Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2346 Blue Grouse Ln 18-1085; NEW SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT 1 f --,,/ STATEMENT NUMBER: 18100002 BUILDING APPLICATION #: 18-10000221 BUILDING PERMIT NUMBER: 18-10000221 DATE: March 09, 2018 j( UNIT ADDRESS: BLUE GROUSE LANE 2346 LOT 49 17-20-31-502-0000-0490 « Q'o TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2346 BLUE GROUSE LANE / LOT 49 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Familyy Housing ROADS -COLLECTORS N/A 705.00 1.000 dwl unit 705.00 Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD 00 Single Family SCHQOLS Housingg 54.00 1.000 dwl unit 54.00 CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 51000.00 PARKS N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, IRE RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPEN0 . PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I U) Documented Construction Value:! 28 i`1i400 Job Address: Q'4(-p lc e., ,-okscP :nrAo,A Historic District: Yes No Parcel ID: 17-20-31-502-0000-CLVIC Wyndham Preserve Lot Residential ® Commercial Type of Work: New 2 Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangef Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangei@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone. 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : No 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 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Arch itect/Englneer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives mu{hernku{ .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, 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: 5u` Edition (2014) Florida Building Code Revised: June 30, 2015 Wpermit Application C) 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 pert -nit 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. a, - Signature of ONvner/Agent Date Signature of Contractor/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 Robert Willets Print Contractor/Agent's Name Signature of Notary-3tate of Florida 6 Date Shayne Mange[ b NOTARY PUBLIC 17o STATE OF FLORIDA Orrinl# GGI 13111 txP:res 6/21/2021 Contractor/Agent is ersonally Known to Me or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical 'Plumbing Gas[] RoofnL)ff bl- Construction Type:__ Occupancy Use: Flood Zone: X::- 4 Cz A—z(ACOt76 Total Sq Ft of Bldg: 2-&44 7 Min. Occupancy Load: 141 tt of Stories:_(____ New Construction: Electric - N of Ampsj SQ) Plumbing - # of Fixtures I ! — Fire Sprinkler Permit: YesEl No Q #of Heads 1r\ APPROVALS: ZONING: 3(1")1 195 UTILITIES: ENGINEERING: \oN It- 3 1 -k t> FIRE: COMMENTS: Ok to construct single family home with -setbacks and impervious aria shown on plan, 4Z.ot, p, R?A --T, 6—p— Fire Alarm Permit: YesE] No tR WASTE WATER: BUILDING: SE '%-L7-I& Revised: June 30,2015 Permit Application t tf.i. l FEB ? 08 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ( 6- 1005 Documented Construction Value: $ Job Address: 212) 4' P!y e, t a J,s c. are T g r o rA Historic District: Yes No Parcel ID: 17-20-31-502-0000-0'-90 Wyndham Preserve Lot Residential ® Commercial [ Type_ofWork:—New-9----Addition----Alteration-0--Repair—Demo-O--_Change-of-Use-Fl—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? : No 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 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & KulPhone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA Bonding Company: Address: NA E- mail: sives mulhemkul .cam Mortgage Lender: NA 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, 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: 5t° 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 watermanagementdistricts, 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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 AFFI]DAVTT,-, 1, certify- that -all -of-the-foregoing-information- is accurate'and that all wank willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Sign atureofOwner/Agent Date ! Q Signature of Contractor/Agent Date rani vwnertAgent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Willets Print Contractor/Agent's Name Signature of Notary- fate of Florida Date 2 Shayne Mange( NOTARY