-1" 277-2" 27'-11" 26'-5" 24'-8" 31'-7" 29'-11" 28'-0" 35'-0" 33'-2" 31'-0" O.C. Snow 30 15 23'-4" 22'-1" 20'-6" 26.-7" 25'-1" 23'-4" 27.-4" 26'-1" 24'-5" 26'4" 25'-3" 23'-5" 30.-3" 28.-7" 26.-7" 33'-7" 31'-8' 29'-5" 115% 40 10 22'-2" 21'-3" 20'-1" 24'-9" 24'-1" 22'-10' 24'-9" 24'-1" 23'-1" 25'-4" 24'-4" , 23'-0" 28'-8" 27'-7" 1 26'-1" 30'-11"' 30'-0" - 28'-10' 40 150 21'-10" 20'-8" 19'-3" 22'-5" 2121'-6" 20'-5" 22'-5" 21'-6" 20'-5" 24'-11"123'-7" 22'-0" 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'-7" I - - - 24'-11"I 24'-1" 25'4', 25'-2" 24'-4" 50 15 19'-0" 18'-4" 17'-6" 19'-0" 18'-4" 17'-6" 19'-0" 18'-4" 17'-6" 23'-4" 22'-4"'20'-11" 23'-6"122'-9"; 21'-8" 23'-8"'22'-11" 21'-10" FIAIF t titi . 11. Boise Cascade E'hP - Eastem Specnf er G, ide • 08104120 15 Roof Load Tables _ —__ Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/2' per foot or less. For steeper slopes, see pages 15-18. BCI® 4500s 1.8 Series 1 %" Flange Width 9'/2" BCI® 4500s 1.8 11 W BCI® 4500s 1.8 14" BCI® 4500s 1.8 16" BCI® 4500s 1.8 Total Load 1 Deflect. Total Load Deflect. Total Load ' Deflect. Total Load Deflect. Span Length Non- Snow Snow 115% i 125% U240 Snow 115% Non- Snow 125% U240 Non- Snow ! Snow 115% j 125% U240 Snow 115% Non - Snow 125% U240 6 315 343 j 338 367 353 383 ' - 356 387 7 270 294 289 315 302 329 - 305 332 8 236 257 253 275 264 287 - 267 290 9 210 228 - 225 245 235 , 255 I - 237 258 10 189 205 1 - 202 220 211 ' 230 ! - 214 232 11 172 i 187 - 184 200 192 209 - 194 211 12 147 160 - 169 183 176 191 i - 178 193 13 125 136 - 156 169 162 177 - 164 179 14 108 118 I 107 139 151 151 164 - 152 166 15 94 102 ! 88 121 131 141 153 - 142 155 16 83 90 73 106 115 126 i 137 - 133 145 17 73 I 80 61 94 102 111 121 - 125 136 18 65 67 51 84 91 99 108 - 113 123 19 58 58 i 44 75 82 73 89 97 - 102 111 20 49 49 38 68 74 63 80 , 87 ! - 92 100 21 43 43 33 61 67 1 54 73 79 - 83 90 22 56 61 1 47 66 72 - 76 82 23 51 54 1 42 61 66 - 69 75 24 47 48 37 56 1 60 i 54 64 69 25 43 43 32 51 56 48 59 64 26 47 51 42 54 59 27 44 , 48 ' 38 50 1 54 28 41 44 34 47 51 46 29 i 43 47 41 30 40 44 1 37 Total Load values are limited by shear, moment, or deflection equal to U180. Deflection values (Deflect.) are limited by live load deflection equal to U240. 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 %4 inch over 12 inches to minimize ponding. 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 CALC® software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Cascade ELVP • Eastern Specifier Guide - 08/04/2015 R_o_of Load Tables 0 Allowable Uniform Roof Load in pounds per lineal foot [PLF]) Use of these tables should be limited to roof slopes of 3'/2" per foot or less. For steeper slopes, see pages 15-18. BCI® 5000s 1.8 Series 2" Flange Width 9W BCI® 5000s 1.8 11W BCI® 5000s 1.8 14" BCI® 5000s 1.8 Total Load ! Deflect. Total Load I Deflect. Total Load Deflect. Span Length Snow Non -Snow 115% 125% U240 Snow 115% Non - Snow 125% U240 Snow I Non -Snow! 115% i 125% ! U240 6 315 343 I - 338 367 353 383 - 7 270 294 i - 289 315 302 329 - 8 236 257 ! - 253 275 264 287 - 9 210 228 - 225 245 235 255 - 10 189 205 - 202 220 211 230 I - 11 172 187 - 184 200 192 209 - 12 157 171 - 169 183 176 191 - 13 145 158 - 156 169 162 ' 177 - 14 125 136 120 144 157 151 164 - 15 109 118 98 135 147 141 153 - 16 95 104 81 122 133 132 143 - 17 85 ; 89 i 68 108 118 124 135 f - 18 75 76 ! 58 96 105 114 124 i - 19 65 ! 65 49 87 94 82 103 112 - 20 56 56 ! 42 78 85 71 93 101 - 21 48 48 37 71 77 61 84 91 I - 22 42 42 I 32 64 70 54 76 83 23 i 59 62 47 70 76 68 24 54 54 41 64 70 60 25 48 48 37 59 64 54 26 43 43 33 55 59 48 27 51 55 43 28 I 47 50 38 Boise Cascade EWP • Eastem Specifier Guide • 08/04/2015 Roof Load Tables. __ Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/2" per foot or less. For steeper slopes, see pages 15-18. BCI® 6000s 1.8 Series 25/16" Flange Width 9%" BCI® 6000s 1.8 117/e" BCI® 6000s 1.8 14" BCI® 6000s 1.8 16" BCI® 6000s 1.8 Total Load Deflect. Total Load i Deflect. Total Load Deflect. Total Load j Deflect. Span Length Snow 115% Non- Snow 125% L/240 Snow 115% Non- ( Snow ! 125% L/240 Non- Snow Snow 115% 125% L/240 Snow 115% Non - I Snow 125% L/240 6 360 392 375 408 j - 390 424 398 432 7 309 1 336 322 350 334 364 341 371 8 270 I 294 281 306 293 318 298 324 9 240 261 250 272 260 283 265 288 j - 10 216 235 225 245 234 i 254 238 259 11 196 213 i - 204 222 213 217 236 12 180 196 187 204 231 195 212 199 216 13 166 180 173 188 180 196 183 199 14 145 158 135 161 175 1 - 167 182 170 185 i 15 126 j 137 111 150 163 156 169 159 173 ; 16 111 I 121 92 140 153 146^ 159 149 162 17 98 101 78 126 137 137 ; 140 152 18 86 86 66 112 122 108 149 130 141 132 144 19 74 i 74 56 101 110 92 120Y 130 125 136 j - 20 63 63 48 91 99 I 80 108_ 117 119 129 21 55 i 55 42 83 90 69 98 107 112 122 22 48 48 36 75 79 60 89 97 ; 88 102 111 I - 23 42 1 42 32 69 70 53 82 89 ! 78 93 101 24 61 61 47 75 ;_ 81 68 86 93 25 54 54 42 69 75_ 61 79 86 26 49 49 37 64_ 54 73 i 79 27 43 43 33 69 59_ 63 48 67 1 73 1 65 28 55 57 44 1 63 1 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'/4 inch over 12 inches to minimize ponding. 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 CALC° software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Boise Cascade EWP • Eastern Specure, G.nde • 0810412015 Roof _Load Tables_ Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/2" per foot or less. For steeper slopes, see pages 15-18. BCI® 6500s 1.8 Series 29/16" Flange Width 9'/z" BCI® 6500s 1.8 117/s' BCI® 6500s 1.8 14" BCI® 6500s 1.8 16" BCI® 6500s 1.8 Total Load Deflect. Total Load I Deflect. Total Load Deflect. Total Load I Deflect. Span Length Snow 115% Non- Snow 125o/u L/240 Snow 115% Non- Snow 125% U240 Snow 115% Non- Snow 125% U240 Snow 115% Non - Snow 125% U240 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 9 240 261 250 272 260 283 265 288 10 216 235 225 245 234 254 238 259 11 196 213 204 222 213 231 217 236 12 180 196 187 204 195 212 199 216 13 166 180 173 188 180 196 183 199 14 154 168 147 161 175 167 182 170 185 15 140 152 121 150 163 156 169 159 173 16 123 132 101 140 153 146 159 149 162 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 91 99 76 108 118 113 123 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 60 60 45 76 83 66 87 95 26 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 42 42 32 53 56 43 33 50 51 39 34 47 47 36 35 43 43 33 Boise Cascade EAI-D - Eastem Spent er Guide • 08/04/20' 5 Roof -Load- Tables- F -- - _ Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/2" per foot or less. For steeper slopes, see pages 15-18. BCI® 60s 2.0 Series 25/16" Flange Width BCI® 90s 2.0 Series 31/2' Flange Width 11Ma" BCI® 60s 2.0 14" BCI® 60s 2.0 16" BCI® 60s 2.0 11'/a' BCI® 90s 2.0 14" BCI® 90s 2.0 16" BCI® 90s 2.0 Total Load !Deflect. A Load !DeflecL Total Load Defier.L.—Total-Load Deflect. Total Load i Span Length Snow o Non- I Snow o fNno I Non- Snow i Snow oU24no I Non- Snow Snow f o f Non- Snow Snow , o o Non- I Snow I Snow i o l o40o Non- , Snow ;Snow f o f 6 449 413 449 413 449 507-1 551 510 555 514 559 1 - 7 413 354 385 354 385 354 385 434 472 437 476 1 441 479 8 309 336 309 336 309 336 413 383 416 1 385 419 9 275 299 275_ 299 275 299 380 338 367 340 370 343 372 10 247 269 247 269 247 269 304 330 306 333 308 335 11 225 245 225 245 225 245 276 300 278 302 280 305 12 206 224 206 224 206 224 253 275 255 277 257 279 13 190 207 190 207 190 207 234 254 235 256 237 258 14 177 1 192 177 192 177 192 217 236 218 238 220 239 15 165 179 165 179 165 179 202 220 204 222 205 223 16 154 168 154 168 154_ 168 190 206 191 208 192 209 17 145 158 i 145 158 145 158 194 180 196 181 197 18 137 149 137 149 137 149 178 169 183 170 185 171 186 19 130 141 123 130 141 130 141 160 174 161 175 162 176 20 123 134 106 123 134 123 134 152 165 153 166 154 167 21 118 121 92 118 128 118 128 144 157 134 145 158 147 159 22 106 106 81 112 122 112 122 138 150 118 139 151 140 152 23 93 93 71 107. 117 103_ 107_ 117 132 136 104 133 144 134 145 24 82--- 82 63 103 112 91 103 112 120 120 1 92 127 138 128 139 25 73 73 56 99 106 81 99 107 107 107 82 122 133 1 117 123 134 26 65 50 94 94 72 95 103 96 96 73 117 128 104 118 129 27 65 58 58 44 85 85_ 65 99 87 86 86 , 65 113 123 94 114 124 28 52 52 40 76 76 58 91 88 96 78 77 77 59 109 110 84 110 119 29 47 47 36 69 52 85_ 92 70 70 53 100 100 76 106 115 1 102 30 43 43 32 62 69 47 82 84 71 64 63 63 48 91 91 69 102 111 93_ 31 56 62 56 43 76 76 58 57 I 57 44 82 82 63 99 108 85 32 51 51 39 69 69 53 52 52 40 75 75 57 96 101 77 33 47 36_ 63 63 48 48 36 69 69 52 92 92 71 34 47 43 43 3358_ 58 44_ 48 44 44 33 63 63 48 851 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. Boise Cascade EVVP • Qas:em Speal e, G. do - 08/04/2015 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'/4 inch over 12 inches to minimize ponding. 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 CALC° software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. BCI® Joist Series Depth inches] Weight plf] Moment ft-Ibs] El x 10 e lb-in2] K x 10 e Ibs] Shear Ibs] End Reaction [Ibs] Intermediate Reaction [Ibs] 1'/2" Bearing 3'/2" Bearing 3'/2" Bearing _J_ No WSO M(2) 5'/:' Bearing No WSM. WSj2tNoWS01WSMNoWS01WSM 9'/2 2.1 2360 155 5 1475 950 1125 1125 1275 2100 12350 2525 2750 4500S 11% 2.4 3025 260 6 1625 950 1425 1425 1475 2250 2850 2525 3000 1.8 14 2.7 3585 380 8 1825 950 1525 1 1450 1725 2350 3050 2525 ! 3200 16 3.0 4090 515 9 1975 950 1625 1475 1975 2400 3200 2525 3350 9'/2 2.3 2725 175 5 1475 950 1125 1125 1275 2100 2350 2525 2750 5000s 11% 2.6 3485 295 6 1625 950 1425 1425 1475 2250 2850 2525 3000 1.8 14 2.9 4130 430 8 1825 950 1525 1475 1725 2350 3050 2525 13200 16 3.1 4715 580 9 1975 950 1625 1500 1975 2400 3200 2525 ! 3350 9%2 2.5 3165 200 5 1575 1175 1375 1375 1425 2400 2650 2700 2750 6000s 11% 2.8 4060 335 6 1675 1175 1425 1425 1475 2500 12850 2900 3000 1.8 14 3.1 4815 490 8 1925 1175 1525 1525 1725 2600 3150 2925 3200 16 3.3 5495 660 9 2175 1175 1625 1550 1975 2650 3350 2950 13350 9'/2 2.7 3505 220 5 1575 1175 1375 1375 1425 2400 1 2650 2700 i 2750 6500s 11'/s 3.0 4495 365 7 1675 1175 1425 1425 1475 2500 2850 2900 3000 1.8 14 3.3 5330 535 8 1925 1175 1525 1525 1725 2600 3150 2925 3200 16 3.5 6085 720 9 2175 1175 1625 1550 1975 2650 3350 2950 3350 3.2 6235 450 7 1675 1175 1425 1425 1475 2750 2850 3200 325060s11% 2.0 14 3.5 7440 660 8 1925 1175 1525 1525 1725 2750 i 3450 3200 3650 0 16 3.8 8520 895 9 2175 1175 1625 1550 1975 2750 13650 3200 13750 4.3 9550 675 7 2150 1425 1850 1800 1950 3375 3700 4000 435090S11% 2.0 14 4.6 11390 980 8 2350 1450 1950 1850 2150 3400 3850 4100 4450 0 16 4.9 13050 1330 9 2550 1 1475 2150 1900 2350 3425 1 4000 4200 4650 NOTES: 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. BUILDING CODE EVALUATION REPORT ICC ESR 1336 (IBC, IRC) 0 = Swl' W12 384 E! + K 0 = deflection [in] w = uniform load [lb/in] I = clear span [in] El = bending stiffness [lb-in2] K = shear deformation coefficient (lb] B. C.10-Closest Allowable-Nai'I`-Spacing- M----- Nailing Perpendicular to Glue Lines (Wide Face) Nailing Parallel to Glue Lines Narrow Face) Nail Size All BCI® Joists Nailing Perpendicular to Glue Line Wide Face Nailing Parallel to Glue Line Narrow Face O. C. Spacing inches End of Joist inches O. C. Spacing inches End of Joist inches 8d Box 0.113'0 x 2.5' 2 1'/2 4 1'/2 8d Common 0.131'e x 2.5') 2 1'/2 4 3 10d & 12d Box (0.128'0 x 3% 3.25') 2 1'/2 4 3 16d Box 0.135'e x 3.5') 2 1'/2 4 3 10d & 12d Common & 16d Sinker (0.148'0 x 3% 3.25') 3 2 6 4 16d Common 0.162'e x 3.5' 3 2 6 4 RC: Ie nianhranm TahlP (1) BC I* Series Diaphragm Capacity m(') [lb/ft Unblocked Blocked 4500s, SOOOs As permitted for 2x framing 320 Ib/ft for 6" o.c. nailing @ panel edges 425 Ib/ft for 4" o.c. nailing, staggered, @ panel edges inbuildingcode6000s, 6500s As permitted for 3x framing 360 Ib/ft for 6" o.c. nailing @ panel edges 480 Ib/ft for 4" o.c. nailing, staggered @ panel edges inbuildingcode60s, 90s As permitted for 3x framing linAs permitted for 3x framing in building code with nail Ibuildingespacingnocloserthan3" o.c. NOTES: If more than one row of nails is used, the rows must be offset at least 2 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. 1) See table 6 of ICC ESR 1336. 2) BCI 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-II-H of the UBC. 3) Diaphragm nailing shall not exceed BCI closest allowable nail spacing limits. Boise Cascade EWP • Eascem Specifier Guide • M0412015 mBoiseascaei oar Boise Cascade Rimboard Product Profiles 77 91/2 117/811 14" 16" 1 ", 11/aof ill 15/16" 13/41 BC RIM BC RIM VERSA -LAM® VERSA -LAM® BOARD® OSB BOARD®* 1.4 1800* 2.03100 Product may not be available. Check with supplier or Boise Cascade representative for availability. Perpendicular See chart for vertical load capacity. 14 Min. 8d nails at 6' D.C. per IRC. Connection per design professional of record's specification for shear transfer. Parallel See chart for vertical load capacity. G Exterior Wan Sheathing Max, u/n' thickness 8cr/AJS1 Joists \ Perpendicular or parallel to direA W dla through bolts (ASTM A307 Grades A&S. SAE 1429 Grades 1 or 2, or higher with washer and nuts) or W dill lag screws (full penetration, staggered Min connection for 40/10 psi deck loading: Deck Joist Length Connection 12'-0• d less 2 rows W talt or lag screw. 24' o.c. 300 offmax 12%V —18'-0' 2 rows W bolt of tag screw. W o.c. (450 pitmahr_) Note: For slaw bads greater than 40 pst and/ordead bads greater than 10 pst sce connection perMaxpfvaluesshown atone. Treated Ledger use only fasteners that are app owed for use wfth corresponding wood Iroatrnent. CASCADE' Rimboard Notes: `-v Design of moisture control by others (only structural components shown above). For information ondecklateral load connections to meetthe 2009/2012 IRC, contact Boise Cascade EWP Engineering. Min. 8d nails at 6' D.C. per IRC. For use of proprietary screws to attach ledger, consult screw manufacturer literature. Connection per design professional of For fuller information on residential deck design, see AWC OCA 6, Prescriptive record's specification for shear transfer. Residential Wood Deck Conshtrction Guide. Boise Cascade_Rimb.oar_d_-P_ro-per_ties- _______.__ Vertical Load Capacity Allowable Design Values Compression Maximum Floor Diaphragm Modulus of Horizontal Perpendicular Uniform Point Lateral Capacity LFIexuralStress Elasticity Shear to Grain Product I Ib Ib/ft Ibfin2 Ib/in lb/in 1" BC RIM BOARD°r4 3300 3500 180 Limited span capabilities, see note 2 V BC RIM BOARD* OSB (2) 1'/e" BC RIM BOARD* OSB (2) 4400 3500 180 Limited span capabilities, see note 2 15/te" VERSA -LAM° 1.4 1800 (') 6000 I 4450 Permitted per building code for all nominal 2' thick framing floor diaphragms 1800 1,400,000 225 525 ta/4" VERSA -LAM° 2.0 3100 M 5700 4300 Permitted per building code for all nominal 2' thick framing floor diaphragms 3100 2,000,000 285 750 Closest Allowable Nail Spacing - Narrow Face (in] Product 1" BC RIM BOARD° (2) 1" BC RIM BOARD° OSB (l) 1'/:' BC RIM BOARD° OSB n) 151ia' VERSA -LAM 1.418000) V/." VERSA -LAM* 2.031000) 8d Box (0.113'e x 2.5') 3 3 3 3 8d Common (0.131'0 x 2.5') 3 3 3 3 10d & 12d Box (0.128'0 x 3', 3.25') See publication in note 2 for further nailing information. 3 3 16d Box (0.135'e x IT) 3 3 10d & 12d Common & 160%flkec__(0.148_o (3', 325'). 16d Common (0.162'o x 3.5') 4 4 6 6 Notes 1. See ICC ESR 1040 for further product information. 2. See Performance Rated Rim Boards, APA EWS W345K for further product information. Boise Cascade EWP • Eastern Spechfer GLIde • 0810412015 VERSA- LAM ®_ _Product-s___ _- An Introduction to VERSA -LAM® Products When you specify VERSA -LAM® 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 -LAM® LVL products provide flatter, quieter floors, and consequently, the builder can expect happier customers with significantly fewer call backs. V_E.RSA-.LAM® Bea m_Ar-chitectu.r_al_S.pecifi-catio-ns Scope: This work includes the complete furnishing and installation of all VERSA - LAM* beams as shown on the drawings, herein specified and necessary to com- plete the work. Materials: 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. Design: VERSA -LAM® 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 -LAM® beams by complete calculations shall be available upon request. Drawings: Additional drawings showing layout and detail necessary for determining fit and placement in the buildings are (are not) to be provided by the supplier. Fabrication: VERSA -LAM• 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. Storage and Installation: 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. AI.I.owable-H-oles-i.n-V-E.RSA-LAM® Beams 1_r.K.r+Y'.wr....-.-t+.a._i.f1i•:=..-.rw_+..w4.....J('w. t._w <i1 `rr -.[=µ-'.=+1...... r1...1—.fr__ .. -.-.. ...._.-1-......v_..-_.-.--._...r.w..-.v tom. _.. ..». ._ ._`.. ,•.._Tt. -r= M-r Notes 1. Square and rectangular holes are not permitted. 2. Round holes may be drilled or cut with a hole saw Depth anywhere within the shaded area of the beam. o p 1/2 Depth 3. The horizontal distance between adjacent holes must be I 1/s Depth 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. 1/3 span t/a span 5. The maximum round hole diameter permitted is: End Bearing intermediate Bearing Beam Depth Max. Hole Diameter 51/z" 7'/4" V 9W and greater 2" 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 Specification* 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. Boise Cascade EWP • Eastern Specter Guide • 08104120! 5 VERSA-LAM ® Beam _Details Bearing at concrete/masonry walls Bearing for door or window header 8eam to beam connector Bearing at column Provide moisture barrier and lateral restraint at bearing. y.• air space required Strap per code if top plate Is not continuous over header. Verity hanger capacity with hanger between manufacturer VERSA -LAM• concrete column P andwood. n connector sign 1® Trimmers 1 0 slonal ord Slope seat cut Bevel cut I Beam to ooncrete/masonry walls Bearing framing into wall Wood top plate must be flush j I with Inside of wall Strap per code if Sloped seat cutI Hanger top plate Is not Not to exceed I continuous inside face I of bearing. DO NOT bevel cut VERSA -LAM* beyond Inside face of wall Blocking not for without approval from Boise Cascade EWP Englneering Moisture barrier between concrete and wood shownclarity. or BC CALL software analysis. vt_ HSA-LAM` Installation Notes Minimum of 'W air space between beam and wall pocket or adequate barrier must be VERSA -LAM* beams are intended for interior applications only and should be kept as dry provided between beam and concrete/masonry, as possible during construction. Adequate bearing shall be provided. If not shown on plans, please refer to load tables in Continuous lateral support of top of beam shall be provided (side or top bearing framing). your region's Specifier Guide. Multiple- Member-Connectors Side - Loaded Applications Maximum Uniform Side Load [p[f] Nailed PI W Ola. Through Bolt yi 1 Y." Dla. Through Boltf'I Number 2 rows t6d 3 rows 16d 2 rows @ 2 rows @ 2 rows 2 rows @ 2 rows @ 2 rows Of Sinkers @ Sinkers @ 24" o.c. 12" o.c. @ 6" o.c. 24" o.c 12" o.c. @ 6" o.c. IIIMembers12" o.e. 12" o.c. staggered staaaered staggered sta eyed --eyed staggered 1%" VERSA -LAM* (Depths of 18" and less) 2 1 470 1 705 1 505 1 1010 1 2020 1 560 1120 2245 3a1 350 1 525 375 755 1515 420 840 1685 40) use bolt schedule 335 670 1345 370 745 1495 3%" VERSA -LAM* 20! use bolt schedule 855 1 1715 1 N/A 1125 2250 N/A W' VERSA -LAM- (Depths of 24") Nailed mI Ola. Through Boltyi Y." Ola. Through So1MI Number of 3 rows 16d 4 rows 16d 3 rows @ 3 rows @ 3 rows @ 3 rows @ 3 rows @ 3 rows @ Members Sinkers @ Sinkers @ 24" o.c. 8" 18" o.c. 6" 12" o.c. 4" 24" o.c. 8" 18" o.c. 6" 12" o.c. 4" 12" o.c 12" o.c. sta ered sta ered staggered sta ered sta ered sta ered 2 705 940 755 1010 1515 840 1120 1685 3 m 525 705 565 755 1135 630 840 1260 4 r4i use bolt schedule 505 670 1010 560 745 1120 1. Design values app qto c man s landardB82011991 ((AgITMA307Grades Ad8' SAE J42h Grades 1 or2orhigher) A washer not less thanastandardcutwashershallbebetween the wood and the tall head and between the wood and the nut. The distance from the edge of the beam to the boltholes must be at least 2' for W bolts and 2W for X' bolts. Bolt holes shall be the same diameter as the bolt. 2. The nail schedules shown apply W bothsidesofa3-member beam. 3 16d box nails = 0.135' diameter x 3 5' length, 16d sinker nails = 0148' diameter x 3.25" length 4. 