PUBLIC c STATE OF FLORIDA Comm# GG113111 Expires 6/21/2021Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: COMMENTS: Gas[] Roof Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: -,Z WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 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.mange[Ccbstarlighthomes.com Property Address: 2346 Blue Grouse Lane Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0490 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: FMW New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition 0 Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F-71 The parcel is in the: F-I floodplain floodway A portion of the parcel is in the: E] floodplain El floodway 1INK The parcel is not in the: MEfloodplain Ejfloodway 0 The structure is in the: Elfloodplain F-Ifloodway El The structure is not in the: 0 floodplain E] floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1085 Reviewed by: Michael Cash, CFM Date: March 1, 2018 f: I P ( Application for Paved Driveway, Sidewalk or Walkwa Including Right -of -Way Use & LiRiht u877andscapnUng-%JWay www.sanfordn. 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 jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know whaPsbelow. size and location of the existing right--of-way and use shall be provided or application could be delayed. Call before you dig, 1. Project Location/Address: r1`A°c c 2. Proposed Activity: Q Driveway 3. Schedule of Work: Start Date 4. Brief Description of Work: Construction Of New SFR Walkway Other: Completion Date 0 Emergency Repairs This application is submitted by: Properly Signature: Print Name: Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: Shayne.mangei@stadighthomes.com 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 installationlimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the 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 Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or 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 real{afrtderstand the above statement and by signing this application I agree to its terms. Signature: Date: ;, N' D-,Q " t F 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. Pre -pour Inspection by: Date: I Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved - Engineering Date: G.l Site Inspected by: Date: Special Permit Conditions: Novemoer 2ulb ROW Use Driveway.pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: A • ),4 -1 Project Name:t k k r,re,rYr project Address:jl,e+rck,m Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. 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. G. 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. t atne o wner/Tenant Signatu e o wner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print 4me tf Gen. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # 5_ 0df 5ie c kr00 _ Print Name of El. Contractor ignature of El, CConti ctor El. Contractor License # CALLED INTO: Progress Energy Florida Power and Light on / Rev. 02/ l 0/ 15) LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: _ - zk" - t 't 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): The specific ermit and ,application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole M so= The fibLggoing instrffe;t wa owledged before me this jadayc Y-qf 200 0 ert i I ets SLL, by _ kill It who i u Iersonally known to me or o who has produced as identification and who did (did not) take an oath. Notary Seal) Shayne Mangei NOTARY PUBLIC STATE OF FLORIDA omm# GG1 13111 A Expires 6121/2021 Rev. 08.12) Signature Print or dame 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 - IN Min Max Ins ection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 130 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final AN Ecx rr cALzPE1tMIT L ,z ..` Min Max Inspection Description_ 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 THIS INSTRgrNT PREPARED BY: Amy L T.ce y 1111111111111111111111111111111111111111 Name: Stark t Homes Florida, LLC GRANT 11ALOYr SEMINOLE COUNTY Address: 1064 enwa32 4LakeMaU. EL 4 CLERK OF CIRCUIT COURT & COMPTROLLER BY, 9086 Ps 1.690 (INS) CLERK'S p 2019025026 NOTICE OF COMMENCEMENT RECORDED 03/06/201 8 03:135:3 F'M RECORDING FEES $1.0-00 State of Florida RECORDED BY hdevore County of Seminole Permit Number: Parcel ID Number: 17-20-31-502-0000- Q t-` 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 Lot q9 Address: 2,34VAe— trvvs,t rt ar PL 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 Lienor's Notice as Provided In Section 713.13(1)(b), Florida Statutes, Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date Is specified) WA N TO O : 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 pe Itie of perjury,l declare that i have read the foregoing and that the fads stated in it are Prue to th es my nawtedge and belief. wnar' s signature Owners Printed Name Florida Statute 713.160)(9): "The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.' State cf7FL County of The foregoing Instrument was acknowledged before me this day of t to by Who is personally known to me Name of person making statement OR who has produced idatVftoati n D type of identification produced: Shayne MangeNOTARYPUBLIC STATE OF FLORIDA ikE) f: c.PY t,Ft:\rd fA1.(YG. Comm# GG113111 i'r',: 1 f CQu„T * `;°. _ Expires 6121/2021 Notary signature O'kevision 0 City of Sanford Response to CommentBuilding & Fire Prevention Division SAPh: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date k-, lie Project Address: Contact: Sarah Woolwine Ph: 407-730-1311 Email: sgrah.woolwine(()starlighthomes. om Trades encompassed in revision: Building Plumbing 11 Electrical 11 Mechanical 0 Life Safety El Waste Water Fax: General description of revision: ROUTING INFORMATION Department Approvals 11 Utilities El Waste Water 0 Planning E3 Engineering 13 Fire Prevention E3 Building 14® MULHERN+KULP residential structural engineering 20 South Mark Strout, Suito 150 • Ambler. RA 19002 p 215.646.8001 • mulhernkulp.com June 29, 2018 Sarah Woolwine STARLIGHT HOMES - ORLANDO 1064 Greenwood Blvd., Suite 124 Lake Mary, FL 32746 Subject: Wyndham Preserve/Brisson East Community Response to tailed lintel inspections M&K Project Number 181-17004 (20/73) Sarah: It has been brought to our attention that multiple lots have failed lintel inspections due to deviations from the structural drawings concerning continuous masonry lintels over adjacent windows with (1) 8" reinforced masonry cell between. It is our understanding that in lieu of continuous lintels, single span lintels have been installed over each window. Pursuant to your request we offer the following. It is an acceptable alternative to install individual masonry lintels in place of continuous lintels as specified on the structural drawings provided each lintel has a minimum bearing of 4 inches (nominal) at each end. This is acceptable for all lots in the Wyndham Preserve/Brisson East Community. If you have any questions or would like any further clarification, please feel free to contact our office. Respectfully, MULHERN + KULP. STRUCTURAL ENGI"W& //// 7 James G, Fri STATE O 40 v Principal pR1t?PA•? ustin T. Smith, P.E. Staff Engineer itf \ 8- too Al (went f!les1181 • stadight 1102o17! t7G0l - f }}ndham Prereve • t7n'ssar EasfICA120/B 06 2B - Masonry (irrte([Uter12018 P6-28. 1 i txfham Pteservr8dsson fast - Uniellaspection lssue.dou gipCITY OF Building & Fire Prevention Di0hion PERMIT APPLICATI4N__,a Application No: Documented Construction Value: $ 51,000 Job Address: 2346 Blue Grouse Lane Historic District: Yes NoR/ Parcel ID: 17-20-31-502-0000-0490 Residential Commercial Type of Work: Newt Addition Alteration Repair Demo Change of UseE] move El Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Phone:407-630-0119 Fax: Name Starlight Homes FL LLC. Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information Street: 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Phone: 407-708-0163 Resident of property? : No Contractor Information Name Brandon Gibbs Street: 146 West Plant Street, Ste. 240 City, State zip: Winter Garden, FL 34787 Phone: 407-630-0119 Fax: State License No.: EC 13008106 Architect/Engineer Information Name: n/a Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: n/a Mortgage Lender: n/a Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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. t 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. 