7• wide beams must be top -Waded orloadedfrombothsideslesserside shall be no less than 95%of opposite side). 7 Top - Loaded Applications For top -loaded beams and beams with side loads with less than those shown: Plies Depth Nailing m Maximum Uniform Load From One Side 2) 12W plies Depths 1 IWlS less 2 rows 16d box/sinker nails Q 12" o.c. 400 pit Depths 14" -18' 3 rows 16d box/sinker nails @ 12' o.c. 600 pit Depth = 24' 4 rows 16d box/sinker nails a 12" o.c. 00 pll 3) 1'/. - plies ni Depths 11%." 6 less 2 rows 16d box/sinker nails @ 12' o.c. 300 pit Depths 14' - 18" 3 rows 16d box/sinker nails db 12" o.c. 450 pit Depth = 24' 4 rows 16d box/sinker nails @ 12' o.c. 600 pit Depths 18' d less 2 rows W bolts 0 24" o.c, staggered 335 pff Depth = 24" 3 rows W bolts 2 24' o.c, staggered eve 8" 505 pff 2) 3'r4' plies Depths 18' 3 less 2 rows W bolts @ 24" o.c., staggered 855 pit Depth 20" - 24' 3 rows W bofls Q 24' o.c., staggered every 8" 1285 pit 1 The nail schedulesshownapply W and by 25%fa ran -snow bad roots 7. Connect on values are based upon both sides of a 3-member beam. where the bulldog code atows the 201 NDS. 2 16d box nails = 0.135' diameter x length, 16dsinker = 0.148' 5. Use towable load tables or BC CALWbeamsS. FastenMaster TrussLok, Simpson Strong Tls SOW or SOS, andUSP 3S' nails diameter x 3.25 length. 3 Beams wider than 7' must be software size 6. An equivalent specific gravity of 0.5 may be used whendesigning WS screws may also be used to connectmultiplememberVERSA- designed by the engineerofrecordspecific cony bons with VERSA LAM' beams contact Boise Cascade 60 Engineering for 4. All values in these tables maybe increased by 15%for snow46W roofs LAM. fuller In/ormafbn. Bo! se Cascade EWP • Eastern Specrhe• Guide • 0810412015 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. Given: Beam shown below is supporting residential floor load 40 psf live load, 10 psf dead load) and is spanning 16'-0". Beam depth is limited to 14"._ rn Find- A multiple 12/." ply VERSA -LAM* that is adequate to support the design loads and the member's proper connection schedule. 1. Calculate the tributary width that beam is supporting: 14'/ 2 + 18'/ 2 = 16' 2. Use PLF tables on pages 28-30 of ESG or BC CALC• to size beam. A Triple VERSA -LAMB 2.0 3100 13/." x 14" is found to adequately support the design loads 3. Calculate the maximum pit load from one side the right side in this case). Max. Side Load = (18' / 2) x (40 + 10 psf) = 450 plf 4. Go to the Multiple Member Connection Table, Side -Loaded Applications. 1W VERSA -LAM*. 3 members. S. The proper connection schedule must have a capacity greater than the max. side load: Nailed: 3 rows 16d sinkers @ 12" o.c 525 plf is greater than 450 pit OK Bolts* '' M." diameter 2 rows @ 12" staggered: 755 plf is greater than 450 pit OK a VERSA-LAM®_Floor Load Tables_ VERSA -LAM® 2.0 3100 (100% Load Duration) Top Figure Allowable Total Load [plq KEY TO TABLE Middle Figure Allowable Live Load [plf] Bottom Figures Minimum Required Bearing Length at End / Intermediate Supports [inches] Span ft] 1'/." VERSA -LAM• 2.0 3100 Double 3h 1IERSARLAM2 032. 03100 or Triple 51% IVERSA- A-LAMO 20 3.00100 or Quadrupl PVERSA-LAM -L100 0 3100 or 7Y.- 9Y." I 113/V 14" 71/;' 9'/:" 11'/V 14" 16" T 1-8" 24" 9W' 11Y." 14" 16" 18" 20" 24" 11'/." 1 14" 16" 1 18" 20" 1 24" 763 1063 1424 1795 1525 2126 1 2949 1 3550 1 4387 1 5232 5226 3189 4273 SW 6580 7848 7845 78M 5697 7179 8773 10463 10459 1 10451 6 762 1525 13.31&214.1/10.31.814.4 2.416.1 3.3/8.2,4.1/10. 1.8/4.4 2.4/6.1 3.3/8.2.4.1/10.3 5112.E 6/15 6/15 2.416.1 3.3/8.24.1/10.3 5112.6 6115 6/15 6/15 5/12.6 6115 6115 6/15 479 746 979 1207 957 1492 1957 2414 288E 3402 3913 2237 293E 3622 4328 5103 5876 5870 3914 4829 5771 6803 7834 7826 8 322 724 643 1447 2171 1.513.7 2.1/5.7 3/7.5 3.719.3 1.513.7 2.3/5.7 3/7.5 3 7/9.3.14.4111.1 5.2/13 6/15 2.315.7 317.5 3.7/9.3 4.4/11.1 5.2/13 6/15 6/15 317.5 3.7/9.3 4.4/11.1 5.2/13 6/15 6/15 243 651 745 1 909 1 487 1102 1 109 1 1817 1 2148 2502 312E 1 1653 1 2234 272E 1 3222 1 3753 4322 468E 2978 3635 1 429E 1 5003 5763 1 6251 10 165 1 370 724 329 741 1447 fill 2171 2894 1.5/3 2.1/5.3 2.9/7.1 3.51847 1.S/3 2.11543 249/1.1 3.5/8.7 4.1/10.3 4.8/12 6115 2.1/5.3 2.9/7.1 3.5/8.7 4.1110.3 4.8112 S.S113.8 6115 2.917.1 3.5/8.7 4.1110.1 4.8/12,15.5113.8 6115 182 413 665 808 364 825 1330 1 1617 1 1904 1 2209 2839 1238 1 1995 1 2425 2856 3313 3800 4259 2659 1 3233 3807 1 4417 1 5067 1 5679 11 124 278 544 247 557 1087 835 1 1631 2175 1.5/3 1.7/4.4 2.817 3.418.5 l.5/3 1.7/4.4 2.817 3.4/8.5 4/10.1 4.7f11.7 6115 1.7/4.41 2.817 13.418.5 4/10.1 4.7/11.7,5.4/114. 6/15 2.8/7 3.418.5 4/10.1 4.7/11.7,5.4/13.4 6/15 139 317 585 1 728 279 1 634 1170 1456 1709 1 1977 2601 950 1 1755 21S4 2564 12965 3390 3901 2340 2912 3418 3953 4519 5201 12 95 214 419 686 191 429 837 1372 643 1256 2058 1675 2745 1.5/3 1.513.7 2.7/6.8 3.418.4 1.513 1.513.7 2.716.8 3.4/8.4 3.919.94.6/11. 6/15 1.5/3.7 2.7/6.8 3.4/8.4 3.9/9.94.6111.4 5.2/13 6/15 2.716.8 3.4/8.4 3.919.94.6/11.4 5.2113 6/15 109 248 ' 488 1 662 217 496 9761 1324 1 15W 1789 2399 744 14M 198E 1 232E 1 2683 3059 1 3598 1952 2647 1 3101 1 3577 4078 4797 13 75 169 1 329 540 150 337 659 1 1079 1 506 986 1619 1317 2159 1.5/3 1.5/3.1 2.416.1 3.3/8.3 1.5/3 1.5/3.1 2.416.1 3.3/8.3 3.9197,4.5111.2, 6/15 1.5/3.1 2.4/6.1 3.3/8.3 3.919.7,4.5/11.25.1112.7r 6/15 2.4/6.1 3.3/8.3 3.919.7,4.5/11.25.1/12.71 6115 US 173 395 779 1171 1418 1633 2226 593 1169 1756 2128 2449 2786 3338 1558 2342 2937 3265 3715 4451 14 1.5/3z 432 120 270 527 864 1290 405 791 1296 1935 1055 1728 2580 3.217.9 1.5/3 1.5/3 2.115.3 3.217.9 3.819.E 4.4111 6/15 1.513 2.1/5.3 3.2/7.9 3.8/9.6 4.4111 S/12.5 6115 2.115.3 3.2/7.9 3.819.6 4.4111 5/12.5 6/15 70 1 160 316 S09 139 1 320 631 1018 1 1307 1502 2076 479 1 947 1 1527 1 1960 2253 259 3113 1 1262 2036 2614 3003 3410 1 4151 15 49 110 21411.814.6 351 98 1 220 429 703 1 1049 1493 1 - 329 1 643 1 1054 1 1573 1 2240 8% 1405 2098 2987 1.5/3 1.513 2.917.4 1.5/3 1 1.513 1.814.E 2.917.4 3.8/9.5,4.3110.0 6/15 1.513 1.8/4.6 2.917.4 3.819.6'4.31101.4.9/IZ3 6/16 1.8/4.6 2.917.4 3.8/9.54.3/10.94.9/12.3 6115 57 131 259 427 1 113 262 518 854 1151 1390 1944 393 777 1281 1727 2086 2364 2917 1036 1708 2303 2780 3151 3889 16 40 90 177 289 80 181 3S3 1 579 864 1230 271 5W NO 1 129E 1 1846 707 1158 1 1728 2461 1.5/3 1.513 1.614 2.6/6.6 1.5/3 1.513 1.6/4 12.616.6 3.6/8.9,4.3/10.7 6/15 1.513 1.614 2.616.E 3.6/8.94.3/10.7,4.9/12.2 6115 1.614 2.6/6.6 3.6/8.9,4.3/10.7.4.9/12.2 6115 108 215 355 93 217 430 710 1018 1274 1826 325 1 645 1065 1 1527 1 1911 219E 1 2739 SW 1420 2036 2547 1 2929 1 3652 17 75 147 241 67 1 151 295 483 720 1 1026 226 442 724 1081 1539 2111 1 - 589 965 1441 2052 1 2814 1 - 1S/3 1.5/3.6 2.3/5.9 1.5/3 1.513 1.511.E 2.3/5.9.3.3/8.4,4.2/10.5 6115 1.5/3 1.513.6 2.315.9 3.3/8.4,4.2/10.5 4.8112 6115 1.513.E 2.3/5.9 3.3/8.4,4.2/10.5 4.8/12 6/15 90 180 298 77 181 360 1 596 894 1134 1 1701 271 1 540 894 1341 1701 1 2051 2552 720 1 1191 1 17W 2268 2735 3402 18 64 124 203 56 127 248 407 607 864 191 372 610 910 129E 1778 496 813 1214 1728 2371 1.513 1.513.2 2.1152 1.513 1.513 1.513.2 2.115.2 3.1/7.8 4/9.9 5.9/14. 1.513 1.5/3.2 2.1/5.2 3.1/7.8 419.9 4.8111.95.9114. 1.5/3.2 2.116.2 3.1/7.8 419.9 4.8/11.95.9/14. 76 152 2S2 65 162 304 504758 101E 1592 229 457 757 1137 1524 1863 23SS 609 1009 151E 2032 2484 3184 19 54 105 173 48 108 211 34651611.914.7 2.8/7 735 162 316 519 774 1102 1512 422 691 1032 1470 2016 1.5/3 1.5/3 1.914.7 1.5/3 1.513 1.5/3 3.7/9.45.8114. 1.513 1.5/3 1.9/4.7 2.8/7 3.7/9.4,4.6/11.45.8/14. 1.513 1.914.7 2.817 3.7/9.44.6/11.45.8/14. 65 130 215 54 129 259 430 647 1496 194 389 646 971 1373 1678 2243 19 61 1295 18M 2237 2991 20 46 90 148 41 93 181 296 442 1493k 139 271 445 664 945 1296 2240 362 593 885 1260 1728 2987 1.513 1.S/3 1.7142 1.S/3 1.S/3 1.513 1.714.2 2.5/6.3 3.5.8114. 1.5/3 1.513 1.714.2 2.516.3 3.618.9, 3110.85.8114. 1.5/3 1.714.2 2.516.3 3.6/8.94.3/10.85.8/14. 96 160 95 192 320 482 692 1304 142 288 480 724 1036 1382 1956 384 640 965 1383 11842 2608 22 68 11111.513.5 70 136 223 332 73 1122 104 204 334 199 710 974 1683 272 445 665 947 1299 2244 1.5/3 1.5/3 1.5/3 1.5/3.5 2.1/5.2 31T7-;4 S.6I13. 1.5/3 1.5/3 1.5/1.5 2.1I5.2 117.4 3.9/9.9.6/13. 1.5/3 1.5/3.5 2.1/5.2 317.4 3.9/9.9S.6/13. 72 122 71 145 243 368 52 1092 1% 217 365 552 793 1095 1638 290 486 736 1057 1460 2194 24 52 86 54 105 172 256 365 864 80 157 257 384 547 750 1296 209 343 512 729 1000 1728 1.513 1.513 1.5/3 1.513 1.513 1.8/4.4 2516.3 1/12. 1.513 1.5/3 1.513 1.8/4.4 2.5/6.3 3.4/8.63.1/12. 1.513 1.5/3 1.814.4 2.5/6.3 3.4/8.6,5.1/12. 56 94 54 ill 108 1 206 1 412 1 927 60 167 282 429 618 855 1390 223 376 572 824 1139 1853 26 41 67 42 82 135 201 287 680 63 124 202 W2 4W 590 1020 165 270 4W S74 787 1359 1.5/3 1.5/3 1.511 1.513 1.5/3 11.5/3.7 2.115.3,4.7/11. 1.5/3 1.513 1.5/3 1.5/3.7 2.1/5.3 2.9/7.34.7111. 1.5/3 1.S/3 1.5/3.7 2.1/5.3 2.9/7.34.7111. 74 1 87 1 148 226 326 792 61 130 222 338 489 678 1188 174 296 1 451 652 1 904 1 1584 28 S4 661 108 161 230 544 51 99 162 242 344 472 816 132 216 1 322 459 630 1088 1.5/3 1.5/31 1.513 1 1.5/3.2 1.8/4.64.4/10. 1.513 1 1.513 1 1.513 11.513.2 1.8/4.6 7-516.3. 4110.1 1.513 1 1.513 11.513.2 1.814.E 2.5/6.34.4/10. 59 68 1 118 1 180 1 262 1 639 102 1 176 1 271 393 46 1 959 137 235 361 523 728 1279 30 44 54 88 131 187 442 80 132 197 280 384 664 107 176 262 373 512 81i5 1.513 1.513 1.5/3 1.5/3 1.6/4 3.819.5 1.513 1.5/3 1.5/3 1.614 2.215.5 3.8/9.5 1.5/3 1.513 1.513 1.614 2.2/5.5 3.8/9.5 Total Load values are limited by shear, moment ordeflection equal to L/140. Total Load values are the capacity of the beam in addition to its own weight. Live Load values are limited by deflection equal to L1360 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 ap ications. Span is measured center to center of the supports. Analyze multiple span beams vnth the C CALC• software it the length ofany span is less than hall 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 beused 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 CALCO software. Boise Cascade EWP • Easiem Spec.fer G..ide • 0810412015 VERSA -LAM° Roof load .Tables_ _ VERSA -LAM® 2.0 3100 (115% Load Duration) Top Figure Allowable Total Load [plQ KEY TO TABLE Middle Figure Allowable Live Load [jolt] Bottom Fiaures Minimum Reauired Beanno Length at End / Intermediate Supports [inchesl Span Ifll 1 "VERSA -LAM 2.0 3100 Double Ply 1Y." VERSA -LAM• 2.0 3100 or 3%" VERSA -LAM 2.0 3100 Triple Ply NV VERSA -LAM• 2 0 3100 or 5Y.." VERSA -LAM 2.0 3100 Ouadruple Ply i %" VERSA -LAM• 2.0 3100 or 7" VERSA -LAM 2.0 3100 7W 9'/:' IIN." 1 14" 7%" 1 9'h" 1 11'/:' 14" 16" I 18" 24" 9'W' IIM." 1 14" 16" 1 18" 1 20" 1 24" 11'/:' 1 14" 16" 1 18" 1 20" 1 24" 878 1223 1639 2065 1755 2446 3278 4130 1 5047 1 S232 5226 3669 4917 619S 7S70 7848 7845 7838 655E 8260 10094 10463 10459 10451 2/S 1 2.817 3.819.44.7/11. 2/S 2.8/7 13.8/9.4,4.7111.85.8/14.5 6/15 1 6115 2.817 13.8/9.4,4.7/11.85.8/14.5 6/15 I 6/15 6115 3.8/9.4,4.7/11.85.8114.5 6115 6/15 6/15 S98 8S8 1126 1389 1197 1 1717 1 2252 s 2779 ! 3321 3915 3913 2575 3379 4168 4981 5872 S876 5870 450S 5558 6642 1 7829 17834 7826 8 482 965 1.814.612.6/6.613.5186 4.3/10. 1.814.612.6/6.6 3.5/8.84.3110.65.1112.7, 5/15 6/15 2.6/6.6,3.5/8.643/10.65.1/12.71 6/15 6115 6/15 3.5/8.64.3/10.65.1112.7s 6/15 6/15 6/15 326 1 637 1 857 1046 651 1274 1 1714 1 2092 2472 1 2880 3126 1912 2571 3138 3709 4320 4695 4688 3429 1 4184 4945 5759 6259 6251 10 247 556 494 1111 1667 1.5/3.112.4/6.1 3.3/8.2 4/10 1.513.1 2.4/6.1 3.3/8.2 4110 4.7/11.95.5113.8 6/15 2.4/6.1 3.3/8.2 4110 4.7/11.95.5/13.8 6/15 6/15 3.3/8.2 4/10 4.1/11.95.5/13.8 6/15 6/15 244 526 1 765 931 487 1052 1 1531 1861 2192 ' 2543 2839 1577 2296 2792 13288 3814 1 4265 4259 3062 3723 4383 S085 5687 5679 11 186 418 371 1i35 I 1253 1.5/3 ;2.2/5.613.2/8.1 3.919.8 1.5/3 2.215.E 3.2/8.1 3.9/9.8i4.6/11.65.4113.4 6115 2.2/5.613.218.113.919.84.6/11.65.4113.4 6/15 6115 3.218.1;3.919.84.6/11.65.4/13.4 6115 6116 187 1 424 674 838 374 1 648 1347 1676 1968 2276 2601 1272 1 2021 2514 2952 3414 3903 3901 2694 3353 3936 4552 1 5203 5201 12 143 1 322 628 286 1 643 1256 965 1884 2512 1.53 1 2/4.9 3.1/7.813.9/9.7 1.5/3 1 2/4.9 3.1/7.8 3.9/9.74.5/11.35.2/13.t 6/15 214.9 3.117.8 39/9.74.5/11.352/13.1 6/15 6115 3.1/7.8 3.9/9.74.5/11.35.2/13.1 6/15 6/15 146 332 1 573 762 292 665 1 1146 1524 1785 1 2060 1 2399 997 1719 2287 2678 1 3089 j 3522 13598 2292 3049 ' 3571 i 4119 4696 4797 13 112 253 494 225 506 988 759 1482 1976 1 - 1.5/3 s1.7/4.2:2.9/7.2 3.8/9.5 1.513 1.7/4.212.917.2 3.8/9.54.5/11.25.1/12.9, 6/15 1.714.2 2.9/7.2 3.819.545/11.25.1112.95.9/14.7 6/15 2.9/72 3.8/9.54.5/1125.1/12.95.9/14.71 6/15 116 1 265 493 674 233 530 1 987 1349 1634 1880 1 2226 796 1480 2023 2450 2821 3208 3338 1973 2697 3267 3761 4278 4451 14 90 1 203 396 648 180 405 1 791 1296 608 1187 1944 1S82 2593 - 1.5/1 1.513.E 2.716.7 3.619.1 1.513 1.5/3.6 2.7/6.7 3.6/9.1 4A/11 .5.1112-71 6115 1.513.E 2.716.7 3.6/9.114.4/11 5.1/12.75.8/14.4 6115 2.7/6.7 3.6/9.1 4.4/11 5.1/12.75.8/14.4 6/15 94 215 1 423 586 188 s 429 1 846 1173 1505 1730 2076 644 1268 1 1759 2258 ' 2595 2946 3113 1691 1 2346 13011 3459 3928 4151 15 73 165 1 322 527 146 329 1 643 1054 494 965 1581 1286 2108 1 - 1.5/3 1.5/3.1 2.516.1 3.418.51 1.513 1.5/3.1 2.5/6.1 3.4/8.54.3/10.9 5/125 6I15 1.5/3.112.5/6.1 3.418.54.3/10.9 5/12.5 5.7/14.2 6115 2.516.1 3.418.54.3/10.9 5/12.5 5.7/14.2 6115 77 176 347 515 153 352 695 1029 1327 1 1601 1944 1 528 1042 1544 1990 2402 2723 2917 1389 2058 2653 3202 3630 3889 16 60 136 265 434 121 271 530 868 1296 . 407 795 1303 1944 1060 1737 2593 1.5/3 1 1.5/3 2.2/5.4 3.2/7.9 1.5/3 1 1.5/3 2.2/5.4 3.217.94.1/1024.9/12.3 6/15 1 1.5/3 2.2/5.4 3.2/7.9,4.1/10.24.9/12.35.6114 6115 2.2/5.4 3.217.94.1110.24.9/12.31 5.6/141 6115 63 146 289 455 127 292 1 577 910 1173 1468 1829 438 866 1365 1760 2201 1 2531 2743 1154 1820 1 2346 2935 3374 1 3657 17 50 I 113 221 362 101 226 442 724 1081 339 663 1086 1621 - 884 1448 2161 1.5/3 J 1.513 11.914.81 317.5 1.513 ' 1.5/3 11.9/4.81 317.5 3.9/9.6 4.8/12 6115 1.5/3 1.914.8 317.5 3.919.6, 4.8/12 5.5113.8 6115 1.9/4.81 317.5 3.919.E 4.8112 S.5/13.8 6/15 53 122 242 1 399 106 244 464 1 799 1045 1307 1726 367 726 1 1198 1567 1961 2364 2588 968 1598 2089 2614 3151 3451 18 42 95 186 305 85 191 372 1 610 910 129E 286 558 1 915 1366 1944 - 744 1220 1821 2593 1.513 1.513 1.714.3 2.8/7 1.513 1.513 1.714.3 2.8/7 3.6/9.14.5/11.4 6/15 1.5/3 1.714.3 2.8/7 3.6/9.14.5/11.45.5/13.71 6/15 1.7/4.3 2.8/1 3.6/9.1,4.5/11A4 5/13.71 6/15 1 103 1 205 339 89 206 410 677 936 1171 1634 310 615 1016 1404 1757 2147 2450 820 1354 1872 2342 2862 3267 19 81 158 259 72 162 316 519 774 1102 243 475 778 1161 1663 633 1037 1S48 2204 11.5/3 1.5/3.8 2.5/6.3 1.5/3 1.5/3 1.53.8;25/6.313.4/864.3/10.8 6/15 15/3 1.5/3.8 2.5/6.3 3.4/8.64.3/10.85.3113.1, 6/15 1.5/3.8 2.5/6.3 3.4/8.64.3/10.85.3/13.11 6/15 88 1 175 289 75 176 350 579 1 843 1055 1551 263 5251 868 1265 1 1583 1 1934 1 2326 699 1157 1686 2110 2579 3101 20 69 1 136 222 62 139 1 271 445 1.664 945 208 407 667 996 1 1418 543 889 1327 1890 1.513 1.5/3.4 2.3/5.6 1.5/3 11.5/1 1.513.4 2.315.E 3.31&24.1110.2 6115 412.315.6 3.318.24.1/10.2 5112.51 6115 1.513.412.3/5.6 3.3/8.2,4.1/10.2 5112.5 6/15 65 130 216 54 130 260 431 649 869 1407 194 1 390 647 973 1303 1593 2111 520 862 1297 1738 2124 2815 22 52 102 167 46 104 204 334 499 710 157 306 501 748 1065 1461 403 668 1 997 1 1420 1948 1.5/3 1.513 .1.9/4.7 1.5/3 1 1.513 1.5/3 11.9/4.71 2.817 3.7/9.3 6/15 1.5/3 1 1.513 1.914.7 2.817 3.719.3 4.5111.3 6115 1.5/3 11.914.71 2.817 3.719.3 4.5I11.3 6115 99 164 1 98 197 329 496 711 1 1259 U6 296 493 744 106E 1 1334 1889 395 658 1 992 1422 1779 2518 24 79 129 80 1S7 257 384 547 1 - 121 236 386 576 820 1 1125 - 314 515 1 768 1094 1500 1.5/3 1.613.9 1.513 1 1.5/3 1.613.9 2.3/5.9 3.3/8.35.9/14. 1.5/3 1 1.513 1.6/3.9 2.3/5.9 3.3/8.3,4.2/10.45.9/14. 1.513 1.6/3.9 2.3/5.9 3.3/8.34.2/10.45.9/14. 1 76 128 75 153 256 387 SSS 11069 112 229 383 580 833 1132 . 1604 305 511 773 1110 1 1510 ! 2139 26 62 101 1.513 1.513.3 63 1.5/3 1 124 1513 202 1.513.3 302 215 430 1020 2.817.15.4/13. 95 1.513 185 1.513 304 1.513.31 453 2/5 645 12.817.1 81 1529 3.819.65.4/13. 247 1.51311.5/3.3 405 6041 215 860 2.B17.1 1180 2039 3.8I9.65.4/13. 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 99 162 242 344 816 76 US 243 3 517 709 1224 198 324 484 689 945 1633 1.513 1.513 1.5/3 1.513 1.513 1.7/4.3,2.416.1 5/12.6 1.513 1 1.513 1.513 1.7/4.3 2.4/6.1 3.4/8.4 5/12.6 1.513 1.5/3 1.714.312.416.1 3.4/8.4 5112.6 1 i 81 95 161 246 355 797 68 143 1 242 1 369 S33 738 119E 190 323 492 710 964 i 1594 30 4 - 3 80 1.5513 32LS3 1.593.7 664 2.18105.3,4.7/11. 1513 1.5/3 1 LS3 1.5/3.7 2.1/5.3 29/7.3,4.7/111. L5/3 LS3 11593.712.1115.3 2.9177.34.7I11. Total Load values are limited by shear, moment ordeflection equal to U180. Total Load values are the Table values for Minimum Required eearmg Lengths are based on me auowaae compression oessgn capacity of the beam in addition to its own weight. value perpendicular to grain for the beam and the Total Load value shown. Other design considerations, Live Load values are limited by deflection equal toL/240. Check the local building code for other such as a weaker support material, may warrant longer bearing lengths. Table values assume that deflection limits that may apply. support is provided across the full width ofthe beam. Where a Live Load value is not shown, the Total Load value will control. For 2.2, 3-pty or4-ply beams, double, triple or quadruple Allowable Total Load and Allowable liveTablevaluesrepresentthemostrestrictiveofsimpleormultiplespanapplications. Span is measured Load values Minimum Required Bearing Lengths remain the same for anynumber ofplies. center to center ofthe sup nits. Analyze multiple span beams with the BC CALC• software if the 1'/. inch members deeper than 14 inches are to be used as multiple -member beams only. length of any span is less 8san hall the length of an adjacent span. Table values assume that lateral suppoh is provided at each support and wntinuousty along the top This table was designed toapply to a bmad range of applications. It may be possible toexceed the edge and applicable compression edges of the beam. limitations ofthis table by analyzing a specific application with the BC CALC• software. Bosse Cascade EWP • Eas:em Spesrt.a• G,.sde • 08/04/2015 VERSA -LAM° Roof Load Tables VERSA -LAM® 2.0 3100 (125% Load Duration) Top Figure Allowable Total Load (plfl KEY TO TABLE Middle Figure Allowable Live Load (pin Bottom Figures Minimum Required Bearing Length at End / Intermediate Supports linchesl Span ft] 1Y.." VERSA-LAM•2.03100 Double Ply 1'/." VERSA-LAM•2.0 3100 or 3%' VERSA -LAM 2.03100 Triple Ply 1'/.' VERSA -LAM• 2.0 3100 or 5/." VERSA -LAM 2.0 3100 Quadruple Ply 1'/." VERSA -LAM• 2.0 3100 or 7' VERSA -LAM 2.0 3100 7Y..