6°1 Edition (2017) Florida Building Code R—i-1- 1-m—, 1 70IR Pe. —it Annlir»tinn Ir 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 Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent gate 7 Print Contractor/Agent's Namebk&AW jv Signature of No of Florida bate a " SG Contractor/Agent is X 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: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: COMMENTS: ENGINEERING: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: 1001010030ce Revised: January 1, 20t8 Permit Application CITY OF IRS ORD FIRE DEPART&i NT Application No: Building & Fire Prevention Division PERMIT APPLICATION I ? - / o'n Documented Construction Value: $ 4,636.00 Job Address: 2346 Blue Grouse Ln, Sanford, FL 32773 Historic District: YesFIN o It—/] Parcel ID: 17-20-31-502-0000-0490 ResidentialFv-]Commercial Type of Work: Ne-lvz Addition[] AlterationEl Repait-0 Demo I I Change of UseElMove H Description of Work: Install new AC with duct work and venting Plan Review Contact Person: Derri Gantt Title: Pre Construction Coordinator Phone: 407-886-3729 Fax: 407-781-1666 Email:dgantt@energyair.com Property Owner Information Name Stairlight Homes - ASH Phone: Street: 1064 Greenwood Bld Ste 124 Resident of property? City, State Zip: Lake Mary, FL. 32746 Contractor Information Name Energy Air Inc. Phone: 407-886-3729 Street: 5401 Energy Air Ct Fax: 407-781-1643 City, State Zip: Orlando, FL 32810 State License No.: CAC 1816317 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: 611 Edition (2017) Florida Building Code Revised: January 1, 20 t 8 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 informatipn is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. i LJ Signature of O%%mcr/Agent Date Signature of Contractor/Agent bate Print Owner/Agent's Name Signature of Notary -State of Florida Date 3-1 i1 } f k\ (2 Print Contractor/Agent's Name of Florida 00 Notary Public State of Florida Jessica Me a $ My Commission QQ 066367 w n Expires 12/1912020 Owner/Agent is Personally Known to Me or Contractor/Agent, is /- - Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Q 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: ENGINEERING: COMMENTS: UTILITIES: 1210 Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Appficatiou WORK ORDER Job #: 34652 1 4c;q4(; Date: 1/25/2018 1 Subdivision I Phase I Bld TTAUMB-T-1 BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 1 10491 2346 Blue Grouse LnADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 1-32773SanfordIFLCITY/STATE/ZIP: Lake Mary, FL 3274G City / State / Zip 1981 SModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Purn R-410a A/H-2 or FurnaceJobContact: A/H-1 or Furnace FB4CNP03OL00 Job Phone: Heater or Coil CE2401CO5 Heater or Coil Date Requested: Cu-1 ZH14NBO300OG CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A I st FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency _1_4.00 SEER / 8.2 HSPF Efficiency A/H-3 or Furnace A/H-4 or FurnaceMUSTBEACCURATEANDCOMPLETE: Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: Efficiency Efficiency EAl Pulls Permit: Zoning Brand: Honeywell/Johnstone Vent. Damper Y81 SOAI 017 Qty 1 Builder calls inspection: Zone Kit #1 ZD1 EAI calls inspection: Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZDS ByPass Damper #1 IZDG ByPass Damper #2 JZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped StI. is X Flue Pipe: X Grs.Stamped Returns 8 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 1 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X IDryer Vent: 1 X Special Instructions Or Comments: Accounting Deeartment: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 2.20 27.72 Rou2hin 2,283.00 04-Installation Labor 24.63 369.45 7.00 119.00 Trim 2,283.0006-Piping Labor 1 4-Kitchen Vent Trim 1,162.7102-Material/Tax 0 1 -Equipment/Tax 1,339.77 Permit 70.00. 09-Permit/Other 80.00, 1.30 16.381011 -Delivery Labor 20-Pull Material Labor 1 2.60 3 2.7 5 1 Total Contract: 4,636.00 I 2.S01 42.501 I12-Startup Labor P" 1! CITY OF SAA;l 1-111101- Application No: I'' I ' Documented Construction Value:$ `5')L- Job Address: Historic District: Yes [I No Parcel ID: Residential [] Commercial Type of Work: New R Addition Alteration Repair Demo El Change of UseEl Move Description of Work: P1 L Plan Review Contact Person: Phone: Name Street: City, state zip: Fax: Title: Email: -- Property Owner Information Phone: Resident of property? Contractor Information Name Phone: Street: Fax: Lcity, State Zip: State L Arch Itect/Eng ineer Information Name: Phone: Street: Fax: -- City, St, Zip: E- mail: Bonding Company: Address: - 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 HE 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, bailers, beaters, tanks, and air conditioners, etc. FRC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: ill Fdition (2014) Florida Building (:ode Revised: June 30, 2015 Permit Application or 6 LDRM: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may efoundinthepublicrecordsofthisCounty, and there may be additional permits required Rom other governmental entities such as war management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requ irements of Florida Lien Law, FS 711 The City of Sanford requires payment of a plan review fee at the time Of PQrrnit submittal. A copy of the executed contract is requimdinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubtilittil. Tile actual construction value will be figured based on the current ICC Valuation Table in effect at the till1c the Pet"llit is issued, in accordance with local ordinance. Should calculated charges ifigured off, the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is ssited, OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work 11 be done in compliance with all applicable laws regulating construction and zoning. I 5 Date Signature ot'Contractor/Agent Date Sign.. ili-ico(Florida Date Owner/ Agent is Personally Known to Me or Produced ID , l'ype of ID print ContractorLk,cni s Na i,, e S1911at" r, ol'Nolaty-State 0:'HOWIZ, Date n. 93wdw wu No!zn Public uridetwoo's Contractor/Agent is Person Produced ID -- Type of ID BELOW IS FOR OFFICE USE -ONLY Permits Required: BuildingF] L-'IectricalO MechanicalF Plurnbingo Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Gas[] I oof 11 Flood Zone: 4 of Stories: New Construction: Electric - 4 of Amps_--.--- Plumbing - # of Fixtures Fire Sprinkler Permit: Yes [] No [-] 0 of I [gads Fire Alarm Permit: Yes [] No APPROVALS: ZONING: COMMENTS: ENGINEERING: UT I I- 1 -11 ES: WASTr-,, WATER: I - -IRE: RE: --- BUILDING: Revised: June 30, 20 i 5 llmml Application 9 I State Road IFV FL i,'F2 valn(x), tf i4. Hudsow, rt, 34659 863 54M T!y" Page: 10R.J. KELTY JILUNA51N0 HCATONC, CUOUNC3, pr()p0,q,'jj Date Proposal NO: 717-13526 For; Starlight Homes Flodda, LI-C, Prepared Ate 4 C, C) in accordavicc","it b0o"" tor tb we Propose hereby to furnish material and labor comjjtcle payrTleat to o* made as follows: 40% Rough In 30%T(,)p Out 30% Finish, NET 10 D-1YS All maludals quararitfsed to tAl! troa) s7eellic,160TIS bolow 4!Vulviliq Wfa o stsv iji_b,, Y W:,e Cjr Tqovwrlts Contingant upon Jrjke,,, :,r dolay", lmyond o,o =-,ofkot, rker'., - orr'nans"'utloo A, PAIORVED A I, master Both Shower Toilet lav Tub Toilet Lav Kitchen Sink Faucet Disposal leeroaker Line Dtshkv" het Utilities i Washer Box Hose Bihs I Water Heater EXCLUSIONS 0 1 218 WhiV-,, FkX',, ic, 40 by ' U jf Cf Ctlat,,-j, 541925 G I a',C ISE a-11" C'N' V Mih (—M 4'>nd Bux T, " e- aaCoiltfm,, njuG#vd IF,), i clud,d v,, S,we AJ,,;a£ J A "0111 kw dcOW' Lla"," l L( J" e,: 4 s rCITY OF 1;. I MU MAIAR N T Building &.Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 51,000 Job Address: 2346 Blue Grouse Lane Historic District: Yes No0 Parcel ID: 17-20-31-502-0000-0490 Residentiala Commerciale Type of Work: Newt 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 Phone:407-630-0119 Fax: Name Starlight Homes FL LLC. Title-. Director Email: brandon.gibbs@reedcm.com Property Owner Information Street: 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Phone: 407-708-0163 Resident of property? : No Contractor Information Street: 146 West Plant Street, Ste. 240 City, State Zip: Winter Garden, FL 34787 Name: n/a Street: City, St, Zip: Bonding Company: n/a Phone: 407-630-0119 Fax: State License No.: EC 13008106 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: n/a Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE. OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6th Edition (2017) Florida Building Code R—i—i• IHb...