- 9'/i' 11%" 14" 7'/:' 9Y" l%" 14" 16" 18" 24" 9'/." 1IM." 14" 16" 18" 20' 24" 1I, 14" 18" 18" 20" 24" 954 1330 1782 2245 1908 2660 3S64 4491 5234 5232 5226 3990 S346 6736 7851 7848 7845 7838 7128 8981 10467 10463 10459 10451 6 2.2/5.5 3.1/7.84.1/10.25.1/12. 2.2/5.5 3.117.64.1/10.25.1/12.9, 6/15 6115 6/15 3.1/7.64.1/10.25.1/12.9, 6/15 6/15 6/15 6/15 1/10.25.1/12.9 6/15 6/15 6/15 6/15 640 933 1225 1 1511 1279 1867 2449 3022 3611 3919 3913 2800 1 3674 1 4532 S417 5879 5876 S870 4899 6043 7-M 7838 1 7834 7826 8 482 965 2/4.9 2.9/7.1 9.43.8/,4.6/11. 214.9 2.9/7.1 3.8/9.44.6/11.65.5/13.8 6J15 6111 2.917.1 3.819.4,4.6/11.65.5/13.8 6/15 6/15 6/15 3.8/9.4,4.6/11.65.5/13.8 6/15 1 6/15 1 6/15 326 693 932 1138 651 1386 1864 1 2275 1 2689 3132 3126 2079 2797 1 3413 4033 4698 4695 46SS 3729 1 4SS0 1 5378 6263 6259 6251 10 247 5% 494 1111 1667 1.5/3.1 2.7/6.6 3.6/8.9,4.4/10. 1.513.1 2.716.6 3.6/8.9,4.4/10.9S.2/12.9 6/15 6/15 2.7/6.6 3.6/8.94.4110.95.2/12.9 6/15 6/15 6/15 3.6/8.9,4.4/10.95.2/12.9 6/15 6/15 6115 244 552 833 1012 487 1 1104 1665 2024 2384 2765 2839 1656 2498 3037 3576 4148 4265 4259 3330 4049 4767 SS31 5687 5679 11 186 418 815 371 835 1631 1253 2446 3262 1.5/3 2.3/5.8 3.S/8.8,4.3/10. 1.5/3 2.315.8 3.5J8.84.3110.7, 5/126 5.8/14.6 611S 23/5.8 3.5/8.8,4.3/10.7 51126 5.8/14.8 6115 i 6115 3.518.84.3/10.71 5/12.615.8/14.6 6115 6115 187 424 733 912 374 848 1 1465 1823 2141 2475 2601 1272 2198 1 2735 3211 3713 3907 3901 2931 3647 4281 4951 5209 S201 12 1,43 322 628 286 643 12S6 5 186413.4/8.4 2S12 1.513 2149 3.4/8.44.2/10. 1.513 1 214.9 13.4/8.44.2110. 9112.35.7/14. 6/15 2/4.9 4.2110. 4.9/12.35.7/14.3 6115 6115 3.4/8.44.2/10. 9/12.35.7114.3 6115 1 6/15 146 332 623 829 292 1 665 1 1247 1 1658 1 1942 2240 2399 997 1870 1 2487 2913 1 3360 3604 3598 2494 1 3316 3884 k 4480 1 4806 4797 13 112 253 494 810 225 506 988 1619 759 1482 2429 1976 3236 1.5/3 1.714.2 3.1/7.6 4.1110. 1.5/3 1.7/4.2 1.1/7.8 4 1/10.44.8112.1 5.6/14 6/15 1.714.2 3.1/7.8 4.1/10.44.6/12.1 5.6/14 8/15 6/15 1.1/7.8,4.1/10.44.8112.1i 5.6/14 6/15 6/15 116 265 521 734 233 530 1043 1467 1777 2046 2226 796 1564 2201 2666 3068 3345 3338 2085 2934 3554 4091 4459 4451 14 90 203 396 648 180 405 791 1296 608 1187 1944 1S82 2593 1.5/3 1.5/3.6 2.817 4/9.9 1.513 1.5/3.6 2.817 4/9.9 4.8/12 5.5/13.8 6/15 1.5/3.6 2.817 4/9.9 4.8/12 5.5/13.8 6115 6115 2.8/7 4/9.9 4.8/12 5.5/11.8 6115 6/15 94 215 423 638 188 429 846 1276 1638 1882 2076 644 1268 1914 2456 2823 3120 3113 1691 2552 3275 3763 4159 41S1 15 73 165 322 527 146 329 643 1054 1573 494 965 1581 2360 1286 2108 3146 1.513 1.513.1 2.516.1 3.719.2 TUT 1.5/3 1.5/3.1 25J6.1 3.7/9.24.7/11.85.4113.6, 6/15 1.5/3.1 2.5/6.1 3.7/9.2,4.7/11.85.4/13.6 6/15 6/15 25/6.1 3.7/9.2,4.7/11.85.4/13.6 6/15 6/1S 77 1 176 347 560 153 1 352 1 695 1120 1443 1 1742 1 1944 528 1042 1680 1 2165 1 2613 2923 2917 1389 2240 1 2887 3484 3897 3889 16 60 136 265 434 121 271 530 868 1296 407 795 1303 1944 1060 1737 2593 1.5/3 1.5/3 2.215.4 3.518.E 1.513 1 1.513 2.2/5.4 3.5/8.64.4/11.15.4/13.4 6/15 1.513 12.215.4 3.5/8.64.4/11.1,5.4/13. 6115 6/15 2.215.4 3.5/8.64.4/11.15.4/13.4 6J15 6115 63 146 289 476 127 292 S77 951 1 1277 1597 1 1829 866 1427 1915 2395 2749 2743 1154 1902 2553 3193 3665 3657 17 50 113 221 362 101 226 442 724 1081 1539 33 663 1086 1621 2308 884 1448 2161 3078 1.5/3 1.513 1.914.E 3.1/7.8 1.513 1.513 1.9/4.8 3.1/7.8,42/10.55.2/13.1 6115 1.914.8 3.117.84.2/10.55.2113.1; 1 6/15 6/15 1.914.8 3.1/7.842/10.55.2113.1 6I15 6/15 S3 122 242 399 106 244 484 799 1137 1422 1726 367 726 1198 1705 2133 1 2572 25M 968 1598 2274 2845 1 3429 3451 18 42 1 95 186 305 85 191 372 610 910 1296 286 S58 915 136E 19" 744 1220 1821 14 25932593 - 1.S/3 1.5/3 1.714.3 2.817 1.5/3 1.5/3 014.3 2.8/7 419.9 4.9/12.3 6115 1.513 1.7/4.3 28/7 419.9 4.9/12.30/141 6115 1.7/4.1 2.8/7 4/9.9 9/14.9 6/15 205 339 89 206 410 677 1634 310 615 1016 1524 1912 2336 2450 820 1354 2032 2549 3115 3267 19 15/3 158 259 72 162 316 S19 M 243 475 778 1161 1653 2268 633 1037 150 2204 3024 1.5/3.8 2.616.3 1.5/3 1.513 1.613.8 2.5/6.3 6/15 1.513 1.513.8 2.516.3 3.7/9.34.7/11.75.7/14.3' 6/15 1.5/3.8 2.5/6.3 3.7/9.34.7/11.75.7/14.1 6/15 88 175 289 7S 176 350 579 869 1149 1551 263 525 868 1303 1723 2105 2326 699 1157 1737 2297 2807 3101 20 69 136 222 62 139 271 445 664 945 208 407 667 996 1418 1944 543 889 1327 1890 2593 1.5/3 1.513.4 2.3/5.6 1.5/3 1.513 1.5/3.4 2.315.E 3.4/8.4,4.4/11.1 6/15 1.S/3 1.5/3.4 2.315.6 3.4/8.44.4/11.15.4/13.B 611S 1.513.4 2.3/5.6 3.4/8.44.4/11.15.4/13.6 6/15 65 130 216 54 130 260 431 649 928 1407 194 390 647 973 1393 1735 2111 520 862 1297 1857 2313 2815 22 52 102 167 46 104 204 334 499 710 167 306 501 748 1065 1461 4.9112.S 408 668 997 1420 1948 1.513 1.513 11.914.7 1.5/3 1.513 1.513 1.914.7 2.8/7 1 419.9 6115 1.613 1.5/3 1.914.7 2.817 4/9.9 6/15 1.513 11.9/4.71 2.817 419.9 4.9112.1 6/15 99 164 98 197 329 496 711 1288 146 296 493 744 1066 1453 1932 395 658 992 1422 1937 2576 24 79 129 80 157 257 364 547 121 236 386 576 820 1125 314 515 768 1094 1500 1.5/3 1.6/3.9 1.5/3 1.S13 1.613.9 2.3/5.9 3.3/6.3 6115 1.S/3 1.5/3 1.6/3.9 2.3/5.9 3.3/8.34.5/11.3, 6/15 1.513 1.6/3.9 2.3/5.9 3.318.34.5111.1 6/15 76 128 75 153 256 387 555 1164 112 229 361 560 SM 1150 1747 305 511 773 1110 1533 2329 26 62 101 63 124 202 302 430 1020 95 185 304 453 645 885 1529 247 405 604 860 1180 2039 1.513 1.513.3 1.513 1.513 1.5/3.3 215 2.8/7.15.9/14. 1.5/3 1.5/3 1.5/3.3 215 2.8/7.1 3.9/9.7;5.9/14. 1.5/3 1.5/3.3 215 2.8/7.1 3.9/9.75.9/14. 60 101 58 120 202 306 441 1001 87 180 303 469 661 914 1501 240 404 612 882 1219 2001 28 49 81 51 99 162 242 344 816 76 148 243 363 517 709 1224 198 324 484 689 945 1633 1.5/3 1.5/3 1.5/3 1.5/3 1.513 1.7/4.1 2.4/6.15.5/13. 1.513 1.513 1.513 1.714.3 2.416.1 3A/8.45.5/13. 1.5/3 1.5/3 1.714.3 2.416.1 3.4/8.45.5/13. 81 95 111 246 355 861 68 U3 242 369 533 738 1291 190 323 492 710 984 1721 30 66 00 132 197 210 664 62 121 198 295 420 576 996 161 263 393 660 768 1327 1.513 1.513 1.5/3 1.513.712.1/5.3. 12. 1.5/3 1.5/3 1 1.513 J 1.513.1 2.115.3 2.9/7.35.1/12. 1.513 1 1.513 1.5/3.7 2.1/5.3 2.917.35.1/12. Total Load values are limited by shear, moment or deflection equal to U180 Total Load values are the capacity ofthe 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 CALC'software if the length ofany span is less thanhalfthe length of anadjacent 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-pry 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 ofapplications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC• software. Boise Cascade EVUP • Eas-ern Specnter Gt-ide • 08iO4/2015 VERSA-LAM°-Allowable_Nailing-and_Design_Val-ues__-. Lam_ :.:.._ .•.:.. - _ - _,-..,.- ._ _. •_. _... _, ,_ _ - . _. ,-.. --- -- .. - .------ ---- - -- - 41 31 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-RIM°. Use nails as specified by Simpson Strong -Tie. Nailing Parallel to Glue Lines Narrow Face) Nailing Perpendicular to Glue Lines (Wide Face) Nailing Notes 1) For IW thickness and greater, 2 rows of nails (such as for a metal strap) are allowed (use W minimum offset between rows and stagger nails). V-ERSA-LAM®-Design.--Values----------------- 7;:.. _ h:. _".f _ .-..- . T.a"_`:•': -:S =C --- - -_ . .-.. _ ._ .. .- -; f' ._.. _. . -'. .. _ ._. :...-.- .. -..- ... ' :. . : Tom-, _ ,....--•T--7,r Grade Width in Depth in Weight Ib/ft Allowable Shear Ib Allowable Moment ft-lb] Moment of Inertia in' Grade Width in Depth in Weight Ib/ft Allowable Shear lb]ft-lb Allowable Moment Moment of Inertia in' 0 4:0 (0 Q N w 1 %2 3'/2 1.5 998 776 5.4 00 0 a Q 0: w 1 5% 11% 5% 8.0 5237 6830 63.3 5% 2.4 1568 1821 20.8 5'/2 8.4 5486 7457 72.8 7% 11.0 7232 12566 166.7 7% 3.2 2066 3069 47.6 9% 14.1 9227 19908 346.3 00 q 04 0 J 0) 1 % 3% 1.8 1164 1058 6.3 9'/= 14.5 9476 20937 375.1 5% 2.8 1829 2486 24.3 7% 3.7 2411 4189 55.6 17.1 11222 28814 622.9 9% 4.7 3076 6636 115.4 11% 18.1 11845 31913 732.6 9% 4.8 3159 6979 125.0 14 21.3 13965 43552 1200.5 11% 5.7 3741 9605 207.6 16 24.4 15960 56046 1792.0 11% 6.0 3948 10638 244.2 14 7.1 4655 14517 400.2 18 27.4 17955 70011 2551.5 16 8.1 5320 18682 597.3 20 30.4 19950 85428 3500.0 18 9.1 5985 23337 850.5 24 36.5 23940 120549 6048.0 24 12.2 7980 40183 2016.0 7 9% 16.6 12303 26544 461.7 3'/2 5%5.6 3658 4971 48.5 9% 17.1 12635 27916 500.17% 7.4 4821 8377 111.1 9% 9.4 6151 13272 230.8 11% 20.2 14963 38419 830.6 9% 9.6 6318 13958 250.1 11% 21.4 15794 42550 976.8 11% 11.4 7481 19210 415.3 14 25.2 18620 58069 1600.7 11% 12.1 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 16.2 10640 37364 1194.7 20 36.0 26600 113904 4666.7 1818.3 11970 46674 1701.0 20 20.3 13300 56952 2333-3 24 43.2 31920 160732 8064.0 Design Property Grade Modulus of Elasticity Sending Horizontal Shear Tension Parallel to Grain Compression Parallel to Grain Compression Perpendicular to Grain Equivalent Specific Gravity for Fastener Design E( x 106 psi)(0 Fb (psi)(2x'1 F (psi)mt'1 F, (psi)(20) IF.,, (psi)m F.1(psi)1'ttat SG) VERSA- LAM°Beams 2.03100 2.0 3100 285 2150 3000 750 0.5 VERSA - LAMB Studs 1.72650 1.7 2650 285 1650 3000 1 750 0.5 VERSA - LAM° Columns 1.82750 1.8 2750 285 1825 3000 1 750 0.5 1. This value cannot be adjusted for load duration 5. Tension value shall be multiplied by a length factor, (41L)'- 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/d)1° 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 gluelines. maximum moisture content of the material will not exceed 16%. Boise Cascrtde EINP • Eas;efn Specifer Guide - 0810412015 VERSA -LAMS 1.8. 2750 Columns______. r-t Allowable Axial Load (lb) 3'/i ' x 3'/i ' 3'/i ' x 4'/i ' 3'/i ' x 5%' 3'/2 ' x 5'/2 ' 3%' x 7" o J 100% 115% 125% 100% 115% 125% 100% 1 115% 125% 1 100% 1 115% 1 125% 100% 1 115% 1 125% 4 15,265 16.750 17,650_ 19,100 20,950 22,070 22,920 25,150 26,500 24.020 26,350 1 27.770 30.570 33,545 1 35.345 5 12.830 13.770 14,320 16,050 17,220 17,910 19,260 20.670 21,505 20,185 21,660 22.530 25,690 27,580 28.680 6 10.580 11,190 11,540 13,240 13,990 14,440 15,890 16,800 17,335 16,645 17,605 18,165 21,190 22,410 23,120 7 8,745 9.160 9,400 10.940 11,460 11,760 13,130 13.760 14,120 13,755 14,410 14.795 17.510 18,350 18,835 8 7,295 7.590 7,765 9.120 9,490 9,710 10,950 11.400 11,660 11,475 11,945 12.215 14.610 15,210 15,555 9 6,155 6,375 6,500 7.700 7,970 8,130 9.245 9,575 9.765 9,685 10,030 10,230 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 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, 220 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 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 3.050 3,120 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'/2" x 71/4' 5%" x 5%" 5'/4" x 5'/i" 51/:' x 7" 51/4" x 7'/4" 100% 115% 125% 100% 115% 1 125% 100% 115% 125% 100% 1 115% 125% 100% 115% 1 125% 4 31,670 34,750 36,625 1 5 26,615 28.560 29.705 6 21,950 23,215 23.950 34,355 37,695 39,715 36,010 39,495 41,610 7 18,140 19.005 19,505 30,700 33,170 34,625 32,165 34.750 36,280 8 15,135 15.755 16.110 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 1 25,980 24,950 26,385 27,220 31.770 33,600 34,670 32,910 34,800 1 35,910 10 10.895 11,240 11,440 20,950 22,005 22,620 21.950 23,060 23,700 27,950 29,360 30,190 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 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 18,140 18.760 19.110 15 11,820 12,195 12,405 12,385 12.775 13,000 15,770 16,270 16,560 16,330 1 16.850 17,150 16 10.690 11,005 11,185 11,200 11,530 11,720 14,270 14,690 14,930 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 18 8,860 9,090 9.220 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 1 7,625 7,720 7.810 7,990 8,090 9,950 10.170 10,300 10,300 10,540 10,670 21 6,870 7,020 7.105 7.195 7,355 7,445 9.170 f 9,370 1 9,480 9,490 9,700 9.820_ 22 1 1 I Allowable Design Stresses Notes 1) Table assumes that the column is braced at column ends only. Effective column length is equal to actual column length. 2) Allowable loads are based upon one-piece (solid) column members used in dry service conditions. Contact project's design professional of record or Boise Cascade EWP Engineering for multi -piece column design. 3) Allowable loads are based on an eccentricity value equal to 0.167 multiplied by either the column thickness or width (worst case). 4) Allowable loads are based on axial loaded columns using the design provisions of the National Design Specification for Wood Construction NDS), 2005 edition. For side or other combined bending and axial loads, see provisions of NOS, 2005 edition. 5) Load values are not shown for short lengths due to loads exceeding common connector capacities. Load values are not shown for longer lengths if the controlling slenderness ratio exceeds 50 (per NOS). 6) Lateral loads (wind loading) are not considered in this table. Modulus of Elasticity: E = 1.8 x 104 psi Bending: Parallel to Gluelines (Beam): Fb = 2750•(12/d)'ro psi Perp to Gluelines (Plank): Fb = 2500-(12/d)19 psi Compression Parallel to Grain: Fpou = 3000 psi Compression Perpendicular to Grain: Parallel to Gluelines (Beam): F,ii = 750 psi Perp to Gluelines (Plank): F,l = 450 psi Tension Parallel to Grain: Ft = 1650 psi V_E.RSA.S-T-U-D® 1-7-265.0- Allowable Design Values Product Bending Fb [psi] Compression Parallel to Grain F. [psi] Modulus of Elasticity E [psi] Horizontal Shear F [psi] VERSA-STUD®1.7 2650 2650 3000 1,700,000 285 Spruce Pine Fir (North) # 1 / 2 Grade 875 1150 1,400,000 135 Hem -Fir # 2 Grade 850 1300 1,300,000 150 Western Woods # 2 Grade 675 900 1,000,000 135 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 NOS Supplement: For further design information, please see VERSA -STUD 1.7 2650 Design Values for Wood Construction (per 2012 IBC/IRC). Eastern Tall Wall Guide. Boise Cascade EAIP • Eas!ein Specita,Gode • 08104120'6 c• UV •1' MO.alC/4•q•wM••rM j ! r;.'a' '!,,,q•Ia?• ?pr!r.fii V • A J ' CFO, to • c t e•r, (. ® _.. 'jI ` N .-t L_1T 11O - am6 1•i.• A•er ! a at•r. 1'nwi `•12 t e p a Iiw .'eo'i f.• Z. New BC FRAMER® represents a huge technological leap L! to help you improve the efficiency and profitability of your engineered wood products business. Boise Cascade will provide you what we believe is now the industry's best design software, offering far greater productivity than even our current version of BC FRAMER®. This new software package will help your design department work faster and accomplish more. You don't get paid to do drawings, but at least now you can do them in less time, and better. Shrink design time with BC FRAMER® model sharing. Save time & prevent mistakes with best -in -industry file integration. Experience the efficiencies of BC FRAMER® whole house modeling. Draw floor and wall plans simultaneously with BC FRAMER®: Check the plan every possible way with BC FRAMER® full 3-D viewer. Create a master plan and multiple options that can be quickly selected and exported to a plot -specific file in a few minutes — a fraction of the time it could have taken in the past. Information can also be obtained at 1-800-405-5969 or email us at EWPSupport@BC.com. BC CALC° Sizing Software BC CALC® is simple to use, yet robust enough to analyze most all joist, beam, and column applications. Once an analysis is run, the user may print an easy -to -read design report that displays the span and load information with the analysis results. BC COLUMN® has now been merged into BC CALC®, allowing the sizing of joists, beams, rafters, columns, and studs all in one convenient program. In addition to BCI® & AJS® Joists, VERSA -LAM®, and BOISE GLULAM®, BC CALC® also offers the analysis of solid sawn lumber and timber members. Thus BC CALC® is the only program needed to analyze structural wood members. 00 ItJbOCOCip•a0 IHbGZC.tILf I1! 7q:1761WvRat$tar tam aA7a NtiaaT- a ai ' - 11A11 "I,Lnte'Jr wa. me rr7• L7' 4 utt tb l0oa LlhrV2]f10/ tt l)blt l1uW •- 6Llrour I.rsretn c toasa/ae. LtA•pAn wa1M, rIA• v oM 1ao Crw.N krA CR7A0•NOw- IC• 4a e.•r !iw1 t I N; i e ay. iu— RECOMMENDED HARDWARE CPU: Quad Core 64 bit Processor L2 Cache: 3MB/Core RAM:8.OGB Video: Full support for DirectX 9; Single monitors, 12800024 512MB; Dual monitor, 1280x1024 1GB Minimum 1024768) Operating Systems: Windows® 7 or 8.1 (Professional Edition 64-bit) Actual specifications vary by user and will be assessed prior to installation. Give Us a Try! L 4 Analysis for Engineered Wood Products Boise Cascade has provided BC CALC® free of charge to the design community since 1994. COMPUTER REQUIREMENTS PC with any current version of MS Windows°, along with an internet connection. For questions regarding BC CALC®, call 1-800-405-5969 or email EWPSupport@BC.com. To Download BC CALC US, https://www.bcconnect.com/bcdeployer/index.htm mar ap fr.wlwa• •ua•IIrI• a111.0 M•PMa1a Ir1 MIS /Y1W1a.1 e•]11r (IIt1a L]]t1a Ia• a.r aY DIY• att tar rawq Y~i 'a 1 rpIKMtJ mCS1 M 1 OwwrOrna I r•k•aIt WatllaH tIT Itya 1 fra 1T.•r lelfw ]!] It» 1 1 Y01.d—r•rA••r,IYa••.a Ql/p]1 •Maab Nr•/•rY1.•l •aIaetra0lau7oe ((l!10I to?a 1 1 t•a4•tfVl Wsp3p'1 1]A at• a 11.014 .s++1 •.alc•r anaallrQItmNrpwaCQs,04eM1r• tm•aal n m a•• o oteoaa a,,q„ar,.tylr• r.. arm nraas rita ar. rnaa•r•roaa r.oW.m. 1••r t. 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RlalrtlaeCarllmar 11110wsmexanlasa• eil .Fwi Boise Cascade EWP • Eastern Specifier Guide - framing -Connectors --Simpson Strong Irie JITS ILIS SUR/L Joist De t BCI° Hanger apacity Ib der Joist otstth BCI• Hanger apacity 9- Header t i Joist otslDet BCI° Hanger apaaty IQ6J Header at t Joist 9W. 4500s ITS1.81/9.5 993 6-10d 9A. 45 Osl IUS1.81/9.5 950 8-10d 9A. 4500s SUR/L1.81/9 1081 12-16d 2-10dx1'/,' 5000s ITS2.0619.5 993 6-10d 5000sl 6000sl IUS2.06/9.5 IUS2.37/9 S. 950 950 8-10d 8-10d 5000s 6000s SUR/1-2.06/9 SUR/L2.37/9 1097 1343 14-16d 14-16d 2-10dxlTW 2-10dx1'/,' 6000s ITS2.37/9.5 1225 6-10d 65005 ITS2.5619.5 1225 6-10d 6500sl IUS2.56/9.5 950 8-10d 6500s SUR/1-2.56/9 1343 14-16d 2-10dx1%' 11'/.1, 4500s ITS1.81/11.88 1068 6-10d live,65 4500s IUS1.81/11.88 1185 10-10d 11' 4500s SUR/L1.81/11 1 1306 16-16d 2-10dxl%' 5000s ITS2.06/11.88 1068 6-10d 5000s IUS2.06/11.88 1185 10-10d 5000s SUR/L2.06/11 1 1350 16-16d 2-10dxlW 6500s TS2.56/11.88 1237 6-10d Os IUS2.56/11.88 1185 10-10d 6500s SURIL2.56/11 1385 16-16d 2-10dxl%' 60s ITS2.37/11.88 1237 6-10d 60s IUS2.37/11.88 1185 10-10d 60s SUR/L2.37/11 1385 16-16d 2-1Odx1Y' 90s IITS3.56111.88 1518 6-10d 90s IUS3.56/11.88 1420 12-10d 90s SUR/L410 1906 14-16d I 2-10dxl%' 14 4500s ITS1.81/14 1075 6-10d 14" 4500s IUS1.81114 1420 12-10d 14' 4500s SUR/L1.81/14 1675 20-16d I 2-10dx1'A' 5000s ITS2.06/14 1081 6-10d 5000s IUS2.06/14 1420 12-10d 5000s SUR/L2.06/11 1693 18-16d 2-10dx1'/:' 6000s ITS2.37114 1262 6-10d 6000s IUS2.37/14 1420 12-10d 6000s SUR/L2.37/14 1693 18-16d 2-10dxl' 6500s ITS2 56/14 1262 6-10d 6500s IUS2 56/14 1420 12-10d 6500s SURII1-2.56/14 1693 18-16d 2-10dx1'/:" 60s ITS2.37/14 1262 6-10d 60s IUS2.37/14 1420 12-10d 60s SUR/L2 37/14 1693 18-16d 2-10dx1'A' 90s ITS3.56/14 1520 6-10d 90s IUS3.56114 1420 12-10d 90s SUR/L414 2050 18-16d 2-10dxl'A" 16 4500s ITS1.81116 1081 6-10d I 18. 