— I MIR P—it A—Ii—ti— 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 K Signature of Contractor/Agent Date VIEW,, VIEWs 3. P Print Contractor/Agent's Name J1,0 f 8 Signature of No of Florida ate g zoo Owner/Agent is Personally Known to Me or Contractor/Agent is k 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 E] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes n No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Fire Alarm Permit: Yes[] No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application ENVIRONMENTS FOR to /1 SITE 10: 301349 LOT: 40 BLOCK HOUSE: 2340 STREET: BLUE GROUSE LN CITY: SANFORD STATE: FL ZIP: 327TI COUNTY: SEMINOLE ACCOUNT{;WOSTAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: NIA PLAN: NDP 1011012017 PROGRAM: HERS1100% TESTER: EFL. IECC: 2009 CLIMATE ZONE: PROPERTY OWNER: PROPERTY ADDRESS: 2346 SLUE GROUSE LN, SANFORD, FL 32771 TEST: SLOWER DOOR RESULT: PASS TESTER: Dave Rev*% DATE: 09105aOIS PI Tutor IR Soon Dave Revell& I Dow I I R.It A AV "" 5.1 Atfic Access Panel (fully gasketed and Insulated) W x 5.2 Aft clm" Stair (fully Vask*ted and insulated) x 5.4 Recessed Lighfing Fixtmms (ICAT labeled and sealed to drywall) x 5.5 Whol"outs Fan (insulated gasketed to the opening x 7.3 Fresh air ventilation installed per pmgram specs x Biw^r Door Foo - T- I BD Actual R-- P-rm Test j 34 M(""' 15 g& T N/A 18.423 0 0 a dw Nft A 0 12.149 7 1,564 5.09 Met edrm 0 sdm 2 0 S&M31 o I edrm 5 0 Rml 0 Rm3 0 Dow 0 B*m 4 0 Rm2 0 CO Del rims Energy Star Qu~ Applionces? Eftiont IV" Paola x W or > Of HaFd*" d Lights Must Be CFL Or LED x Low Flow Faucets, Tobeft aft? x Pmgmmmblo Trwmv*tW x C901" Green Pm9rom Level Rocl%*" Visual lnsp*cWn WING LLL SYSTEM I WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM! FURNACE SYSTEM I HVAC OUTDOOR OUTSIDE CARRIER CH14N8030 UNIT SYSTEM I HVAC INDOOR COIL SYSTEM HVACAHU (HEAT INTERIOR CARRIER FB4CNP030 PUMP) SYSTEM 2 FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVACAHU (HEAT PUMP) SYSTEM FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AHU ( HEAT PUMP) SYSTEM 4 FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AHU ( HEAT PUMP) BUILDING SPECIFICATIONS 06" c" E"w* OF BEDROOMS (REM) I ' k NA NA CEILING FLAT ( REM) NA NA SEALED ATTIC (REM) NA NA VAULTED CEILING (REM) NA NA FOUNDATION WALLS REM NA NA EXPOSED FLOOR (REM) NA NA ABOVE GRADE WALLS (REM NA NA DUCT SUPPLY R-VALUE ( REM) NA NA DUCT RETURN R-VALUE ( REM) NA NA TEST. BLOWER DOOR RESULT: PASS TESTER: Om RRvwM DATE: OW8MIS BUILDING SPECIFICATIONS PROGRAMMABLE THERMOSTATS PRI < WAN WATER HEATER TYPE PRIF r*CIY(i , ONAL WATER HEATER FUEL TYPE PRI ELECTRIC WATER HEATER SIZE, EFFICIENCY 8 LOCATION PRI INFILTRATION HOUSELKG ACH REM NA, H 15.00 9%4.00ACH' 00Ps"Isr FRESH AIR VENTILATION TYPE PRIF AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL 8 REM NA NA VENTILATION FLOW REQUIRED REM NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION • OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN REM NA NA VENTILATION TIME- HRSIDAY SPECIFIED REM NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR PRI FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'S PRIF INTERIOR % OF CFL'S PRIF INTERIOR % OF LED'S PRIF INTERIOR % OF PIN -BASED PRIF) EXTERIOR FIXTURES % OF CFL'S PRIF EXTERIOR FIXTURES % OF LED'S PRI GARAGE FIXTURES % OF CFVS PRIF GARAGE FIXTURES % OF LED'S PRI DISHWASHER PRI REFRIGERATOR (PRI FOUNDATION TYPE PRIF SLAB TYPE PRIF SLAB AREA PRI SLAB DEPTH PRIF SLAB FULL PERIMETER PRIF SLAB GRADE PRIF FLOW RING PRIF HEATING REM NA NA COOLING REM NA NA AIR -SOURCE HP REM NA NA WATER HEATING REM NA NA TOTAL CONDITIONED FLOOR AREA CFA SQ FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET SYSTEM 1 SO FT. SERVED (CFA) TEST: DUCT BLASTER RESULT: PASS TESTER: Drw RovNM DATE: 8WOM15 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE"1 'rE f' SYSTEM i DUCT LEAKAGE TO OUTSIDE SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) ACTUAL ' , (% OF CFA) ACTUAL i SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL DUCT LEAKAGE ' .. SYSTEM 1 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET wX . (CFM25) ACTUAL i CFA) ACTUAL SYSTEM 2 SO PT. SERVED (CFA) 777 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE t2 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET? (CFM25) ACTUAL "Mr } ' OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGES SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET .. i (CFM25) ACTUAL " ' CFA) ACTUAL SYSTEM 3 80 FT. SERVED (CFA),? s: SYSTEM 3 DUCT LEAKAGE TO OUTSIDE 0 3 s` SYSTEM 3 DUCT LEAKAGE TO WTSIDE ' SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET §1 t )z siri,: ( Nz?, CFM25 ACTUAL i t %OFCF ACTUAL ar SYSTEM 3 TOTAL DUCT LEAKAGE ': r SYSTEM 3 TOTAL DUCT LEAKAGE °s;'' SYSTEM 3 TOTAL DUCT LEAKAGE (% OF TEST: DUCT BLASTER RESULT: PASS TESTER: Dave RmB. DATE: OW08/2018 CFM28)TARGET (CFM26)ACTUALk.;,,,rt' CFA) ACTUAL SYSTEM 4 80 FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OVT31DE °- '' SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM28 TARGET " a (CFM28) ACTUAL E ah' (X OF CFA) ACTUAL CFM26MAR6 AL DUCT LEAKAGE ` N` r T SYSTEM M25)ACTUAL TOTAL DUCT LEAKAGE ` y. SYSTEM 4TCFA)ACTUAOTALDUCTLEAKAGE (%OF 4 : t CF BUILDING SPECIFICATIONS DUCT LEAKAGE TO OUTSIDE REM NA'-..8,023CFM2fiCFA TOTAL DUCT LEAKAGE REM NA . 012 CFM28X CFA FLOW RING PRIF) This certificate is presented to for having successfully completed all requirements established by the Residential Energy Services Network (RESNET) and as a Certified Home Energy Rater is authorized to issue Home Energy Ratings in accordance with RESNET guidelines. RT1N # 4311088 L- Stephen P. Carr, Registration # QA Designee This form was generated from EFL Project Manager, property of TopBWltl Home Services 04/05/2019 Certification Expires TopBuild Home Services, Inc. — Performance Testing Certification TopBuild Home Services, Inc. has conducted BPI and/or RESNET/HERS testing on the following property. The information and results are outlined below. (Note: This document does not certify compliance with the entirety of the 2009 IECC. It certifies the results of the performance testing only). Builder. Starlight Homes Subdivision: Wyndham Preserve 1roperty Owner: Total Conditioned Floor Area: 1,981 ft 2 Iermit Date/No.: Conditioned Volume: 18,423 ft 3 ECC Version: 2009 roperty Address: 2346 Blue Grouse Ln, Sanford, FL 32771 Testing Performed 2009 IECC (Sec. 402.4.2.1 — Testing Air Leakage) Blower Door Test Measured Air Leakage: 1564 CFM @50Pa Air Infiltration: 5.09 Confirmed ACH 2009 IECC (Sec. 403.2.2 — Testing Duct Leakage) Duct Blaster Test System 1 Duct Leakage: N/A Confirmed Leakage: 0,00% Phase Post Construction System 2 Duct Leakage: N/A Confirmed Leakage: N/A Phase N/A System 3 Duct Leakage: N/A Confirmed Leakage: NIA Phase N/A 09/05/2018 Result: PASS ACH 50 Target 7 09/05/2018 Result: N/A DL % Target S 12.00% CFA: 1,981 ft2 Result: N/A DL % Targets N/A N/A Result: N/A DL % Targets N/A N/A Digitally signed by Dave Revelle Date: 2018,09.05 09:54:05 EDT Rater Of Record: CN=Dave Revelle, O=TopSuild RESNET #: 4311088 Home Services, CU, WC EMAILADDRESS=dave.revelle 09/05/2018 @topbuild.com, C=US BPI Certification #: N/A Thank you for allowing TopBuild Home Services, Inc, the opportunity to provide the above services for you. Please feel free to contact me with any questions Sincerely, 0/ Dave Revells Cell: (386) 681-7452 dave.ravellectopouild,com 4 475 N Williamson Blvd. Daytona Beach, FL 32114 (866) 912-7233 Milt form was 9wwvW front EFL Prolod Manager, property of Tcp8u#4 blame Services, Im FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 2346 Blue Grouse Ln Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 2346 Blue Grouse Ln (Lot 49) Jurisdiction'. Cond. Floor Area: 1981 Cond. Volume: 18423 Envelope Leakage Test Results Leakage Characteristics Regression Data C: n R: CFM(50) 1564 Si—lu — KA, Jfi Pn{nt Tcet rht. HOUSE PRESSURE FLOW: 1 50 Pa 1564 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm ELA: 86 EgLA: 203 ACH. 5.09 SLA: .04 ACH(50) ` 5.09 For prescriptive projects, tested leakage must be <-7 ACH(50). For performance projects, tested leakage must be <- the ACH(50) shown on Form R405-2014 for this project. 