45 Osl IUS1.81116 1660 14-10d 16" 4500s I SUR/L1.81/14 1887 20-16d 2-10dxlW 5000s ITS2.06/16 1087 6-10d 5000sl IUS2.06/16 1660 14-10d 5000s ISUR/L2.06/11 1920 18-16d 2-10dxlW 6000s ITS2.37/16 1268 6-10d 6000s IUS2.37/16 1660 14-10d 60005 SUR/L2.37/14 1920 18-16d 2-10dx1%2" 6500s ITS2.56/16 1268 6-10d 65 Os IUS2.56/16 1660 14-10d 85005 SURUL2.5N'4 1920 1846d 2-10dxt'A' 60s ITS2.37/18 1268 6-10d 60s IUS2.37/16 1660 14-10d 605 SUR/L2.37/14 1920 18-16d 2-10dx1A' 90s I ITS3.58/16 1520 6-10d 90s I IUS3.56/16 1425 14-10d EEJ I 90s I SUR/L414 1 2250 1 18-16d I 2-10dx1'A' o . '9M o I' ' I @@MM &M- 9b3@ Orimn I1 MIT B U / HU MIU LSSU Joist090 BCIe Hanger Capacity It JoistDth BCI° Hanger Capacity r aili t JOtstOt BCIe Hanger Capacity N Header ilin Joist 9h' 4500s MIT49.5 30 8-16d 2-10dx1%i h 4500s MIU3.56/9 2305 16-16d 2-10dxl',V 9A, 4500s LSSU125 995 9-10d 7-10dxl'A' 5000s 6000s 1 4.f / .5 M1T359.5-2 2305 2305 8-16d 8-18d 2-10dx1'A' 2-tOdxt'/{ 50005 6000s MIU4.12/9 MIU4.7S/9 2305 2305 16-16d 18-t6d 2-10dxl',V 2-10dz1'/:' S000s 6000s LSSU2.06 LSSU135 995 995 9-10d 9-10d 7-1Odx11/7 7-10dxt%' 6500s MIT39.5-2 2305 8-16d 2-I6dxVW 65005 MIU5.12/9 2305 16-16d 2-10dx1'A' 65005 LSSUH310 1425 14-10d 7-10dx1'A' 11%i 4500s MIT411.88 2305 8-16d 2-10dx1'b' 11Yi 4500s MIU3.56/11 2880 20-16d 2-1Odx1'/i 11'/; 4500s LSSU125 995 9-10d 7-10dxl',V5000sMIU4.f2/11 2880 20-16d 2-10dx1A' 5000s MIT4.12/11.88 2305 8-16d 2-10dx1A' 8000s 6500s M1T3511.88.2 MIT3f1.88.2 2305 2305 2-10dx1%h. 2-10dx1A 8000s 6500s MIU4.75/11 MIU5.1L11 2880 2880 20-18d 20-16d 2-10dx1X. 2-10dx1A S000s LSSU2.06 995 9-10d 7-10dxl'N g0005 LSSUl35 995 9-10d 7-10dx1'A' 80s MIT3511.88-2 2305 2-10dxlW 60s MIU4.75111 2600 20-16d 2-10dxlA' 6500s LSSUH310 1475 14-10d 7-10dx1'/:' 90s 87.12111.88 3800 2-10dx1'A' 90s HU412-2 3275 22-16d 2-10dx1'A' 60s LSSUl35 995 9-10d 7-10dx1'/i4500s 14' MIT414 2305 P_ 16d 2-10dx1'A' 14 4500s MIU3.56/14 3170 22-16d 2-10dx1'A' 90s LSSU410 1625 14-10d 12-10dx1'/:' 5000s MIT4.12/14 2305 2-10dxl%* 5000s MIU4.12/14 3170 22-16d 2-10dx1X' 14" 4500s LSSUl25 995 9-10d 7-10dx1'/i6000sMIT3514• 2305 2-10dxl'N 6000s MIU4.75/14 3170 22-16d 2-10dx1%2'S000s LSSU2.06 995 9-10d 7-10dx1'A' 65005VIA 4.22305 2-tOdzlh' 6500s MIU5.12/14 3170 22-18d 2-tOdxt/ 6000s LSSU135 995 9-10d 7-10dx1'A' 60s MIT3514-2 2305 8-16d 2-10dxl')V 60s MIU4.75/14 2700 22-16d 2-10dx1X' 8500550s LSSUH310 1600 14-tOd 7-10dx1'A' 90s 87.12114 3800 1446d 2-10dx1A' 90s HU414-2 3870 26-16d 2-10dx1'A' LSSUl31 995 9-tOd 7-10dxlW 16' 4500s MIT416 2305 8-18d 2-tOdx1/{ 18 4500s MIU3.56/16 3455 24-16d 2-10dx1A' 90s LSSU410 1625 14-tOd 12-10dx1'A' 5000s MIU4.12/16 3455 24-16d 2-10dx1'/iSOOOsLSV4.12/16 2460 10-16d 2-10dxi'YV for more information, call Simpson Strong -Tie al-80eirwe5099 or visit their website at General Notes ® www.Strongtie.com Bold Italic hangers require web stiffeners. Capacities Nall vary with different nailing criteria and/or support conditions; contact supplier or Simpson Strong -Tiefor further information. Capacity values shown are either hanger capacity values see supportrequirements below) or BCI• Joist end reaction Capacities -whichever is less. All capacity values are downward loads at 100%load duration. BCI' Joistslope exceeds Yperbeveled web stiffeners when Leave 'ha' clearance(%- maximum) between the end of the supportedjoist andthe headofthe hanger. At max design capacity shown, hangers mayexceed standard Y." deflection DY 2i. for proper installation of the VPA, the 2-iOdxt'A' joist nailsthroughthebendtabsmustbeinstalledatapproximatelya a5degreeengle. Support Requirements Support material assumed to be Boise Cascade structural pinespltefumberorsawnlumber(DouglasRrorsouthem Meeles). Minimum support width for single- and double -joist top mount Minimumhangers is 3'. Minimum support width for face mount hangers with 10d and 16d nails is IW and 2", respectively. 6000s MIU4.75/16 3455 24-16d 2-10dx1h' 60002MIT4.75/16 2305 8-16d 2-10dx1%i 6500s M/T5.12118 2305 8-16d 2-10dx1'A' 6500s MIU5.12/16 3455 24-16d 2-10dx1%' 60s MIT4.75/16 2305 8-16d 2-10dx1%i 60s MIU4.75/16 2725 24-16d 2-10dx1/6' INA' 90s87.12116 3806 14-16d 2-10dx1%i 90s HU414-2 3780 26-18d 2- THAT VPAT Jotst tBCIa Hanger Capacityader HdtJoist D oist th BCIHanger Capacity To Plateastener Rafter 9/2 4500s THA11. 81/22 1181 6.10d 2-tOdz1%:' 9/2 4500s LSSU125 995 9-10d 7-tOdxth' 5000s 6000s THAl2. 06122 THA13522 1181 1393 6- 10d 6-10d 2-10dx1% 2' 2-10dx1%:' 5000s 6000s LSSU2. 06 LSSU135 995 995 9- 10d 9-10d 7-10dx1% i 7-10dx1' A' 6500s THA1322 1393 6-10d 2-10dx1 h' 6500s LSSUH310 1425 1440d 7-10dx1'/i 11A 4500s THAI1. 81/22 1443 6-10d x1 2-10d'/i 11/' 4500s LSSU125 995 9-10d 7-10dx1'A' 50005 THA11. 06/22 1443 6-10d 2-10dx1'/2' 5000s LSSU2.06 995 9-10d 7-10dxlW 6000s 6500s THA13522 THAf322 1443 1443 1 6- 10d 6-10d 2-10dx1'/ i 2-10dx1' A' 6000s 6500s LSSU135 LSSUH310 995 1475 9- 10d 14-10d 7-10dx1' A' 7-10dx1h' 60s THA13522 1443 6-10d 2-10dx1%' 60s LSSU135 995 9-10d 7-10dx1%' 90s THA1422 1715 6-1 Od 2-10dx1'' 90s LSSU410 1625 14-10d 12-10dxl'N 14' 4500s THAI1. 81/22 1600 6-10d 2-10dx1Y" 14' 4500s LSSU125 995 9-10d 7-10dx1%2' 5000s THAl2. 06/22 1600 6-10d 2-10dx1'A" 5000sLSSU2.06 995 9-10d 7-10dxi" 6000s THA13522 1600 6-10d 2-10dx1'A' 6000s LSSU135 995 9-10d 7-10dx1'A' 6500s THA1322 1 18001 6-10d 2-10dxl %2' 6500s LSSUH310 1600 I 14-10d 7-10dxt'/2' 60s THA13522 1 1600 6-10d I 2-10dx1%2" 60s LSSU135 995 1 9-10d 7-tOdx1X" 90s THA1422 1715 6-10d 2-IOdx1%' 90s LSSU410 1625 14-tOd 12-1OV A' motes "scaaa tcvv, • _as eta spectre•tawtnr • ua:uartu'o Framing Connectors USP Structural Connectors._ _ _ 1.` ft , +ti, • • 'b. • . .• ti, : v - ' 'Cul"F ti+a.7. Q a+r,+.a"7 . , c.u,y4i:u^='".,"^'.."''' • THO TFL THE SKH 0iS10th BCI• Hanger Ib J_i apacayr(6)l i i Joistth gCl• Hanger apacity HUI Header i Joist Jost BCI• Hanger a acity r ill Joist 4500s TH017950 993 2 10dx1'/," 4500s THF17925 910 8 IOd 2 10dxl%* 9h, 4500s SKH1720LIR 1153 14 10d 10 10dx1''h' 5000s TFL2095 993 2 10dx1'/, 5000s THf20925 910 8 10d 2 10dx1Y' SOOOs SKH2O20L/R 1153 14 10d 10 10dx1'/: 6000s TFL2395 1225 210dx1'/" 6000s THF23925 1275 12 10d 2 10dx1'/' 6000s SKH2320LIR 1384 14 10d 1010dx1'/" 6500s TFL2595 1225 2 10dx1'/," 6500s THF26925 1275 12 10d 2 10dx1'/" 6500s SKH252OLIR 1384 14 10d 10 10dx1'h" 11%" 4500s TH017118 1068 2 10dx1Y," 11%l 4500s THF17112 910 8 10d 2 10dxl%' 11%, 4500s SKH1720LIR 1434 18 10d L 10dx1%," 5000s TFL20118 1068 2 10dx1'/" 5000s THF20112 910 8 10d 2 10dx1'/' 5000s SKH2O2OLIR 1434 16 10d 10 10dx1'/" 6000s TFL23118 1237 6 10d 2 10dx1% 6000s THf23118 1300 14 10d 2 10dx1Y,: 6000s SKH2320L/R 1434 16 10d 10 10dx1Y,: 6500s TFL25118 1237 6 10d 2 10dx1/ 6500s THF26112 1300 14 10d 2 IOdxl/, 6500s SKH252OLIR 1434 16 10d 10 10dx1/ 60s Tf123118 1237 6 10d 2 10dx1%," 605 THf23118 1300 14 10d 2 10dx1%" 60s SKH2320L1R 1434 16 10d 10 10dx1'/' 90s TH035118 1589 10 10d 210dx1'/" 90s THF35112 1612 16 10d 210dx1'/" 90s SKH41OLIR 1900 16 16d 10 16d 14' 4500s TFL1714 1325 8 10d 2 10dx1'/, 14 4500s THf17140 1075 12 10d 2 10dx1'/" 14 ^ 4500s SKH1724L/R 1562 16 10d 10 tOdx1'/,' 5000s TFL2014 1081 6 10d 2 10dx1'/" 5000s THF20140 1081 12 10d 2 10dxl 5000s SKH2O24L/R 1562 16 10d 10 10dx1%,' 6000s TFL2314 1262 6 10d 2 10dx1'/" 8000s THF23140 1350 18 10d 2 1Odx1%i 6000s SKH2324L/R 1562 16 1Od 10 10dx1'/' 6500s TFL2514 1262 6)10 2 101 1%' 6500s THF26140 1350 18 10d 22 10dx1%," 6500s SKH2524LIR 1562 106 10d 10 I0dx1'/2 60s TFL2314 1262 6)10d 2 10dxlY" 60s THF23140 1350 10dx1'/" 60s SKH2324LIR 1562 16 10d 10 10dxlW 90s TH035140 1625 12 10d 2 10dx1%," 905 THf35140 1650 10dx1'1 90s SKH414LIR 2050 22 16d 10 16d 186500s 4500s TFL1716 1081 8 10d 2 10dx1'/" 18 4500s THF17I57 1475 10dx1'/' 16 4500s SKH1724L/R 1690 16 10d 10 I0dx1'/" 5000s TFL2016 1087 8 10d 2 10dx1'/" 5000s THF20157 1465 10dxI%* 5000s S N22O24LIR 1562 16 10d 10 10dxI1W 6000s TFL2316 1268 8 10d 2 iOdx1%' 6000s THF23160 1362 I0dxI%* W(2) 6000s SKH2324L/R 1690 16 10d 10 10dx1%," TFL2516 1268 6 10d 2 10dx1h" 6500s THf28160 1362 10dx1%:" 6500s SKH25241/R1690 18 10d 10 tOdxt%," 60s TFL2316 1268 6 10d 2 iOdx1%i 60s THF23160 1362 10dxl% 60s SKH2324L/R 1690 16 10d 10 l0dx1%i90sTH03516016601210d210dx1'/" 905 THF35157 1687 2 1odx1%. 90s SKH414LIR 2250 22 18d 10 16d THO Double BPH THE Double HD LSSH Joist p BCI• Hanger Capacity Naih Joist BCt• Hanger Ca achy iU i Joist0th BCI• Hanger Capacity Nair Header oist 4500s TH035950 2050 10 10d 2 10dx1Y," 9/' . 4500s THF35925 1370 12 10d 1%; 2fil0d 9/ 5 0 S 0 0 0 " 0 9Y'" 5000s TIIF20925-2 1390 12 10dSOOOsTH020950.2 2330 10 16d 6 10d 6000 2 40 0 106000sTH023950.2 2825 10 16d 6 tOd 6000s 6500s THF23925-2 THF25925-2 1625 14 10d d 6 00Qs L 1' 1390 12 10d 6)10d6500sTH0259SO.2 2825 10 16d 6 tOd 0 10 1Od 11%: 4500s TH035118 2050 101 10d 210dx1'/' 11Y••r60 4500s THF35112 1825 16 10d 210dx1%2- 2 5000s TH020118.2 2330 10 16d 6 tOd 5000s THF20112.2 1855 16 10d 6 10d 99 60 L 6000s TH023f18-2 2925 10 16d 8 10d THF23118-2 1855 16 10d 6 10d 11/' 0 10 0 6500s TH025118.2 2925 10 16d 8 10d THF25118.2 1855 18 10d 6 10d 60 1 4 6 90 9 OTHF23118.2 1855 16 10d 6 10d60sTH023118.2 3212 10 16d 8 10d 0 0 1' HD7120 2255 18 16d 6 10d90sBPH7111834551016d6tOd 0 7 0 4500s TH035140 2315 12 10d 2 10dx1'/" 14 , 4500s THF35140 2320 18 10d 2 10dx1'/. 14" 0 0 " 5000s TH020140-2 2330 10 16d 6 10d 5000s THF20140.2 2320 20 10d 6)10d 6000s TH023140.2 3350 12 16d 6 1Od 6000s THF23140-2 2540 20 10d 6)10d 8 8 0 ' " 14' 6500s THO25140.2 3350 12 16d 8 10d 6500s THF25140.2 2500 20 10d 6)10d 16" 0605THF23140-2 2540 20 10d 6 tOd60sTH023140.2 3535 12 16d 6 10d 55 A, 905 BPH7114 3455 10 16d 8 10d SOS HD7140 2820 20 16d 8 10d IQ4500sTH03516023591210d210dx1%^ 16 4500s THF17157-2 2425 22 10d 2 10dx1%; 0 16^ 5000s TH020160-2 2330 10 16d 8 10d 5000s O 6 6000s TH023f60.2 3137 12 16d 8 10d 6000s THF23160-2 3050 24 10d 6 10d 6500s TH025160.2 3137 12 16d 6 10d 6500a HF25160-2 3000 24 10d 6 10d USP for more information, STRUCTURAL contact CONNECTORS' USP Structural Connectors at 1-800-328.5934 or General Notes www.uspconnectors.com Bold Italic hangers required web stiffeners. Capacities will vary with different nailing criteria and/or support conditions: contact supplier or USP Structural Connectors for further information. Capacity values shown are either hanger capacity values see support requirements below) or BCI• Joist end reaction capacities— whichever is less. All capacity values are downward loads at 100% load duration. Use sloped seat hangers and beveled web stiffeners when BCI• Joist slope exceeds per foot. Leave'/,s clearance C/i maximum) between the end of the supported joist and the head of the hanger. For BCI• Joist applications, consult USP for capacity reduction. Support Requirements Support material assumed to be Boise Cascade structural composite lumber or sawn lumber Douglas rrrorsouthern pine species). Minimum support width for single- and double -joist lop mount hangers is 3': (1'Wfor THO hangers). Minimum support width for face mount hangers with IOd and 16d nails is 1%.' and 2", respectively. 60s TH023160.2 3535 12 16d 6 10d 60s THF23160-2 3050 4 10d 02441186)10d 90s BPH7116 3455 10 16d 6 10d 90s HD716 3385 24 16d 8 10d i ' MSH ti$'` S •'•W40 TMP Joist BCI° Hanger Capacity N r ili Joist DtgCl• Hanger Capadry lbSlTo Plate lever Rafter 4500s 9/" 4500s TMP175 12 6 10 4 10dxi `; 50005 5000s TMP21 1125 6 tOd 4 10dx1` " 6000s 6000s TMP 3 1375 6 10d 4 l0d I w 650065Os537584104500 4500s 5 1150 8 19 4 10 ' " 5000 SOOOs TMP21 1290 6 10 4 tOdx1',' 6000s 2 1431 I0dxt' }" 16500sMSH321431610d410dx1',' 11% 6500s TMP23 1425 6 IN 60 2 431 6 lOd 0 ' " 60 3 1425 6 10 0 90 4 2 86 6 8 0 0 P 800 8 0 10 ' ^ 14 4500s 7 2 550 6 0 4500s TMP175 1150 8 10 4 lOdx ' ' 5000s 000s TM P21 1290 6 10d 4 10dx1'; 6000s SH2 22 1550 8 10d 4 10d 1'," 6000s TMP23 1525 6 10d 4 10 xt'; 6500 22 1550 8 10 410 1' " 14" 6500s P 5 1525 6 10 10 ' " 605 1550 J8 4 0 xi' " 60s 1525 10d 90 90s 1850 6 l0d 410 1'" 18' 4500s M H1722 1668 6 10d UtOdx1'/' 4500s TMP175 1150 6 10d 4 10dxi, SOOOs 5000s TMP21 1 90 6 10d 4 10d II. 8000s MSH2322668 6 10d 0 1' " 6000s 23 550 6 0 10d ' ' 6 00 2 668 6 0 0 ' " 1fi^ 8 00 5 550 6 0 1' " 60 71 6 10d 4 Od 1' " 60 P23 1550 8 Od 4 tOd 1' " 90 P 1900 8 0 1- Boise Cascade EWP • cas:ern Specifie• G-r1: • CG;04/2115 x:.-..:J't `yi.. "r'r'E+/t . •,gyp , :rl: - Boise Cascade has a proven track record of providing l' : - ,.,., 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 better homes with stronger, stiffer floors using only wood purchased in compliance with a number of green building programs. Take a moment to view our sustainability certification site at http://www.bc.com/ sustainability/certification-audits/ or view our green brochure at www.bc.com/instl1. Boise Cascade Engineered Wood Products throughout North America can now be ordered FSCO Chain -of -Custody (COC) 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 Lifetime Guaranteed Quality and Performance j; Boise Cascade warrants its BCI® Joist, k Ei I! VERSA -LAM®, and ALUOISr products f to comply with our specifications, to be free from defects in material and workmanship, and to meet or exceed our performance f specifications for the normal and expected life of the structure when correctly stored, installed and used according to our Installation Guide. Engineered Wood Products are available as PEFCO Chain - of -Custody certified, SFI® Chain -of -Custody certified and SFI Fiber -Sourcing certified, as well as NAHB Research Center Green Approved, enabling homebuilders to also obtain green building points through the National Green Building Standard. If in doubt, ask! For the closest Boise he EWP distributor/support center, call 1-800-232-07W? BOISE CASCADE, TREE -IN -A -CIRCLE, BCI, BC CALC, BC COLUMN, BC FRAMER, BOISE CASCADE RIM BOARD, BOISE GLULAM, SIMPLE FRAMING SYSTEM, VERSA -LAM, VERSA -RIM, VERSA -STRAND, and VERSA -STUD are trademarks or Boise Cascade Company or its affiliates. Your Dealer is: For information about Boise Cascade Engineered Wood Products, including sales terms and conditions, warranties and disclaimers, visit our website at www.BCewp.com ID Boise Cascade Engineered Wood Products Great products are only the beginning0 If no dealer is listed, call 1-800-232-0788 Copyright ® Boise Cascade Wood Products, L. L.C. 2014 ESG 0810412015 j . 1/2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats S Facts Publications FBC Staff BCIS Site Map Links Sear• d bpr n t product Approval r. USER: Public User Product Approval Menu > Product or Anoiication Search > Aoolication List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com 1,. • . •r Authorized Signature Mark Hamer V`;i .::, •:"i`. mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 1935S 610) 651-5847 r+'; , _. •.; Mark.D.Harner@saint-gobain.comih e1r.F t . t r• :r •; '. Quality Assurance Representative Address/ Phone/Email i•" : r• Category c* x;; .•''•, Subcategory 1Compliance Method Florida Engineer or Architect Name who developed the J ;. i Evaluation Report t• .. 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 Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Robert Nieminen PE- 59166 UL LLC 03/ 09/2020 John W. Knezevich, PE Validation Checklist - Hardcopy Received Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Product Approval Method Method 1 Option D file:/// C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%208uilding%2OCode%200nline.htmi 1 /2 1/2/2018 Florida Building Code Online Date Pending FBC Approval Date Approved 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 sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 8S0.487.139S. *Pursuant Section 45S.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis 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 licen: under Chapter 455, F.S., please dick here . Product Approval Accepts: file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610)6S1-S&47 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate o%Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FI5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6"' Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R90S.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registrotion No. 59166, Florida OCA ANE1983 The facsimile seal appearing was authorized by Robert Nleminen, P.E. on 09/OS/2017. This does not serve as an electronicaltysigned document. CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. l TRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6t" Edition (2017) Florida Building Code and 6t° Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM 03161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM 07158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC ( TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC ( TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I. I.C. Evaluation Report 3S32.09.05-1113 Certificate of Authoritotion a9S03 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 13: 09/OS/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT201, XT'" 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia"", Belmont®, Belmont° IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark' Premium, Landmark' TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake' IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras', Highland Slate"" and Highland Slate" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V,,d = 150 mph (V,,,t = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM 03161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,,d =150 mph (Va,t =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RA for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,,d = 150 mph (V,t = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, U.C. Evaluation Report 3S32.09.OS-R13 Certificate of Authorization x9503 6' EDITION (2017) FOC NON-HVHZ EVALUATION FLS4"-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 3 of 12 QOTRINITYIERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.S. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 "GWRI '"XT' "25 XT' 30: XTS.,t30.IR'N ii ?:`' ? f ` LOW AND STANDARD SLOPE ENGLISH 12" 12" 12" t( 305 mm)--}--(305 mm) (305mm)j 25 mm) _ Selant r'(25 mm) 5S/a" (145 mm5r/2'lotP11A,wo 11 METRIC 131/e" 131/e" 131/8' 1" ( 25 mm) — Sealant 1', (2521 nm)-( 6 I /a.. T Fugum 11.3: ftfo-naUsjoretv frill sbMgla STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for erery full shingle ( Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested. I - Rooling Cement Apply 1"(25 inn) spots of asphalt rooting cement under each lab corne(. Figum 114: Usefour nails and sir spotsQjaspbalt cement on steep sbpes. CAUf' fON: Excessive use of roofing cement can cause shingles to blister. 6. 4.1 Hip & Ridge for CT201. XTI 25, XTI 30.) M" 30 IR: Cut Shingles 25V,- 111— -1 J -2•' (50 mm) fRemove`1 1ift—-- 1f —— f -— 11 lr Cap Cap Cap 305,mm) Shingla Shingle Shingle Figure 11.24. 0a tabs, then Mtn back to make cap sbin& English dimensionssbown). 5'— 12" (306 MM) E o 1 Flgum 11.25. Installation of mpsalong the hips and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1"A" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3S32.09.OS-R13 Certificate of Authorization 09S03 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 4 of 12 6.5 6.5.1 TRINITYJERD ARCADIA"." ',T S , ' i' • r of 'tt .4 t: y ,=.; ` r 9;.i : t ^ LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails far every fill shingle located :ts shown helow t' (25 mm) t' (25 nm) tteJ line r : L1,_ Nml N>III Line Figure 2: Me sLr nails for every' fttU shiug/e Use SIX nails and FOUR spots o(aspludl roolog cement fur every full shingle as shown below: Apply asphalt roofing cement 11255 nun) from edge of shingle..Vphalt roofing cement meeting ASTN D 4586 Tijw 11 is suggt,t(ed. Hip & Ridge for Arcadia"': Cedar Crest'", Cedar Crest"' IR 1125mm1 t'125miN L c, J F7ptrc 3. Use sir nails and four s1mis tfuspball rooftng eentenl on sleep slojvs. Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from -the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "SonolasticO NP1` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Hand -sealing adhesive 4" 1/4" - 3/4" Ir 1" Dab of asphalt cement between 1" shingle layers Exterior Research and Design, U.C. Evaluation Report 3532.09.OS-R13 Certificate ofAuthorization09S03 6' EDITION (2017) FOC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 13: 09/05/2017 Page S of 12 6.6 6.6.1 6.6.1.1 6.6.1.2 6.6.1.3 QOTRINITYIERD BELIVIONT®•ORBELMONT®:IR. + • ' r • Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of S3'(l6mN Use FIVE nails for every full Belmont shingle, located as shown below. Fsd0A0;. OlaMENIll o Addifianl mils itmoaimd. asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement t" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II Is suggested. I' (?5 on) hooting Camel Hip & Ridite for Belmont® or Belmont° IR: Option 1: For Belmont®, refer to instructions herein for Cedar Crest" or Cedar CrestTM IR hip and ridge shingles. For Belmont• IR, refer to instructions herein for Cedar Crest' IR hip and ridge shingles. Option 2: For Belmont*: Shangle° Ridge Figure 17-18• Sbanglc• Ridge. 18• Exposure Remove tape from the right side g•` I and fasten SECOND Fasten thefleftside 8518- RIGHT FIRST LEFT Figure 17-19. Installation ojSbangle® Ridge sblugles on bips and ridges. For ASTM 03161, Class F performance use BASF "Sonolastic• NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.OS-R33 Certificate ofAuthorization o9503 6r" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R32 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 6 of 12 QOTRINITYIERD 6.7 yrC CRINGE+HOE $HGME® A14D7GRAN[) I IIANOR $HANGL'E: < t tp, t LOW AND STEEP SLOPE STANDARD SLOPE Use seven nails and three spots of asphalt roofing cement for every Ise fire nails (or tarn' full Changle. hill Grand .Manor Shangle. Use Orr nails and three spots of asphalt roofing conem for mry full Carriage House Shangle and C4Lntennial S1:11e. Apply asphalt roofing cement I' (25 min) from edge of shingle Flgura 17.5). Asphalt roofing cement meeting ACf.M 0,15M Tope II 1" 1' is suggested. F•—(25 mm) (25 nm) 112" SN' 6 Sff' (38 mm) 16mm) Li(220—) 1•• or less —1. i j — I--12smm) T ) Figum 17.4: Ilse fete nails for etvryfull Grand dlauorSbatigle, ,1B ` A SIB" Carrlage Haim Sbangk. or Centennial Slate. (16 mm)lt ) 25 mm) Roatinp cemsm Fi rtm 17-5: When installing Crond AlanorSbangler on steep slopes, use seven nails and tbme spots o%aspbalt roofing mwat. 6. 7.1 Hip & Ridge for Carriage House Shanale® and Grand Manor Shanale: Refer to instructions herein for Shangle° Ridge hip and ridge shingles 6. 8 LOW AND STANDARD SLOPE METRIC DIMENSIONS 12, 143/4" 17, 305 mm) f(375 mm)-1 -•(305 mm)--i rorssar t •o:awsrraas L 1 —1" (25 mm) Rele a Tape I" (25 mm) —1 11n.. Nailabler Area LANDMARK Tl NorthGate: 13' X 13" 1311Y' 343 mm) —(330 mm)— —(343 mm)---i I 1"(25 mm) 1" (25 mm) •— Figure 13.4. dso fourands fortrapfullsbingth toe N4140 Ir 14 3f4' 1r ARFA I (305 mm) (37S mm) (30S mm) I 1 Na1rg Limts 1' (2S mm) /Umernallao r ( 25 mmJ~ r— o'm A" lna NaBng areas for law andstandard slopos (from 2:12 to 21:12) Nat between upper 6 lower Ines as shorn above. Exterior Research and Design, U.C. Certificate of Authorization a95036s" EDITION (2017) FBC NON-HVH2 EVALUATION CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Evaluation Report 3S32.09.OS-R13 FLS444-R32 Revision 13: 09/05/2017 Page 7 of 12 it STEEP SLOPE Use six nails and four spots ofasphalt roofing cement for every full lantimiled shingle. See below. Asphalt roofing centent should auect A.1'I'M D4586 *type 11. Apply I' spots of asphalt roofing cement nude each corner and :u about 12' to 13- in from each edge. METRIC DIMENSIONS 12"— 305 mm) sr,:vcsn 1'.(25 mm) Nail Area l For Steep 25 mm)I • - 375 mm) (305 mm) lease aTe 1 ( 2 P 25 mm; lino Cement [Tq- QOTRINITYIERD LANDMARK TL 131/ 2" 343 mm) i13" 330 mm) 131/ 2" 343 mm) 1 "( 25 mm) I 1 "( 25 mm)--1 I Figure 13.5•' Use six nulls mul forsspots of aspW roofing cement on sleep slopes NorthGate: STEEP 12• 14-3/4' 12' SLOPE I+{305 mm)—— (375 mm)-- --(305 IT NAILING Nadin imits AREAi 1'( 25 mm) betwee i pwer 1'(25 mm nalInes. Nailing areas for steep slopes (greater than 21:12) and " Storm -Nailing" Nail between lower 2 nail Ones as shotm above. 6. 8.1 Hip & Ridge for Landmark"A. Landmark'" IR, Landmark'' Pro, LandmarkTM' Premium, Landmark' TL. Landmark' Solaris, Landmark"A Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' I 97X 305mm)( 250mm) 8, , 415/ 16' 41511 150mm} rosol mm) 125mm) ( 125mm) Notch for Centering 12' v\ i 5mm) Notches for Alignment to Lthe Top Edge of the Previous 7 Cap for 5' (125rrtm) Exposure (180n jl English Dimension Shadow Ridge' Exterior Research and Design, U.C. Certificate of Authorization a9503 6' EDITION (2017) EBC NON-HVH2 EVALUATION CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Notch for Centering 37mm) Notches for Alignment to 5 the Top Edge of thePrevious 7 /8' L \ Cap forSS/8' (141mm) Exposure 1_i m) Metric Dimension Shadow Ridge - Evaluation Report 3S32.09.0S-R13 ELS444- R12 Revision 13: 09/OS/2017 Page 8 of 12 927nr 250 mm) 4 IMF (125 mml Geist( p Notch 13 1/4' 337 mm) \ Align tlem / notches to top edge of pteAeuscourse NorthGate Ridge TRINITYJERD 13 I/$" 333 mm)— 4-6 518--l-0-6 S18'-I168mm) 168 mm TCentering 7 SW 13 1/4' , Notch 194 mm) 337 mm) \Ahgn these notches to top 7 5/8' edge of 1glI previous course. NorthGate Accessory 12, 3059"m) j ,, Laying Notch I 5'(ure) I r 1 y4 1'I I Figure 13.20, Use!trying notcba to center sbfngles on blps and rtle esr and to locale Ike correct exposures 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastice NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.0S-R13 Certificate ofAuthorization a9SO3 6" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 9 of 12 TRINITY I ERD tiPRESIOEMIAL SHAKE'" (R' PRESIDENTIAL SHAKE'TL'a'-$PREESUETIAL'`SOLARIS'"': 1'`'• 6.9 ,PRESIDENTIAL;SHA,KE>rr, , , 6,.K ; t. LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For sleep slopes, use nine nails for each fill Presidential shingle and shingle as shown below. apply V diameter spots of asphalt fooling cement under each shingle lab. titer appl)ing i nails In between the nailing guide Imes, apply 4 nails I' Nailing 40' above tab cutouLs making certain tabs of overl)tng shingle cover calk Guide tines (1016 mm) 5114 ' 133 nan) • • • • . 14 1/4" 1II/2' 38aim) (362mm) NOTE: Apply nails on painted guideline Figure 16.6.• Fasloning PrusldonAWlandPrtskknual TLSlabe I' diameter asphalt rooting cement sbingles on low and standard slopes Figure 16.7.• Aulemng Prmklenital and Presidential M Sbalm sbfngles on steep slopes. 6.9.1 Hip & Riche for Presidential Shaker"'. Presidential Shaker" IR, Presidential Shake TM Presidential Solaris"": 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' front the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' Into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced In Birmingham, AL Is 12' x 12% Portland, OR produces 97/s' x 131/4' accessory. 6.9.1.2 For ASTM 03161, Class F performance use BASF "Sonolastic• NP11"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest", Cedar Crest" IR hip and ridge shingles. 6.10 For steep slopes, use (he nails and eight spas ofasphalt roofing Figure 15.3. Faveuieg naaems Shingles ou cementfor each full umteras shingle as shown abose. Apply V Low rued Standmd Slopes (25mm) diameter spas of rooting cement (ASTM 0 4596 Type 11 For lowand Standardslopes, use G%v "'IS for arch full ut=ged) under each tab comer. Press shingle Into place, do nor Ilaucros shingle a$ SIKnrn abote expose cement. CAUTION: Too much roofing cement can cause shingles to buster. Exterior Research and Oesign, U.C. Evaluation Report 3S32.09.0S-R13 Certificate of Authorisation a9SO3 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 13: 09/OS/2017 Page 10 of 12 QOTRINITYIERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras F! Figure 15-14: 18 three-piece units sepamle to mike 54 Hatteras Accessory sbingfes 6.10.1.2 Option 2: Cut Hatteras Shingles 9,. 230 min) I I I 8'18" {460 4601 in ( 203 min) Cap Cap Cap Cap 31a Shingle Shingle Shingle Shingle 2ADmml\ Figure 15-20.• Cut Eatterm sbingles to make cow cap. Figure 15-21: Installation of caps along bips and rt*i 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic• NP1"' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE: 4M' STEEP SLOPE: Use FIVE nails and EIGlfr spots of asphalt roofing cement* for each full Highland Slate shingle. For AUami-Dade, SIX nails are required. Apply I' diameter spots of asphalt roofing cement under each lab comer. Asphalt roofing cement meeting ASM D45861)pe II is suggested. MOS17 1rpura 9%nab (A.O nob t'(25 min) ovMkE o.r c&ft am'dev tfo rn. Mum:0 7 rprne Suneh (e»mL rsbLE auanbr oaas ofont Figum 11-3. Use FIVE naelsfor entry Higida d Slato shingle. Figure 11.31: Uso MW nails and argbi spots ofarpbali roofing a+wrei under eacb Lab comer CAIn'ION: Mvecaiee use. of roofing cement can cause shingles to buster. 6.11.1 Hip & Ridge for Highland Slate'". Hiahland Slate' IR: Refer to instructions herein for Cedar Crest^", Cedar Crest'" IR or Shangle Ridge' hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.OS-R13 Certificate of Authorization M03 6'" EDITION (2017) FSC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 13: 09/OS/2017 Page 11 of 12 LOW AND STANDARD SLOPE STEEP SLOPE list FOUR nails for even- full shingle locoed :L: shown below. Sc laat I' i25 «nj•^ 156 mml I 13-IAr 13•14' —j- 13-tX - UOT) ==I (M-) QOTRINITYIERD lix FOUR nails and four slxds (d asphall rmfing cement for every full shingle as shown tot -low. Asplt:dl roofing ccutuu meeting AST',\I 04586 pe 11 is su4 atc1L Apph• I'05 lnnt) sixits of zfoludt roofing cetneu( :is shown. CAUTION: liacessive use of roofing amcul can cause ahing6 to blis(er. l.—------- 61A' I "'1•(tSmj 1'(A ml p56tm1 I • n r Tj- _ Rtallnq ttmtnl I— V-W t 13-19 +j— 12•I4-•1man) (,M-4 pmam) 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest, Cedar Crest' IR, Shadow Ridge'", NorthGate or Shangle Ridge"' hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R13 Certificate of Authorization a9S03 6" EDITION (2017) F8C NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 12 of 12 1/2/2018 Florida Building Code Online BCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats & Fads Publications FBC Staff Flondab raProduct Approval USER: Public User Product Aooroval Menu > Product or Aool,cation Search > Application List > Application Detail FL # t Application Type Code Version Application Status Comments is Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email ft1• rT• Category Vtr• I, . 'f-,.! Subcategory it Compliance Method 1, 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 i I. Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL12328-R8 Revision 2017 Approved En TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri-eden@tamko.com Kerri Eden kerri_eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Roofing Underlayments rr,.ew-r:oe oeni o`iliuo+,1•ceNt BCIS Site Map I Unks I Sear Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Zachary R. Priest PE-74021 UL LLC 01/07/2019 Locke Bowden 5-11 Validation Checklist - Hardcopy Received 1 1 1 • Y 1' Il- 1 1•. Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Sections from the Code https:/twww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2AezuaggOlAramOGm5ebtSwRW28J8d8c6iCFKFGNQ%3d%3d 1/3 1/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/05/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/20/2017 Date Approved 12/12/2017 Summary of Products --------_----- _-- — --------___----___-- __—j FL tt Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001,4 2017 FBC Eval Report TAMKO Underlavments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 It TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TSP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 11 TSP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports ELM28 R8 AE TSP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 It TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.RdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Parry: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Created by Independent Third Party: Yes 12328.E No. 1S UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 It TSP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes https:lt wvw.floridabuilding.org/prlpr_app_otl.aspx?param=wGEVXQwtDgtF2AezualgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNO%3d%3d 2/3 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htta.//www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, 6T" EDITION (2017) Issued October 19, 2017 TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKOO Master Smooth TAMKOV Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOO TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOO TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO TAM -FELT Alternate to ASTM D 226. Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturers installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8' gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOO Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panils and Surfaced Roll Shingles and , Slate Clay and Underlayment Shingles Shlri les Roofing Shakes Shingles Concrete Tile TAMKO® ASTM Slate Y' N N N N YSurfacedRollRoofing TAMKO® ASTM Tile N N N N N YUnderlayment TAMKO® Master Smooth Y' N N N N N TAMKOO Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO® No. 15 UL Asphalt Y Y Y Y2 Y NSaturatedOrganicFelt TAMKOV No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKO® TW Metal and Tile Y Y N N N YUnderlayment TAMKOO TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Ea& Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM 0 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM O 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01REV ASTM 0 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM O 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM O 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. aY R. 10 No 74021 O'.• /STATE OF :: 4 ORS. E?•`% t CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, not will acquire, a financial interest in any company manufacturing or distributing products under this evaluation Zachary R. Priest. P.E. does not have, not will acquire, a financial interest in any other entity involved in the approval process of the product. ENO OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htti)://wwwtamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOO ASTM Slate ASTM D 6380, Class M. Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKOO ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKOO No.15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM 0 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM 0 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM 0 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO®TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8' gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOO Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO@ ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlai ment Shingles Shingles Roofing Shakes' Shingles Concrete Tile TAMKOO ASTM Slate Y' N N N N YSurfacedRollRoofing TAMKO@ ASTM Tile N N N N N YUnderlayment TAMKO@ Master Smooth Y' N N N N N TAMKOO Moisture Guard@ Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOO No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO@ No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKO@ TW Metal and Tile Y Y N N N YUnderlayment TAMKO@ TW Underlayment Y Y N N N N TAMKOO TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Eaft Reoort No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 0"111 tl11111"IiOWR G • • G•E NS1Ylo No 74021 Vic= STATE OF ' W Al ORIV. N At Sc. CERTIFICATION OF INDEPENDENCE 2017. 10.19 12: 15:58 04' 00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001. 4 FL12328-R8 Page 4 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1 /2/2018 Florida Building Code Online Business 8 Professitarral Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Fads I Publications ! FBC Staff I BCIS Site Map i Links I Sear• d Zr1? Product Approval USER: Public User f' := 1W Product Approval Menu > Product or Application Search > Application Ust > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Lomanco, Inc Address/ Phone/Email 2101 West Main Street Jacksonville, AR 72076 S01) 982-6511 acarter@lomanco. com Authorized Signature Andrew Carter acarter@lomanco. com Technical Representative Andrew Carter Address/ Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext361 acarter@lomanco. com Quality Assurance Representative Andrew Carter Address/ Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext6163 acarter@lomanco. com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year Miami - Dade TAS 100 (A) 1995 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes - No •' N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https:// floridabuilding.org/pr/pr app_otl.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVjdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 1/3 1/2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 Summary of Products FL # Model, Number or Name Description 3792.1 113S Roof Louver Aluminum Roof Louver Limits of Use Approved for use in Ill Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 3792.2 1730 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,7S0,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1 770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside ll Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside Ill Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 160S1028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 If Lomanco 700 Series - NOA 160S1028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 160S1028.odf Created by Independent Third Party: Yes Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 160S1028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 If Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 160S102S.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odf Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 160S1028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 II NOA 1S-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8SO-487-1824 The State of Florida Is an AA/l employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://Roridabuilding.org/pr/pr app_otl.aspx?param=wGEVXQwtOgsFgPhXouzz9PGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAMI,OWDE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 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 (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The 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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PER 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) 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 ofthis 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.: 16-0510.28Ay% -A- Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/l6" x 5" TAS l00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/1-6" 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 750-E 23" x 27-1/4" 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 16-5/8" x 22-3/8" x 6" TAS L00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION I. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/l6/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: 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 ridge 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'A" aluminum annular ring shank nails. With the first nail 1'/," 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 l'/' 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 Expiration Date: 08/t6/21 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 seam, or snap lock, metal roof panels with a minimum 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 from 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 seams. Metal pans 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 %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 1-1/2" 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. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 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 61G20-3 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 NOA No.: 16-0510.28 Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 5 of 9 Mm m wi Mm 700 SERIES LOUVERED ROOF VENT Mm m wi Mm 700 SERIES LOUVERED ROOF VENT DETAIL B 11,E 4 116A11I 750 SERIES LOUVERED ROOF VENT 91 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 FAs,rF.NFR NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 fG..3 I DETAIL C a I 1iM. 16.E 750-S SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/I6/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 91 NOA No.: 16-0510.28 Expiration Date: 08/t6/2i Approval Date: 06/30/16 Page 9 of 9 MIAIMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 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 (NOA) www.miamidade.gov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The 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 AHJ 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) 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.: 16-0510.28AYN-A- Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Cateeorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" rAS 1.00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" 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 750-E 23" x 27-1/4" x 5" TAS 1-00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRl Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 081t6/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: 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 ridge 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 11/4" 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 MIAMFDADECOUNTY Expiration Date: 08/l6/21 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 seam, or snap lock, metal roof panels with a minimum 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 from 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 seams. Metal pans 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''/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 1-1/2" 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. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 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 61G20-3 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 NOA No.: 16-0510.28 Expiration Date: 08/t6/21 Approval Date: 06/30/16 Page 5 of 9 ME M==- 700 SERIES LOUVERED ROOF VENT ME M==- 700 SERIES LOUVERED ROOF VENT DETAIL B 1 l .00 I -LO 750 SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/l6/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FAITF.NFR NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT 9 1 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 9 i NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 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 (NOA) www.miamidadexoWeconomv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The 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 AHJ may immediately revoke, modify, or suspend the use of such product or material within theirjurisdiction. 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) 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 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. A*,4A- NOA No.: 16-0510.28 Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Categorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 1.00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/1.6" x 5" TAS 1.00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" 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 16-5/8" x 22-3/8" x 6" TAS 1.00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS 1.00(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: 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 ridge 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 11/4" 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'/o" 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 (sec 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 Expiration Date: 08/t6/21 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 seam, or snap lock, metal roof panels with a minimum 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 from 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 seams. Metal pans 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 Y? 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 1-1/2" 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. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 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 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/1-6/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOFVENT t 20,u 1 5.33 t DETAIL B 16_,10 750 SERIES LOUVERED ROOF VENT 9 B 4.91 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/t6/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT u NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 L7.J1 I15:33 DETAIL D I 93A] 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE ME NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category. Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By CAST CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813)621-4641 Ext128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard ACI 318 TMS 402 Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Year 2014 2016 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products' FL # Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FLIS8 Rio C CAC NOA 17-0821.18.odf Approved for use outside HVHZ: Yes FL1S8 R10 C CAC NOA 17-0821.19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL1S8 R10 II NOA 17-0821.18.odf FL1S8 R10 II NOA 17-0821.19.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: Bacu rtaxt Contact us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 8SO-487-1824 The State of Florida Is an AA/EC-0 employer. Coovrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall 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 8S0.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed underChapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided maybe 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 4SS, F.S., please dick IISM. Product Approval Accepts: in FM a - Credit Card Safe MIAMI-DADE I MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOIVIfC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Anvw.miamidade.Qov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPF': This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The 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 AHJ 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: (Cost -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice ofAcceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL ofthis 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 revises NOA # 14-0903.03 and consists ofthis page 1, evidence submitted pages E-1, E-2, and &3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maakar, P.E., M.S. ANNEREIRIEft IAMI AOE COUNTY A NOA No. 17-082I.18 M 1— on Date: 09/1.1/20I8 Approval Date: 09t 2017 O y l 2$/Zo f J Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`, sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets 1 through 3 of3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #I dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report onflem-al testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared byAppliedResearch Laboratories, Report No. 30404A, dated 04110103, signedand sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System'Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality Systenx Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled 'Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-t Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing Xo. LT4612, titled "Cast -Crete 4'; 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory dffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL t# 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRgpdatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. Ar -'4 Z elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMTTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of3, last revision dated 06112114, all prepared signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014 pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Depm-tment ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER - 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (REIN. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 0' Helmy A. Makar, P.E-, M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 411 • SOLID LINTEL DATA TABLE FWM[E31 GGS[t7 tf::,i ti?7i TaOt1NJ.iLi'• C. ii JF"tL.I:J mwmbi 11"Il'11L!' Jt t{If1f`(rr. M HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE . 1 { rrrrllGGg eff TOP S WA W 11M ff,WME Mf 00YIVA M D MaMKD IW MONO AM ML Q 6 MOMM or CCUPIMM "I AM "WI IQ OIMMOKD CA OOIN111[0 mWAW lug Im- rmw o0MM1 alr--c= 1LLL W. L mro0mlo ARM 1/O W AM A M M -0. Alo p a" A. tDY/q K00mID Ym 12 M]{ MUB - 1000 M AU 10 A tu AM, LM M lK104 XMM W 0M " AttlMl ARC M{D{Im K0 mm L o MXM 9rlQ% n1 A . mM r-{ ft ALL 0 DOO AM M NOW FM me0 to K 1KI OmOWmm o"a M cum - X0. 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JLIJL.F'1..Hw r ww oW a14 um nK f=11, Af1V" hamM m M&M10K1 SWI I a 1 f GENERAL NO_ fa4' t IY o d d r1w od6000 fe woos dEOD pd n p/e ttD a]Grt9ebeommb *0 NN ,110 C/G viQi mHtnam'm! rmor N15 Cto4 IOW pd males pw ASDI C270 type Y or 2) N aela bad twu bawd as mason 4 loth bMgA webb`"wWU1um`'bbha bwt 'Itedb 3) PtMM 10 mwtw b.d and Mod jdaw 4} tee temt w b edAub bfcdaa ur permt tatbe0m for pad# 40 by NPwdd tebw. NoW, 1t4a read. 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SEE SAFE LATERAL LOAD MO FOR LOAD RA101G jSti• ihl+ REI)nRCEDM NAL RILL COURSE w. 1) FEW FOR d1' LIBELS 1/ 2' CLR TYP 5 2a S REM FOR 12' UNW w140 or cR6o SAFE LOADS FOR 4" SOLID LINTELS wr- 4.-Wm GRAVITY TYPE LENGTH 4S8 Y- 6' (421 PRECAST 1180 4'- 0' (481 PRECAST 959 4'- 6' (541 PWLW 789 5'- 1Or(701 PRECAST 46D 6'- 6' (78r) PRECAST 360 7'- 6' (900 PRECAST 260 9- 4' (1T71 PRECAST 156 10'- 6'(126' PRECAST 116 12UB 4- 4--o" UPLIFT LATERAL TYPE LENGTH 4S8 4SB N- 6' (421 PRECAST 687 371 4'- 0' (481 PRECAST 597 320 4'- 6' (541 PRECAST 529 j 258 V- 10'(701 PRECAST 407 148 6'- 6' (76') PRECAST 366 118 7'- e (901 PRECAST 280 87 9'- 4' (1121 PRECAST 187 55 10'- 6'(1261 PRECAST 152 43 12F8 12F12 121`16 10) HA - Ibt Rebel s .••• ••• ; •-+ It) 6albm rid odds labw b be bald d Ue boU m d •e bad an4. IS 4 PRODl1CT1lBVtSGD BUS neomoy66++ttA iba P1m4MW16% Coo p qt' "mDaep LIL 2i/B 61` 8 8F12 61`16 t : i. r. l';•`; • Pi" r t'.'w t=k l'` f•i 4 •, • TYPE DEMONAMON (n,,y jJ,. •:• ::, • •• w• y . SJtili'"'i un o • • • • :> ; ; •' ?..n... • t t:;.l! , ,r r. Ird•Dmlmub/•-tNwm 6 D t ,.. '•''• 1- •''>' • WoM, sgut12F16- 2B/2T sr' '' t.:it 1.::::. •t. •'f'?a .• r t. • • • j.... .qI:,1 :IT IorvtsaJ J Lmmorsp .X •;, '••r ' ..;;'4;;,; ..:: ee'ala. aLDd OA N ID/ '.•t :,.r 4? !t,'L.•' • - 94 I- vr via 4S8 o ; , : 4 ;y G ' • 121`28 12F24 121`20 I atM w • - PR.ODUCf [MVIS1' ola .G4 e W a' Dso mpi rtumsS, ;' *' •; y4. n m,1)4Uo Pmdda t s "°w`•p • • •- • • • • • :'. <7 . _ % : CRAIGFN1RRIt, O U noo2"L18DYSMCR67944766 I2 r TM 6F32 6F28 6F24 6F20 •4SS;ONAL ' SSUMEi1 pR UW •r u UNIM j s6 6 ia _may sm = CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES O 1 mwr \`n . ru gm emu-14 am m JONYI NIrWO SCIU: ILM t7clbriSSd AM almg6b 6A ewo NI9q u - M 6a 4" 0dA6C6bK W412 aw I Or 3 e n m W On1 h N lN'1QNV o N Q_ iS Y N Ce_pQ1 n m N w y w O4 Zw 001 7n Obi IA m Vn I OIv Q It I•! 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N^ Wed' O O pig N n n m a n ta LCd,I'VJ OJ A g Qi8aiae 3S $ S $ /' tifiE iitIt 2 p a 1 m W J O C p yyO s O/ W a W N c W N d co F- N Q W faq 34 3 s 0 O Z_ r, C, W S S M N N mmmpp1 N N a N O 10 Nm t—pVO Q N N OIo io W TV T Y 7 T T r1 O) 1 m N O n Q K h N N 01 IA P M M O LL m N n t0 tfy 4 17 N a m In In rn a, N a In M to N rnN or0] N N N Z 2 YW i n N1•• xh S M zO 6 b a m rn mm ap m n• z Ny q fp1OD N qp O1 0 N O m e N VV tV d NaYYfV 2 3 OO. bb mNmN nn11 en Y np i"l W A N a GG j I M IAM I•DADE MTAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) tivww.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The 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 AHJ 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Panrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. 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 ofthe 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 revises NOA t# 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17-0821.19 MIAM4DAOE tAUNTY Expiration Date: OS/21/2022 Approval Date: 09/28/2017 oq / ZglZo) 7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet I of1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report onflexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculationsfor Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculationsfor Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 datedApril 1996for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195for pre -stressing strand by The Crispin Company. 3. Mill Certfed Inspection Report 920-8345 dated 11113/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25196for 93 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29196for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58A66332 dated 01/28/96for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105/96for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19.805 dated 03106/96for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103/96for #5 rebar by Birmingham Steel Corp. my A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manualfor Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manualfor Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #0I-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheet I of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 92 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables", sheets 1 & 2 of2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculationsfor Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manualfor Pre -stressed Products dated 2002. t/, 4. Atz,,- e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January.18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. etmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and RegulatoryAffairs. E. MATERIAL.. CERTIFICATION 1. None. F. OTHER 1. Letterfrom Cast -Crete Corporation, dated 0210312012, signed andsealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision datedJune 12, 2014, signed and sealed by Craig Parrino, P. E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculationsfor High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. - By Miami -Dade County Department ofRegulatory andEconomic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. k1-1111 d A=:Zz, C Aelmy A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (REA). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report onflexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTMS-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. n 4 - Al-.i Cffeitny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBNHTTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. jKlinj A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 l. AS''-Cde HIGH RE7' STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRODUCrR6VISCD oeOOlPlyiO@oiG, Oi0FIoiWi TR0OU17rR10XWZD BMmld td14OM F1\IIdI TOIDOIOZ B B CI PRCMUL rRE1rM dy lyl/Nw.l77to W.•.l W_Ifptr„ IT V/ 1, .tern Wlel L14OMn r nreAn OOr Iwm r w,mlle.re u.uurti _ -v 7/32'0 8A STIRRUPS TYPE "A" STIRRUPS + TYPE "0' STIRRUPS Y n 7L320 M1 S[uu[s' 1" 6 1 - B STIRRUP DF_TAI seal. LSSTIRURI _ PLSu i"sR" PRESTRESSED U-LINTEL j1TTT' itL7itli:ill il I I If:I!t:l'fI;IRIr.Li:11t''.'J1] r777'')) I.Y3L•or YYC:>F3u7_ se" mvtia"+UCmvE` n[=A[itv QfA" RanoUetminW010v1MEPAtr.JA fIGY[: uv&AEUD1LIND l'i f76t117[I]C!(a16 0 Fir. vilWliG'JULN m CZj 2CM Z2m 8" PRECAST W1 2" RECESS DOOR U-LINTEL DATA TABLE r,;, We.ir}•Ji11+tiI7 l i/i rDMiiJi\'{Yl:l u':1'r;ir I L] 1`. V_Yf•ir.•?:Fifi\Y.YI•Ti ff;m4 S} lr2Q? I7®C A1 i4!DLLTE1dL7C 1JO IGN Jl7CLr:S:s7<L:M[LLLrJT,4' F]QL•LR:/d\Lo R c oe',a se!r[ez ttar ca.1!ts.7y'tic: ilt rya 1 iF'[lC]11I i,1JL`J J"1',firtltYi:l>rG dt ic r[3cJuclrR sf rstaruc3 In.s ^r:![rtr cr u[ pCJf1C' J CIiR t`Il>t'-ZJR.tiG!'[tl OaLi1i911t1• R r,Marcu9 TynriLMI _l'"3.TR.'", F iL2 . c a',Mr, ff, a tocir 1h' A• , mo •\• Ra1vA >u M 5r qI Danup" pff-n I WMftrW 1= tAd O WatATMW U= J M pow MW A oYl 7. 15 TA 11 2 ost ,re Tr+. m I.JIw WtMin\OIMO G A PRcresT Il-LINTEL DATA TAI Rf+ Tt 71111j{, 1 ti jj1. Y?7r L•::FG WG.t•RG:98 i11 1!;6!CI iY.C.L" I\Y IJ.Wititai•\\a f hh,,11 Ersiam® r l il E C/] acrrsma: lr rl anrvt[>r L1Ri)• Ia' R sTs cz-fim,+ 17 a Vc:] is a[R)<! rsctil r iatx;ta.::1 oc;a>•ms sc'Ait71u 7[ Ti 1'f f2TdL'iADLZ _I]iCIL1 t f] QSi[•Z•7ES I2Lli!' fdti[J:lL f1C'F i R' aII[f+R]©EiL!J iPL"Jf21 C,SJi3 t' i[ IC's[[•ti•TJL1 ffl:s-i'[i1 iR r:II; ^.J mCif1 O r> rct iV r7[[1 1 rr:L c au>c ar azol' RIC, i R71E78[Y! ti81..7[FSCi Ei3IR I1ll II gfA11T W ADON a M W= WR MWKW AFMOYAL O D MOISQIm n CO MIV WA Ala "M a IIVRPruu1 OR I1UXWJ D WMW 71IC palm MM Comma Or 431mOlb M m[1 I. lrA WM0'$tM; 7/32 WM AIDS Alfa A. ri S. am w "M MOMwI of 1111"W" Alm rS WmAI OIWl l0 AIM Mrb•J/It" OWDO Is ONWO IW10 MIX WK W M "M tff-IGAWmN PIS.tllWK Om OFfill Itowal p "old No MUM[ SWAMP AWV MIL 10. Of I WW117 • r. WIM 7ML L coMgal WIWIR70U. fo • IWO M rot r 90IWm CAOI MOM IIOOI ! IIPmIrs rIa M rot ALL L W PWAMI OrM ftWn Wr 1`111W M ANT 0 aUP11'. nteATr . R1m1 unasatm. Of cow= MAT u USED a Y01 a OaIL nsntnI011ee . 470 Ir. Of rUnSE O UIrM A011oW.m C Oi L t7wMlim_fi7gml pWinlvac TO tom LWWW Alm 1w1Ps rmels Et4& • PRODUCTRCVI9'D Wan ( a\aglco" o0001IP1eA4 Ad EO ': Ibt1UAm° rG q . CRAIGPAI*M py 10 • R: VD.- j\\ SkFFNER. FL 3M. OAAA MAL Nr`\ R..P.E.UC.N0.44765 CAST—CRETE 8" LINTEL FABRICATION DETAILS mry f nA nc eno 9u oDehAST A. PRPRTRERRED LI. Jt1TELa 1cw-g <,Rvw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 ets 4eW-11 eflt-01 9i7S-lo at19-m no-tA UZD-03 AF70-19 M24-0 IRr1A W28-0 111110-49 Sroe Anx-t9 42 PRECAST 231 3009 370 6163 mm am 1502 Iml 30M 4M pU 750 6174 10394 IIIAO 4'-0' 4B PRECAST 1966 26n MI 3010 4M19At M5107 2993 4M 113 7547 6274 m" IIng 4'-0' (547 • PRL 1SB9 1K1 2110 203t 3753 45n Mw OM 230 4375 6113 750 It02 10214 IM 5 -4" 64 PRECAST7 1217 1349 1430 1919 2SI0 3123 3682 424 IOU 7517 2 0I33 101 5-10" 07 PREGST 1D82 1103 2M 2S49 30 3470 145I 63. 7101 MU 6'-6" (781 PRECAST 205 1239Sell 3707 4303 on 1231 knot SDI MM 1039 8123 7-fY (9D7 pRECASi 7u IOIt 22m tug 3191 3165 Ion n" 601 N61 04n 9'-4' (1127 PRECAST rr 699 2514 34p 2418 3302 762 1 1243 1 1OMO 2564 3483 4701d p10 10-6"(126 PEW 475 MM 120 Nff IM 2103 2636 143 1 Io.4 I t533 2093 MI 3643Av 47A1 tu 11'-4'{1367 PRECAST 362 AA2 Otl UN f846 2423 3122 400s 52 1 04S 1 130 1619 20 3122 400 It-0'/144q PRECJSTl / 337 p3 tm 16" 2193 1605 3STt 540 573 1254 1601 2123 2M 3532 13 -4' 1 PRECAST 288 Ill 765 1073 UM I= 2311 2503 471 1 M 1015 1423 IAN I DIE 23ct 14'-0' I PRECAST 279 424 7p t002 1.12A 16R 2127 200 442 70S 0002 130 16s7 1 2127 2430 14'-8' (17.+ PRESIflESSEOJ N R NR I01 0R MR NO I MR N9 451 713 13" I= 2245 1 2517 1712 15'-4'(18V) PRESIRESsm NR. wt m MR In NR IW MA 4" 710 1 1250 I733 2m5 1 2110 a23 t7'-4'(2081 PRESTRMA N.R. 61 111 KA WIN MR M. 540 250 1328 109 INN 1 2M t9'-0(23n PRES112ESSED N.R. IO Ist MR 9R Na I NR I 1w 235 42D 700 IOU 12m 1316 1711 21'-4'(255j ME51RTSSLU NR MR IR M 40 M5B 1114 I3H uN 22'-e(204") PRESIRESSTO NA, tt4 IIIq9=t 1® tJD0 701 IOQ 1205 0 24-0"(2Be)PRESTR[SSED NR, 29 In25 NA1RMR 129 230 Al45D IS4 304 1092 12a SAFELAWIMLOADSFOR 1SLOeln 1IJ iLRff1 Y SAFPLFOAD LENGTH TYPE BUS I BF8 RCMU 3'-C (42)• PRECAST 1025 1024 1598 4'-0' (48') PRECAST 786 763 1309 4!-4* ,(541 PRECAST 592 591 1073 3'4(041 PRECAST 411 411 745 5'-10'(701 PRECAST 340 339 616 6'-8' (781 PRECAST 507 721 490 7-6' (90) PRECAST 424 534 363 9'-4' (1121 MAST 326.1 512 230 10'-C(12*PRECISt 284 401 1BO 11'-e(136)PR8AST 260 452 154 12W(1441PRECAM 244 402 137 13'-4' (1601 PRECAST 217 324 110 14'-e(1681 PWAST 205 293 100 14'-8' (176') PRESTRESSm N.R. 284 91 15-4'(164') PRESROSN N.R. 259 83 174(208r) PRESUME N.R. 194 64 19'-4'(23*MSTREM N.% 148 52 21'-4'(25n PRESTR Et N.R. 125 42 22'-O'(2041 PIRIMEME0 N.R. 11e 40 24'-0' (2 n PRESTRESSED N.R. 91 33 a= Itm fen I nena enR Ae PRECASTA PRE9TRESRED U-LINTELS 4 A- CRR219' SAFE LOAD - POUNDS PERLINEAR FOOT TYPE LENGTH s -rt Atha n z- ) IVU-a nrtt ne-2t lr lfm-a M-It V14-11 II12h111 a7b31` 5F32-1r ti>Z-2f 42 PfSGST 15S! 2M24 U!4 SM4M711D1 150 2115 M4 43% SM 6132 7m1 48 PRECAST 1310 235 30t0 3p5 5726 WO lap 27m 3050 3015 45M SM 607I 4'-6' (541 MOW 1797 2M 2707 337s 4711 6379 12D7 2D40 2M 3A5 4043 4711 sm 5-4" 647 PkBAST lots I 22» MIS MOO 316 45V 101A 1715 1 2D0 1 2105 3390 3101 45n b'-10'(70, PRECAST 1m W 2S9s 310I 4133 919 1e97 1 20M 1 M3 307 3620 I M 6'-0' (781 PRE01ST an oft4 M&Aj 2319 Mlod 37 q6 1407 1660 1 23" gm I 3711 7'-6' (90") PRECAST M1 I824 2pS 24N 210 3228 737 129 1104 5 2420 1 25a 37211 9'-4" (112% PRECAST 591 70 IMU74 1A15 2157 250D 51) m 1316 1003 1 10H 1 2204 11% 10'-f1 (126 PRECAST mo 6 D 0 111101 1491 036 2011 319 p5 Ip0 Im J Imad 2m me 11'-4"(136' PRk14151 414 604 IN 1W7 fa tsl3 IM 424 sm 104 1373 A 1143 d 1015191 21p 12'-0'(1447 pRECASF UO 450 n4 AD It 1360 I5B 470 m 940 W 1302 M 1518MI 2075 13'-4' 160 PRECAST L10 MO 607 765 I64 1143 Mn 421 - 400 700 14 1119 45A 1 IWCW 14' d 1687 PRECAST 384 u 354 m 610 iml 724 J A59 1054rA 1220 410 425 717 W 10111A 135D n I502 1107 14'-8"(t76? PRESTRE$$ED 239 MO 2 123 WA III 440 395 MUNI WWI Im 018ad 1134 1S'-i'(184 PRESIRESSFD 214m 313 311 4N twi AIA m md 900 bd I 7 1 pt bd 1460 IOA loge 17'-4'(2087 PICTREMED 192 306 Oo5 740 I 1a1 1473 19'-4'(232 PRESIRE D tm 4 647 617 747 In 210 U0 so ad 141. 1059a 217 21'4 (256') P11fSTRESSED 142 2a 301 393 450 666 655 142 2Il 373 517 nl 205 Do 22'-D' (264-) PFEMESSED 137 117 21S 310 462 546 no 132 223 SSA 13 IMA Do! no 24'-D'(21W)PRESTRESSED 124 170 2W 3 10 607 114 2D2 Ste 455 so 7T 076 71E N1,1118ER5 IN PAREIMM ARE PQt(W REDUCTIONS FOR OWE 40 SEE CD4ERAL NOTE NO, 18 ON SIM 3 OF 3- 1) 1 FIELD ADDED REBA1t. SEE CEMEM NOTE NO. 4 ON SIO'ET 3 OF 3 7AOWCTRt W93 14 PRODUCT REVISEDmmapl7Wa.veoyhV with No Flofido w4fL moPIQ1Rt g,o y,y ysMtAo,4skdd9tlete Duudiggco a av Deft, 2 o22i•/r o2i A02 2 hiiaW CbnDol gy I uro4f UnTIM - qurrT 3 DDIPby3 OEI6ERAL NOIE N0. 4 ON SIM 3 OF 3. r80DUC1"MilD W)44pwOhllwl7oMdn • It E CRAIGPAFAM flfdy6s24CMy R 11vV, . •6\ P Safm FL 3204FLPF.LIC.N0.4475 Ul/I• CRETE 8" LINTEL FABRICATION DETAILS CAFE r;RAVITY DADS FOR 6" PRECAST V.1 r RECESS DOUR 114JWMLS M_1 Mvd SAFE LOAD - POUNDS PER UNEARFOOT TYPE LENGTH I1U6 6D1e•40 NFl twl gene41 SON-oD 91KID- elx6-Ie 17w-ts OfWt wrle-I 02-1 mx>t-le eano-1 4'-4' (521 PRECAST 16J5 1749 3765 alto 4319 542t Ow 75O 1e91 6% 4206 W9 0090 0479 10693 4'-e (541 PRECAST 1494 299E 6904 17! JW9 6,, e0, W697 5'-6° (68' PRECAST 866 9m I770 1716 2177 1339 3402 3960 1107 1 201 4567 OW a 7017to 9311od 5'-to°poi PRECAST Bto M 1i00 2124 saw 3174 J7ao tI17 2J12 4242 8939 7d2m amod PEW 797 ao1 4e23 31m sae 71 5445 73M 901 te7S Jlm 601E 7915 ea9 1 7-C (901 PRECJ ST 869 79 N10 1 2459 ma 3743 7239 b123 755 149D 2459 me 5743 1 9 -D° (11B' PRECAST 411 4 D99 INS U53 3129 4091 3146 61e I S" 1 1500 22M 3121 4150 6091 n 111E HUIIBFAS W PMFMNESIS ARE PERCENT REDUCI M FOR GRADE 40F11DAMDREMSEECOALNOTENo. 4 SAFE LATERAL LOADS FOR nn0n•[Hd9•r oef!N9 hnno 11.1 WTM A SAPLF LENGTHTYPE BRU6 8RF6 RCMU 4'-4t (521 ME= 758 757 1164 4'-6' (54' PRECAST 694 693 1073 5'-B° (so PRECAST 408 407 655 5'-W (70') PRECAST 382 381 616 6'-8- (1101 PREOLST 595 788 464 7'-S. (9n ROAST 509 874 363 9'-8° (1161 PRECAST 370 490 214 SEE CENTRM )M 16 SAFE UPLIFT LOADS FOR R" PRECAST W12" RECESS DOOR U•LINTELS 4w1r40411ro SAFE LOAD - POUNDS PER UNEAR FOOT TYPE LENGTH elite-n off loall an axEle-I t1 eRFTe- Wo-n MO-n o- Nn4- mDo- elm:- ORF21- La30- 4'-4 ey1 PREGIST5 / 03 IM 2M 3036 nSt 444S ONO e0S INS 2362 30Se 3751 4445 5140 4-6, (S47 pREfgS W7604 2172 2032 3607 4275 4943 On 1604 2222 2939 3607 42» 4943 5'-8° (66°) PRECAST 1 W232e U34 33U 3911 annS rM 1»7 7316 2454 33e2 3911 5'-lor(7n PRECAST as 1207 1746. 2251 a 2n.) 325t 27e9 655 ten 1 1746 2259 1 r7n 1 W 2799 S7o 1429 20 332e 7'-b° (90) PRFJiLST 506 21l0 26n 2066 su2TaM1364 tan ass9'-B' 116°) PRECAST 395 . 1059 21mJ0ofm1e2»I 1) THE NIRdBOM IN PMD71NE95 ARE PERMW REDUCTIONS FOR GRADE 40 nLLD ADDED RMM SEE G171F;11A1 HOM NO. 4 GENERAL NOTEg TYPE OESIGNATION 016aaeal 'q sas v1i4.•'4 ymvo9. "SO&* d 01 adb d.meaet. Cp Iatypt11 Dd.1-4000pa F-AM=QM/U-WiM Ont e- w31 0 so. !!aa i° °'o"rs m1 131 cow)" ad A_ ewd =h_1,,ai, 4r,.Pa'ar pd :: 4 1Slfl @f9 EF,2 l iSe F r of ecar'O t / 1 Irmo IQ UrA.b MSd d••Id "moo flWflle Wc y1tlF•e • r .° 141101.64 »la L•b,1a 1 Ie ,i 8F16-1B/1Tc . A c gm « 9 A.e .w1d w + aloe h.&.0 w s 10 ' 2) /e ad• Md 4aaRrn 4 SII4 We4a 1000 d. btor" M•4 2„ um Ar6 a I 149 In rtla wows ad sW% ib or.11d wI• mg 9,rw te0+mn I3RWAt 3) pa"M ww bd god vid. 17) s k M& w .Fwbp d do" %.& J: a lei.V) 9w 4) if[ nn1. M I•n•7erb U&dn la nett teem n N ' ... r ph 40 mi ." Aw. M Iq 9eM w•M b11e n n6a•d eldp anlf• 9n 4l1 630 .o+ A0 31• ! 1-1/1 tIGN ilmltl 7 Cda au-u •-I.d . N7: a u+ w.l ww • 1« . apnp an b •N1Mra w bP°9deLd yr/ 1 MrtW N A b601 M rideRO .Aura moary nil OAN) don Om t•a1e F •, w: : t : • UlLL PnoDucrRa ltiD •:+ eaw> rwft` —." d kw Melds w lwar aloftomm r s nan mK Pima. ,r , ,, • 1. " =- b 9nr• Ia a bw as 1q•N -O Z.2 Ji .:. ::J . ? • L ,. • . 0n 17 1•L. AIDE b. si6+'•S•: Mf 116 IS nbra S 177[a 2 ' , m-1500pd '.± IS IIE>M AT 1011911 qb r/dMd-ad a19W d aefA.m lb mmnu l Dr ' . • or UIaD (IA11Y 1 SEE SAFE 110 K LOAD W/•r •Y+edO d.omme •• UMM FOR LOAD RA7xA 8 2 • .• r[t • 41t4• PRODUC7•ItnVIS1U L - mm 1` 9PM0[9WINAOIIxOfl y b laat,nu a•! .•Yeb ealwanMa Mas 6q• W .I• Mao tgbe 9 FOR EACH Rroy1 ,...0. .... m mmdl'b8 utiallEe Fleri (FARO e:madeal,::evW i usM" saro141 as m.r d d aV Irm w '•"'.: FlRL COMEcOOTC pR ++ Q`C•.• EN ' O -&aroiris 13.d. e T 91qxlt - xd Mad Dsw rRaDucrlmvlsm7 11) hum few aiad'adar b N M.ld d w au= d w 1•Ia cwnp 1/2• ClR TV :* • ( 13 REBM "ding00, •Plmlde 0 44 2dL2 nN1 4H015•Pl•aIa• OR40 a BReD plW4b-• o! Ao. M 5 T TjF'G' +C OMPAMHO 0 ""-++a•l4S I ccr*6 i' : O R 1 \ + 69A4 CR 679 ra:u Tao,.7}ra:rsin:e>999>_i r F r: = 111--, M DETAILS! a:raatrirariuIa:1-1>• aii-ir1; cr zrc> _ t iMIr2Sa9i/iT a r.IIIa i/F1r7[re 1I.• i.[Nf:lr'[1 :r ail L,iai: I:YbYY I_• - OEMIA,M MADE MIAMI-DADE COUNTY o PRODUCT CQNTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DrVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) iv%vw.miamidade.eov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The 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 AIU (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 AHJ 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 High Velocity Hurricane Zone ofthe Florida Building Code. DESCRIPTION: ( Cast -Crete) 411,611 & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet L of 1, prepared by Craig Pan-ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" do 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice ofAcceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. 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 ofthis 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 ofthis 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 thejob site at the request ofthe Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIA I FADE COUNTY D NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 0 / Z $/Z0 J7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables"' sheets I through 3 of3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed andsealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Penrino, P.E. 2. Calculationsfor Cast -Crete Lintels, dated 05129103, 140pages, prepared by Craig Parrino, P.E. signed and sealed by Craig Parrino, P,E. D. NA,TERIAL CERTIFICATION: 1. Quality System'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manualfor Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 0"320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables". sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed andsealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miaml-Dade County Department ofPermitting, Environment, andRegulatoryAffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resow-ces (RER). E. MATERIAL CERTIFICATIONS 1. None. Y. / v elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E- 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and PrestressedLintel Details", sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables". sheets 1 through 3 of3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. lielmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 9 rrr `I• Amm fl T`®® HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 4" SOLID LINTEL DATA TABLE l[37FLT S7' iiir>ti rur eJr.: LA i sIN tltt!xuta 9"ard Uffli 1 tR'71U1x>E IaQ rrf LiUI Lt1,'Sr! fL1 iI7cSi IfliSi_n.'1 z-7 A" PRECAST U-LINTEL DATA TABLE ELi JSlfiwi- EgNC L10 Ir aua r:a L!.octav®.rc mno r3avr_ureJl:u::.Ioacyv rlecYe'a i no ryr r'i.s:'straavn>t.nrla-alvJ.rttto C1 fTI1• rl!L'_`.1rary snrl!.Y ram rJ t sGCLr'r1a f 7![.n 7 E artuL:.lfdr9 t71S+.Y L',L7 rav O, rma rz»nt.,,,,,,r'taa Eaves ttrau mn E7ca r u.ure rrgrti r2L'_: a t7Si ttttl'7 ma•sr n r tu!zl ma -a rJ>,.'.irt rr arm rs'trym rUr.rs.ltra rt1L!'z.trl-asz ta rr rz t©r> n r u:ts v= R rrraIIt3F7r[J>L=1mC1 rS fiSilc-AOEMtreyosr,>,r;earri! nmrrr>,.v D',iae ii-i Ii'[11. i'IOff Vi vr-ir ra ii r. >r r.: i.i I• h:, t" a a, Iu:tllJ iiA I+Ja.:", tt L ECi LC1 tttiJ r>7 ®vm n to raa-,artuItT}7ramrF1's_^.Irai srv[z>.. n o eie Irn a..r r veeia.ua rtAua:au,=awesL:.lI I'JLlsf1 tiCSl 'i[Y Sd [:.:1:IlL::Jar11.:i.:JIJ IiVt.fJ.:r.fF1CSfaG/Jts! r anevr<c.i,.•ru r u::r1.c•rl za.n Ic.i^Imnnrs rr_AAra-r+an n.frf2: fear.irAcrn nenrrrR Ci'SECS:rJ1:1 ftilt::JEPfr I27J1 :10GSi O 0 m 'B' TYPE 'A' VBI i1II rIIrIQiArr sIn.ATwI If PRWAM rm FNM= APPIML o m gC1CR9 ry mlllMtli Mu AND CAMM Q IIUIm um an omfoutw raallltt vIi fIMI mITrM 00M am -am US& M L Im ORWu ITIG. T/LC Iu A= Asia K 01. Am A IOm A IIRfRI ITCOINr. I An If WM Law • two f9 Mwt w AUM )AM \ MM IW Wi" MOM W mwtl @MMD AU w.IOw SIWW i tm= IIOpMA 6 . woe fO w1 ALL 1 IIILL Am u Im ffml CAM M a lw IOWDWM Min wl MUM - m Ir IMtAVANIorre . ww OD MR om .Ifw COOT!. 1, fu IC I{m CM FA W = kvm Illelt 3. Kllml CIO OWL K M Mil /n mO W K /uw lom Od 1 /CNm rmw DM Wk m. I AN .1 O= MW A"M OIIfM .mI ft" PRODUCT RSViSCD m ceo.yllm 1111 OmflaioGCENO'•. QW&SCM6 r e„or--0821. 0. 4 ' U T>< 0,"' locoinneFlutaa Ellamul r C tzloZoJB O R 10 .` 8324 CR 679 i '/ pNAj rGl p•' SUFNM R 33584 MFJeNER PRECAST AND PRESTRESSED LINTEL DETAILS V VSL7 W ILL( -- Cg v, /Wll Ii: IORi i11WA !l'JIGp OmIM A . eIm lh. team Ie ne Tartu rs. mA'1910 IDltlf S®. 1 0! 1 FERAL N41> 3 ro 4* rt t E d Hd QODO Famnraele °'° mob, I Oo"d ae0:9R°e fir• nd ama MW bpeYa3 M wlo b•d loan bmd a mbiamm 4 loch nordbd bmcrq. jl"¢ m1 bd19VMI v a" a 1/1 lod,m rv0lat 3) PWAM be males bad and bend 4) 7M mvaba b pamiMab lofieda w peaead ledocew for pale40bwadardrdwFaomsec :% ti><t,da.a:etam i iui e°j *1 n p 142eoe5) As lush awl or acad daRKG,e J odd "a • 17H1 t -4' a bow aueb of woad 1/130 ddkctlo • O, de 6cm :Td w dwfla"dbo 0) Seen fad bkb m r•7d4 1) 4' add teeth to be botaoed ./ 4• •mwrom bodnaodd end e' d'mmamveaeml mod mmpy aaae)oalrVdIMwatlme) ` mmd m wddWo manmtt ad ibaad d-oavfrent ibatY 12) rxem bh e11WasemmowfadwWd mNodn 5-1 ' Wq nelrl•. d Ib •eA b t3) n. •Iwda auloee auft d 6ddo Mdat .. cola a vatb dd iwre 0 oodi9 d dmo appted • •mrdso .ih 0 ate aiM•d •••So0. 14) bbeft ai•ak be damdt forpow Wit/ maagaid5a. w ApAw vaged he + / NI Yrheeld loads t.0Safe wi6al toedSdadaeldladt5) to womb add beipbb ant &WM me wb bd loom earl low bd/d dodo. 14 For &W bogdo mt stow ba .ale mad hamawl lw*A twee, An& 17) ]ode bade e• upamyead a mWb merle. Ill) Sob boob baud w a•eoed dedph emade Pw AO WO ad AO 31L le) Aembw loud bad epeeAy ao w teme0 y w ded a W prwldbp addibd Wwadrnnoeb maawry mbweaneu4AdSudrddMensN•" ;>. SEE SAFE U1M LM USM FOR LOAD RATM FOR FAW AoolitM f0 ( R 1 I; r`7 v;a.tFr COURSEr.., n•. 1, CutT1P 15RMARFOR a LWW 2) 15 REM FOR12UNTFLSn: { CR40 or GM SAFE LOADS FOR 4" SOLID LINTELS 4 "14mfmr GRAVITY TYPE LENGTH 4S8 3'-6' ( 421 PRECAST 1180 4'-0' (481 PRECAST 959 4'-r (547 PRECAST 789 5'-10'(701 PRECAST 460 6'-6' (781 PRECAST 360 7'-6- (201 PRECAST 260 9'-4' (1121 PRECAST 156 10'•-V (126-) PRECAST 116 12U8 Cw> Affm UPUFT LATERAL TYPE LENGTH 4S8 4S8 3'- 6' ( 421 PRECAST 687 371 4'-0• (481 PRECAST 597 320 4'-6' (54' PRECAST 529 268 5'-10' (70' PRECAST 407 148 6'-6' (78 PRECAST 368 118 Y-6' (901 PRECAST 280 87 9'-4' (1121 PRECAST 187 55 10'-6-(126' PRECAST 152 43 12F8 12F12 121`16 to) mA • Nd Rew It) uhm (w amw mbar to w bmud at w betbm d w bid cwtf. `:~ {:;• +•• • ;•, y •'f MODUM ISM BU8 6F6 61` 12 61`18 1 • • • i ' y v . 5,•> • ' • • Aden p lam Tlo1.0 . Zl. l8nnnn :! • : rtr:••:.:.. TYPE 11ES1GNAT10N _ , '•: _. . a—r. mum maau/d. waam 87 1 1 'a '.••-}it '•r {? '• in ,. r''= `1 '• c: eoRw / Icy aea7 ,i ^ Y +e• 12F16--2B/2T E. :1}:; :. t.a. '- t.J•;. ,,:, ;" won UN tam MDod INaRr • •. M1j e. i ' . +, i.!: i 9,.. h-yrao• • `.':' ' Cj5 ;'• )`' iir/;+a vi•''•. • . :t.• . a.',T ,1 p, ,•• r rar,I • w • • ' • • 4S8 rt;.• G . s y { ' ;• r .4. w: ! 3 •• 121` 28 12F24 12F20 cal MF X IT d • Li pl maam um " S, ' ' * • : * DWIa4t pioado PJaida IVa 4. • sT • IwamNUMMS°• . `CRAIG PARflWO Aa« rwame No d - o 11 !"Munipeep • • • • • • • • , .,BtmlmUah D• to e C trltaewlottnll . RIO,•'. 8324CA579 8 6F32 6F28 6F24 6F20 os' S+,"N G.` Rstl B' d a ia«. !\/(/ `'''"'j'. o'. 1111>, CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 0 1 ` mr / , " ru umb 3Desus-14 CLLEtto eT WID w Pt - Ate. K0. 401e olAielP. ND. U/e12 SIRD IOr 3 RARE ARAVITY LOADS FOR V PRECAST L4LIWELS 4~N4MI a SAFE LOAD • POUNDS PER LINEAR FOOT TYPE LENGTH 60 bF8-18 6F12-1 6FIS-10 U20-10 6T34-1B 6F28-IB6F32-10 S-6- (421 PRECAST 2332 2676 3392 5050 1 6148 7227 8297 9357 4'-0' (451 PRECAST 2025 2313 3892 5050 6148 7277 SM 9357 4'-6' (541 PRECAST 1654 197 3633 5950 6148 7227 B297 9357 5'-10'(701 PRECAST ' 1067 1260 2198 3557 5734 7227 8297 8225 6'-6- (781 PRECAST 249 1078 1831 28SD 4328 6737 8287 9357 7'-6' (901 PRECAST 779 883 1459 2108 3151 4524 6654 9357 9'-4' (112') PRECAST 584 660 1056 1523 2054 2795 3731 5017 10'-6'(126' PRECAST 503 566 895 1270 1706 2236 2B98 3747 11'-4'(136") PRECAST 457 513 805 1133 1507 1952 2492 3163 12--O'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2806 13--4'(1601 PRECAST 373 417 646 895 1170 1483 1852 2285 14--O'(16BI PRECAST 351 392 6D5 835 1087 1373 1703 2087 17'-4'(2081 PRECAST M.R. 299 4! 620 794 989 1198 1437 THE MUM IN PARENTHESIS ARE PERCENT RET)ilCT10RS FOR GRADE 40 FIELD ADDED REHAR. SEE GENERAL NOTE NO. 4 r I SEE GENERAL NOTES - SHEET 1 OF 3 ca . l- r7Nq SAFE LATERAL LOADS CAD An bocd-AOT 1U BuTn R 448"4,o u SAFE LOAD PLF TYPE LENGTH BU8 BFe RCMU 3'-6' (421 PRECAST 567 1055 596 4-- 0- (48l PRECAST 487 787 445 4--6' (541 PRECAST 416 609 344 5'-10'(701 PRECAST 30D 350 198 6'-6' (781 PRECAST 263 496 157 7'-6' (901 PRECAST 222 367 116 9--4- (1121 PRECAST 173 352 74 10'-6-(1281 PRECAST 151 276 58 11'-4-(1361 PRECAST 139 311 49 12'-O'(1441 PRECAST 131 277 44 13'-4-(160') PRECAST 117 223 35 14--O'(ISn PRECAVI 111 202 32 17'-4'(20n PRESTRESSED N.R. 130 21 SEE GDf.RAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS WT.4,WM SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6T6-Ii 6F12-11 6F16-11 00-17 6F24-IT 6F28-1T 6F32-11 3'-6' (421 PRECAST 1412 2074 1 2715 3350 3997 1 4638 5279 4'-0' (401 PRECAST 1225 1800 2357 2913 3470 4027 4563 4--6' (541 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10'(701 PRECAST 831 1222 160D 1979 2357 2736 3114 V-6' (787 PRECAST 723 1097 14370 1777 2117 2457 2797 7--6- (901 PRECAST 648 863. In. 1544 a 1840.12135. 2431 9--4- (112-) PRECAST 575 57144 980 1252 1492 1732 1972 tm 10'-S'(1281 PRECAST 514 1 462. 787 1121 133 A 1551 1766 11'-4'(1361 PRECAST 474 404 to 685 985 1213to 1442 1645 IT-O'(1441 PRECAST 454 u 367 619 888 1093 1299 150619 13'-4'(160') PRECAST 402 M 3013 516 736 111 9D6 ID76 1247 IN 14--O'(1661 PRECAST 36Ets 285m 475In 677 832 989 1145 to 17--412081 PRECAST 253 208 338 aj 476 t, 555 693 803 Q) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FDR CRADE 40 FIELD ADDED MAR. SEE GENERAL NOTE N0. 4 9R0Dl1C1' RRVISM swwf%eg! Code dmFtatda D 0/ md D yt = Bilynyp beFloridaq. 4: I`•` OR 579 tanvwONALEaG` 6324 anot a$ FNFRR 93680 R. P.E.tIC.N0.44756 1-mCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAE FD1 XM OMSS-14 1 CUMM M am AIWUD I mm ILIX SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4 "T_C/Af" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12UB 1218-2912F12-2912F1642F20-29IM4-28IV28-29IN32-20 3'-6' (42' PRECAST U28 5000 SW 7619 9352 11060 12755 14438 4'-0' (48' PRECAST 2923 4232 58M 7619 9352 11060 12755 14438 4'-6' (541 PRECAST 2396 3464 5304 7819 11352 11060 12755 14438 5'-10'(701 PRECAST 1612 2320 3218 5234 8487. 11060 12755 I443qJ 6'-6' (781 PRECAST 1383 19M 2079 4196 6421 10032 12755 144 7'-6' (90O PRECAST 113E 1628 2131 3218 4676 6756 9783 13521( V-4- (1121 PRECAST 795 1216 1535 2230 3083 4107 5593 7 10'-8'(126') PRECAST 614 1043 1295 1853 2516 3323 4334 5632 11'-4' (1361 PRECAST 518 945 1162 1649 2216 2893 3719 4748 12'-O'(1441 PRECAST 456 878 1073 1513 20M 2817 3333 4206 13'-4'(1601 PRECAST 359 767 a 928 1294 1709 2188 2743 3409 14'-O'(1661 PRECAST 321 7200 665 1204 1584 2017 2451 3106 17 -4" (2087 PRECAST NA 4514 631 881 1111 1428D 1750 2102 19'+4'(2327 PRECAST NA 343 477, 700 925 1112 I-Wo 1601 j) na xw = of rsm wm mm euwa Kamm m 9M 40 E1D MOM KWK SEE CMA )OIE R0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wA 2" RECESS DOOR U-LINTELS 4 MM-4m f SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE I= 12NO-20 010,20 1NE11- 1LSI8-I 12RF71- INB20- URF 4'-4' (521 PRECAST 2538 2942 5469 7564 9640 11669 13679 15M 4'-8' (54') PRECAST 2319 2740 5468 7584 9640 11669 13870 15679 5'-8' (681 PRECAST 1347 1841 3555 6395 9640 11669 13679 15S7% 5'-10'(701 PRECAST 1259 1758 3361 5954 9358 11669 13679 15 6'-8- (801 PRECAST 924 1430 1 2633 4415 4 1 1257.1, 14 7'-6' (901 PRECAST 703 1203 2157 3494 15259 1 7922 96 11 9'-e (118' PRECAST 389 B43 114514 2137 132034 4427,j 5417 6380 F) WK 40 ftMWSMWft SINXMISIS X 1DR4r-- FnRt 49-°OFf[ AST IIJ.D 7l9 8A PLF D LENGTH TYPE 12US 12FB RCMU 3'-6' (42' PRECAST 1295 4841 393a. 4'-0' (0' PRECAST 1295 4841 299 4'-6' (34' PRECAST 1049 3922 2417 5'-10'(707 PRECAST 681 2547 155 6'-6- (781 PRECAST 579 2187 12 7-8' (90r) PRECAST 474 177) 914 9'-4- (1121 PRECAST 355 1326 58 10'-6"(126") PRECAST 306 1143 45400 11'-4' (136') PRECAST 278 1041 38 12'-O'(1441 PRECAST 260 971 34 13'-4-(1607 PRECAST 229 857 278 14'-T(168') PRECAST 216 809 251 17'-4'(2081 PRESTRESSED N.R. 833 16 19'-4'(2321 PRESTRESSED N.R. 534 130D au. VV.uw. VIL I" SAFE LATERAL LOADS FOR 4'-4' (521 PRECAST 4'-B". (54' PRECAST 5'-8' (6n PRECAST 5'-)or(70' PRECAST 6'-8" (80") PRECAST 7'-' (901 PRECAST 9'- 8" (I IS') PRECAST PRODU4TRg 811 VEaids and " 0122/./Q B SEE GENERAL NOTESWZWM DP SHEET 1 Of 3SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS Cmm.4afm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12F8-21 IV12- 2t 12FIS-21 JV21S-21 12124-11 21 2F32-21 2V-6' (42p) PRECAST 2752 4287 5613 6938 0264 9589 10915 4'-0' (481 PRECAST 230 3721 4872 6023 7174 8325 2477 4'-6' (541 PRECAST 2113 3291 4310 5326 6347 7365 8384 5'-10'(70) PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6' (781 PRECAST 1444 22 2972 3675 5784 7'-6' (901 PRECAST 1267D 1787 3194 3028 B'-4' (112 j PRECAST 1028 1171.2006 2590 t432 4079 10'-8"(126) PRECAST 920 947 1612 2281 3653 II'-4'(13n PREC1tST 658 B29 1404 1982 3384 12'-T(1441 PRECAST 814 753 1269 1788 220io 28180 3032 1Y-4-(16Dj PRECAST 678 633 1057 1485 1826 2169 2513 14'-O'(1687 PRECAST 622 588 974 CK 1365 i679,j 1993 2309 tY-4"(2081 PRECAST 434 427 695 964 1182 1402 1623 19'-4'(232) PRECAST 366 370, 593 817 1002 1187 1372 10 SHE RNMM M PAR[ MM ARE lVKW MXCM FOR UAOC 40 FED Awm FnwLACcmiMIAML4SAFEUPLIFTLOADSFOR12" PRECAST w/2" RECESS DOOR U-LINTELS toin-tom I SAFE LOAD - POUNDS PER LINEAR FOOT 258 4'-4' (521 PRECAST 1626 1 2685 3746 2417 4'-6- (541 PRECAST 1558 2582 3602 5'-8" (610 PRECAST 1210 2042 28M 5'-10'(7D7 PRECAST 1173 1984 2769 j 8 -8' (801 PRECAST1020153624267-6' (90) PRECAST 904 1226 2163, 9I-r (1161 PRECAST 703 771a 14]2, r ...... : MOM M FWVMMSS ARC PCRLI;NF RMUCINS FOR a E N.o ' . 40 FELO ACKD MAIL SEC tal A Wl IA 4 447 FRODUC P MISOD T E FIeoNo0 0 °; T L 0@611bcDAe o 4 ........ CIO C n 0 pr n s/ONAIE G', SEPFNER 33584 0eo nada ha W, FT.P.6' 4fiC,>;10.FYpJ89 I v-CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES MIAMI-UADE MIAMI-DAIDE COUNW e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) invtiv.miamidade gov/economy Cast -Crete USA, Inc. P.O. Boa 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The 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 AHn. 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 A14J may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PER reserves the right to revoke this acceptance, if it is determined by Miami -Dada 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 High Velocity Hurricane Zone ofthe Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parr ino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. 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 revises NOA # 17-0227.15 and consists ofthis page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Ma/kar, P..E., M.S. MIAM DADS COUNTY / / r G NOA No. 17-0821.19 m n fiffEw Expiration Date: 05/2I/2022 09 /Zg /fie / T Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1 of], both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report onflexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill CertifiedInspection Report Silo #4 dated April 1996for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58A66332 dated 01/28/96for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84M19805 dated 03/06/96for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103/96for #5 rebar by Birmingham Steel Corp. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 1Z. Quality Control Manualfor Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manualfor Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheet I of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 92 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables". sheets 1 & 2 of2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #S dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report onflexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculationsfor Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manualfor Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc:. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 906-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom Cast -Crete Corporation, datedJanuary.18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 914-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by CraigParrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. K OTHER 1. Letter from Cast -Crete USA, Inc., dated Atigust 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. elmy A. Maitar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E- 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 016-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RM. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom Cast -Crete USA, Inc., datedJanuary 13, 2016, signed andseated by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report onflexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTMS-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. 7 . eimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. 9-14 W. WZL elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 t -1 HIGH STRENGTH PRECAST AND AST- R A'/ PRESTRESSED CONCRETE LINTELS PRODUCT RUVISM n.. tying Mill Ide ilothle PRODUCTBAD acmv71M1.114 tb. F1af01 BuildingCade A,pm,ttN•, -0 2 J9 BRplquicn t A p.n. N ff: W &Aaqw.MDm/per(Il, Q rFtODWT ems= IM)eA21 V/ I- SEEMS-oon1 u 1p"yDow 2-5-0 11-LOWL e• Par" T 11-kKl A' PIT111"s p LW1EL DATA -TABLE sue, inrnarIJm r 1rIL 7mklef- Lf,"lfllfx Ke" mt'FiF/6L.S1r1GMt/Li:.:+1ll itFt'ilf's0Qf'A=m[:IfLlLrllF7c]Z!]i1C7i t}17Jiti a• fl-Qfr Ll ilE! t/c3jl UCfli k7t=L!.1H9G CZ 7G71i Hain RN PRFrAST w/ 2" RECESS DOOR—U-LWTEL DATA TABLE mff7 Eii!L t m fiI7IE Ilr•:yD''E3i<7L7Ll071j'•' 1 11r,,a :lii'iLl!i7V.Y Fi7f1. Tll i'-i91:1 1i:L_ Y:ifi f/I•( fif,l=f74'"t1T rar_,amr Im i:: r2J.1::.1elr, t,naa r:IcraoinertlBrsa:Ir•zFiutarca aRs•!fetrczL!,It a n, Rua F]c1Eil3MyW=L rUl'aL` R.SnY'1t/tkL'rJFYcii©4t r[ritialr[±sfut rc,• rr,^.rr.+ re;ir c[I r,i1C]iC Lt r rfllTK f,.i„,eaT',r o aG'3'E[i[1CSiLT.rZ7l111r:['.7T'7...,[:1,''r'L''P',litl• I"cr dt ti• .A1eo.afi •.•mw„u.Aul MIN, WNW .ee-.•• •••• II[41FdM+rb Cam FaeRMtoN upon, r.O%. IM.S, ra+ mi •r tAuaA p aY f Y 1 r. IM{E nIM1UpaN0 GG6 IAM1CaTON MnofL M 7r0 "nW /UOINAno a / otars FM 11M NO AMmYAL. 0121MEM[C Ir arrow LM ANo CAIQII /E 1Ca1{OOIRW an 10MMVM urrm 1 TIQ M o +F V0 Cm sm M off--c71t)E 11n1. M6 TI W 1. jafM W 91E1i 7/n nM ARM AMR) A f46 IN. NMO of MW Nlnlo o) slmRtaAW !: 1Wln t1YE W AEIII MIM•)/1. Wa IWDNW 6 WYICW SWLMD fRUI GqI OgYCQ f10110 lnf-M171A7MW MDfILA4W to of IM Rawmew am to ORYNA 1nAMA AM A41L Im. or EIIP= . l "m THE @;V ro tot WORN. rpm Lnalloa1enyC1[iE nMe1 I . • "GO A W1 M A01 EACH OO. m1lLelte WtG:I 1', • all) NOR MR ALL MECAE? 1 ARM WIRS. L I.eftPNOI[ 7q A. WIN IMAI n )MQ . 67e A 1t. O 01MggMUNAMED01 MMkorN w ne>tmW UioR towWWo cA01 A. sla m-VRA lr1 --nd No too tWWW ANe WXKW MINUX Ely" 1 AODIICTRLVISIN i .mnwrwbe Aorone3. ei uv, Z e!6 EOMnPAMOIy 33504. FL KE. LCI N0.4479 - CAST— CRETE 8" LINTEL -FABRICATION DETAILS Al antee nDa%ndry 1 nano MA A- PRECAST R PRESTRESSED U-LINTELS 44g17 4-qW SAFE LOAD- POUNDS PER LINEAR FOOT TYPE LENGTH weefe-R 101-ip 6r1s-oe eFl2-It eflea6 Ortf 4e et3o-oe er7e-H as4-ae art4-IB sa-ue etla-t9 e t-6e efJ2-11 3' d' 4 PRECAST27 2231 JOM 371f 8183 e687 11M4 ISO! 1-1 30t9 4600 t3 7547 U74 1M34 11eM 4-0' (4B PRECISi 1068 2U1 4151 3f20 4890 M61 M4 E07 247 606 113 7547 M74 10394 HI M 4'-8' (547 • PRETAST 15G9 160 2110 M31 3753 454 6100 e224 2189 4325 1113 75Q WI 1=4 I= 5-4' 4i4 PREGIST1 1217 Wit 1436 1939 ISM 3123 3®e 4260 1063 30r0 5355 7547 M M 10 5'-10- PREGIST 5082 itos 1171 101 2M 2s49 3009 30 1451 sat 436t to 7t61 1= B-8' (78) PRECAST 9D8 1231 2177 3031 3707 NN 6011 123e 21n 5w 53e1 060 1 t1aJs 7'-6' (9ti PRECAST 7.4,j q11 t721 2632 2203 JIM 31tt 3665 roll 1 2G11 3Mt 1 M67 64n 14 9'-4' (I12') PRECAST 6ff 1160 1625 2St< 31M solo J62 124s 150 2564 334115 a110 Id-6" 12 PIEGIST 475 w a90 1247 2W 271J 2163 0M 6/3 toss Ism 2093 Val Mi 11'-4'(1367 PRECAST 362 IM tell 2 23 3tv 40M Sat IS I= low 24z3 3127 s 12 -0' (144' PI0 CAST 337 840 t1J 1254 118f 2190 2eD5 3362 ow a.% 1"4 ism 2w 2®S 3i52 160')PRETJSf 296 QI 7SS 1028 HIS INS 231i 2153 471 765 IM 1420 Ion 1316 203 14'-0'(ISB') PREClST 279 474 703 ION 1321 IM 2127 20D 42 70/ 1002 13U 107 2327 1 ISM 14'-0'(176 PRFSTRESSfD 101 M1 fill37 1te lotN1 45e M137o t00fot 2245 2517 1 2)11 le-4'(1841 PRESTRESSED N,R M MR Me Ne N5 NR I SIR 710 1250 IM 21M 2J20 1 2513 17'-4'(286' PRESTRESSED NJL AR ra 111 6e 500 64e IN) 1320 1MM IeN 1 20Q 19'-4'(23Y) PREML'E SM N.R. NR tll MR MR23S4701175DOiNt1262151517171B 21'-e(255' PIESTIMSEO NIL 1jjpt Sp 816 IN I359 1410 2f-O'(264)PRESMMD U. 1R MR R4 IM 318 550 714 1067 1256 IA9 24'-O'(28n PRESTRESSED 11R IB NA Ne A 129 75iD 450 a54 164 t092 12lf SAFE LATERAL LOADS FORe1LGGCfTIIJ1111t1 O wstr4 wastt• SAFES LFOAD PL TYPE BUB 8F8 RCMU Y-6' (4n'PRECAST 1025 1024 1598 4'-0' (48) PRE= 765 763 1309 4'-e ,(541 PRECW 592 591 1073 5'-4' (54' PRECAST 411 411 745 9'-w(70') PRECAST 340 339 616 8'-6' (MI PRECAST 507 721 490 7'-Iw (On PRECAST 424 634 383 9'-4' (1121 PREW 326 • 512 230 16-0'(MI PREM 284 401 1BO 11'-e (Mg) PROW 260 432 154 1Y-O'(1441 PRECAST 244 402 137 13'-,C(160J PRECAST 217 324 110 14'-0'(1601 PRECAST 205 293 10D 14'-8'(178jPREMR1S9M N.R. 2M 91 IW-e(164")PRESTRESSTD N.R. 259 B3 1T-4'(208') PRESTRESSED N.R. 194 64 19'-4'(2321 PRESIRMU N.R. 148 52 21'-4'(256' PRFSI0 N.R. 125 42 e 0647 PRES MM N.R. 118 40 2e4-(2887 PREST as, N-R. 91 33 aft= IIDI WT I nano MP R- PRECASTR PRESTRESSED U-LINTELS 44-4-a SAFE LOAD- POUNDS PER LINEAR FOOT TYPE LENGTH e7e-n era-tt m s-n errs 41R0-tr tne-a ef20-rt 6r20-N aM-IT w2" P47711 6f21-17 MM-tT su-2T 3'-0' 4 PRLTAST2' Un 2W 4394 St6S=I t56t 2165 3524 43" sw 7001 4'-0' (40' PRECAST 13N 230s 3M 3815 61R9 1303 2305 3M 3513 4870 Writ 4 -6' (641 PRSAST 1207 wro 27T 3373 4M 5372 1207 2o40 2701 33R 4061 03766,-"(641Paw 1016 17t 2t76 2= M" 4w 1010 1716 2276 2a36 33H 3911 4321 5—to'(70' PRECAST 906 M 523 3107 4133 939 ISC 1 2M 1 2553 M07 3M 1 4133 B'-6' (78') PRECAST a ro7 2 6 3251 371 W 1407 1 1 1321 2700 US) 1 3712 7'-8' (001 PRECAST 727 I loll sots tezl Mad 7v 1224 1 IM4 1 2026 242e 1ta27 22a 9'-4' (1127 FRECJIST MI 117e 1Q4 1116 21m 2b9D 511 On 131a 16U If69 1619 td-6"(12D' PRFiASI Wa 91e 1116 14n WO 2011 030 MS I)sO 14n 1713 205s 234e 11'-4'(13a7 PRECAST Q4 t077 I27 1513 1753 424 607 704 1372 I643 1315 21W t2-0' 114 PRECAST7 410 450 724 II 1369 IM 470 850 91D 1302 16M M GOP) 13'/1 PRICAST 4t0 Je0 607 78% 9111 429 . 400 7aD 1159 ea714'-0' 168') PNECASf 3e! 353 50 724 92"/ 10 423 717 1063 M00J14'-4T'(176') Id PRISTRESSED tm 334 2o a72 St113124639Saat00D13734 PM 313 303 as eta m on 7a03423712I ed t17'-4'(2081 PRMTFE SED Ito2N Sz in 306 606 74 1 127f A t9'-4' (232') PRTSTArM taz 2ZOn 34e od 447 647 747 ital in 2N 420 d 3 84I.A IOUnd 1727 MI 21-4'(2567 PRES7RESSEO 142 901 6 301 3J3 e) 56e 655 142 111 M al 5371 721 1NIS 100 7Z'-0' (264j PRLTTR= NJ 19J gas 3» 162 1v 22s M of s13 MD53M ofMI 24'-r(2807PRWHESSEO 124 ITO 26'/ 342 16 492 IV IH 702 31f 45S 601 Na J) THE NUNBENS IN PAREN8lE514 ARE P1AM RWUCR0:15 FOR CRADE 40 SEE CF3M NOTE N0. 18 ON MW 3 OF 3. 1/) 7 FIELD AWED REBAR SEE GENERAL NOTE N0. 4 ON SIM 3 OF 1 PPODt;C UNEWED FRDD 7CrR 1:D CPRODUCTRUV18ED ncamoy4q; Irtth the Florida Ddld'u1lCade to eam .Yi s ft 01o?Ia" g`0Abg Cb,% a„R+o22i•/S FlaboCeqIsrymeeNo Ae°i1a 24 1a.rr2,2: o By nDab 37 ie' rfrrByMI 11L.— --- vrou Ian7Cc _ GNCR 3 Of 3 V Iry ' I - I= nWs'M rtl IAMI nru"11w Ms u— GENERAL ME NO. 4 DN SHEEI 3 OFPROW-IrRRY75aDNr' j .cRuePAlwR10 09240111679 86fNER. R. SIM 4 4` FLMLIC.N0.4476B 1. 411/f14• T-CRETE 8" LINTEL FABRICATION DETAILS N QAFC caA%JfTV 1 Aan3 FaR R" PRECASTvr72" RECESS Dt)DRU-LINTELS as4sdsc SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BRUS Olh-0ee9ii-le Sri Flo-te W W14-1 9itt6•a rEt t 1872-1 sins-011:00 W21-10 SV3F 4'-4' (521 PRECAST 1635 1749 33% 32e0 4349 5421 i493 ME? te91 un 5mr2JU 60i0 0479 I= 4'-8' PRECAST7 1494 1508 3083 2992 4246 6124 6904 t769 3191 5201 eoeo 470 IOW 5'-8' (68"j PRECAST 886 920 IM 171e 9 3402 3960 1187 24M 4567 e0 7117 6311 5'-10'(701 PRW 810 e 169 1400 2640 3174 370D11132N2424271e7De 6'-8' i PREiASf 797 got 5M 7747 0445 7J60 9D1 e04e7D159479 1i-6' 90') PRECAST 669 755 3176 a7a 7A79 69237553149102403776674319' 0 (118' PRECAST 411453 2133 3129 4091 3Ni52822533129460SDI J) THE NUMBERS N PARE4iHFSIS ARE PERODW REDUCIUIRS FOR GHADE 10FIELDADDEDREBARSEEGENERALNOTENO. 4 truna SMLATERAL LOADS FOR 11• rRFf!ACTnd M• RFf!F99Iff]OR UAJNIELS Ca SAFE LF LENGTH TYPE 8RU8 8RF6 RCMU 4'- 44 (52' PRECAST 758 757 1164 4'- e (541 PRECAST 894 693 1073 5'- 8' (68'j PRECAST 408 407 665 5'- 101(701 PRECAST 382 381 616 6'- e (80' PRECAST 595 788 464 7'- 6' (00) PRECAST 609 674 363 9'- 8' (1161 PRECAST 1 370 490 214 a SEE GENERAL NDTE 18 1) IdMda 12) Uallbd W • + v > bq mNeu a We a.6to =no&.& ho• a1 WA•40MN f. pnlwd L'tloA. 100D N rge1. r. fr•a .:d. 0M .V •Few a u) 16 r- who d rak111ad.9t4 4 — aMud. 0 m1. stia0 IM d ddom .0. r .eeerrc. 15 A6[tl 0-R ` a e0or M1ro+.1 wO.G nyp i sldlMblW r1Wy 1 b.4.Le. Sold 1" I ic Qdl IM d Ndewdq dNd u A1W A419 bw and w a Moa b.Mr p ASItl Q17 1„. tl ar i A I i1 +FW.IMM [Mid Jrhalt Iwo t IA o inao 4 ION ip1W0myuil 21MNA. bed taHa end aTds fso 3d. i b piII .ilel+WtYamiSHorMIW bad !M Ia nW d 1Q Fad M*b a.t ma m d. br foal wa br K" sm" 14 ra rid Mgtb w *e4 b. age led eon rAd bout 9oyY Dean` N radb bl mare ld 00106 )d.h 17) sd. M.b o. Veap d da.4b brta 4) M sudw b F—Au. ltdolel 06 per obi• IN pa 10 80 dried ob.K IQ rrf. bob M.r4 o ra9rr dWp walb/.r Ad 00 ad AR 316 WWft ws rd eWA 4 114TA 0 ASM pYWI 0 tq) wKrd. eneolY W.01®D) N'o. 0rfild R. d i1S Woe:iO i41 5) AD bft MA .r •ad ddb09ap. Fw+•lerPp*- qn Ofl 0-i' wd le.9rr aed. tu"/{00 " RODUCC RF7ev.1f V. a e Gy-4b FIodM 9AdbD m a ebe i•hrk QStm 1w Dnb m npMA a Aoeeptawotk - 022' 7) 0e Ft rarr pq d dAdbW for ba 15 labULDd1. 9) not oe* n1b Il" NOQ.Wd OF myar .4wl.nnllaeamak Nae4dN4NO Cc oa 1) t 4m d•Ile<1LF0 uameol ol d¢ar d DoM1.yterof egyNl it) ILL - lid Add 10 ifUm i tl dMd rdnr b is Maid of Dr bdbo d b. trl aw91. 1/2' Cut 11 SEE SAFE UWA LOAD UOL6 FOR tOAD Rlam FI0.l E0 drf" M ORO SAFEUPLIFT LOADS FOR B" PRECAST WI 2" RECESS DOOR U-LINTELS 4 asr4 a42re SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH MI - IT Io-1 edn4-t to-1 tt 9NFJe-I RF]D-rt nuns- am- 21 eene-2 elD7t- ca"M- 1IN30- A'-4'. ( 52'} PRECAST 1em 23R SOei 375t 44U 0H0 7W0 2362 6 MI 4445 140 4'-6• ( 54' PREW 1604 2272 2M Se01 4'06 4943r-'seD42Z74 2/39 3607 42" 42U 5, ( 1 7747 232e nU SJe2 39f1126D 17e7 n29265433823211510'170' P11EGlST1200M. 174 2 W V733266 2799 3% 1= 1746 2t59 27A 0 27e9 B -8' ( 507 PRECAST 570 129 1 19eD 2429 2e19 3s20 5n ion ism IUD 1429 2179 3= 7'-t: ( 90') PRECAST 506 742 IJ94 - I ab 2199 2667 29fe tae 4Re 1364 ROB 2166 2%7 2168 9'-B- ( I In PRECAST S9s 46e ee4 12U 4M 1 2100 S9s I be0 I ion 13U 1 FM 1 2016 233I j) THE NUMBERS N PARFNRIE9S ARE PERCENT REDIICIIONS FOR QM 4D FIELD ADDED REBAR. SEE GDIERAL NOTE NO. 4 TYPE DESIGNATION FF - IeLLD 1 CR g{a / U • UtlID1E9 •, ID11RJ ILOR A 8F16-1 B/iT r•^ II01010b M J L,w9am%$ ImlM SM Ir11All A 115 WON At tar I -IN am r. v cem is 1001. 1 PRODUCTRav1SGD0 or ism rMa y1 a4ur 7 ALv011` rlm+llm a wmlL°0 e aomelybeg oim- P7orid: r Mul. loft(Wets) EN • ' O'• 6owoC.6 RENEWED) U,.•' W o Dme J' Amer ladNSea'Idrlde $ • 441. 0do 00 ybrMa7.1 7 yF mD °"'ItonOab p f I %•,. CAAIOPRRB40 c(vR;;: 6324CA679 8ffR4FAFL3984 Jl/ol dZ r I,Cr.: 1. 3 i-3ie= lTa Gi:l.\ifl:ibY1.1YL•7: 'A j LSfr:•.F111,fcIQYf 1::1[fC ier[i:rClc ..-. ' FABRICATION DETAILS A:a Frt t.td r-t:ry Ita7 rrt A ftl Y iI ! ,, P: `\ i° 'c ;C 1 t; r\la]rrf. f2:1•I K: fil` CYL•Z yl.kl [7;.. >;;5" r. T;^rty .,. ®""" r:aa;rr tr>Rd:l ttd »,irrrr:9 ... . •, 1..\:w:IH> f71a:fl aT1411.i: _..--- r.YavAra[9 Q