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 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 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. Digitally signed by Dave Revelle Date 2018.09.05 09:54:19 EDT me S e Revelle, 0=TopBuild Home Services, OU, EMAI LADDRESS=dave. revelle Signature: @topbuild.com, C=US Printed Name: Dave Revelle Date: 09/05/2018 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: Thank you for allowing Topauild the opportunity to provide the above services for you. Please feet free to contact me Min any questions. 10/25/2017 391349EFL FORM R405-2617 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 49 - 1981 TR Builder Name: Starlight Homes Street: 2346 Blue Grouse LN Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: 0 Owner: -z± AAvy Jurisdiction: ti Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (1955.3 sqft,) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ink Insul, Exterior R=41 166170 ft2 b. Frame - Wood, Adjacent R=13,0 291,67 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1981.0 sqft.) Insulation Area a, Under Attic (Vented) R=X0 1981 A0 ft2 6. Conditioned floor area above grade (ft2) 1981 b, N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(168.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 396.2 a. U-Factor: Dbl, U=0.34 120.00 K? SHGC: SHGC=0.26 b, U-Factor: Dbl, U=0.58 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0,25 a. Central Unit 30.0 SEER:14,00 c. U-Factor: N/A ft2 SHGC: 13, Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft.- a. Electric Heai Pump 30,0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4,250 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons8, FloorTypes (1981.0 sqft.) Insulation Area EF: 0,950 a. Slab -On -Grade Edge Insulation R=0.0 1981.00 ft2 b. Conservation features b. NIA R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.085 Total Proposed Modified Loads: 58.53 PASSTotalBaselineLoads: 60.15 1 hereby certify that the plans and specifications covered by Review of the plans and S7,1 this calculation are in compliance with the Florida Energy Code, specifications covered by this calculation indicates compliance 0 N" 4 N'_' 0, 6_"C' with the Florida Energy Code. 10 PREPARED BY: 140(C/ Before construction is completed DATE: 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 Ener Code. QOD WL OWNER/AGENT!!1nQ.&nQ a -A BUILDING OFFICIAL- DATE: DATE: 7-:7 IK- Compliance requires certification by the air handier unit manufacturer that the air handier 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 ACHISO (R402.4.1.2). Compliance with a proposed duct leakage Qn 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 Qn for whole house. 1/16/2018 6:18 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017, PROJECT Title: Building Tyre: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 49 - 1981 TR User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1981 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 49 2346 Blue Grouse LN Seminole Sanford , FL, 32773 CLIMATE Design Location Design Temp TMY Site 97.5% 2,5% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL—ORLANDO—SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1981 18423.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1981 18423.3 Yes 5 4 1 Yes Yes Yes FLOORS y# Floor Type Space Perimeter R-Value Area Tile Wood Carpet I Slab -On -Grade Edge Insulatio Main 178,3 ft 0 1981 ft, 0 0 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 2216 ftz 0 ft, Medium 0.6 N 0.5 No 0 26.6 ATTIC V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1981 ft2 N N CEILING V# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1981 ft, 01 Wood 1/16/2018 6:18 PM EnergyGauge4D USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 al'.41TARU, 9101w,11111VA WALLS y # Ornt avi WidthAdjacent SpaceTnWallIype EL 1'-,'e Et In Ft Height In Acea Sheathing Framing Solar Belo w R-Vahip Fra Ctinn Abqnc Grade% I 2 3 4 5 W N E S S Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 60 0 9 4.1 44 9 9 4.1 48 9 9 4.1 24 9 9 13 31 3 9 4 560.0 ft' 4 417.7 ft' 4 455,0 ft' 4 231.0 ft' 4 291.7 ft' I 0 0 0,6 0 0 0.6 0 0 0.6 0 0 0,6 0 0 0,01 0 0 0 0 0 DOORS V Ornt Door Type Space Storms U-Value Ft Width Height In Ft In Area I 2 W Wood Main W Wood Main None None 39 3 39 2 6 10 10 6 10 20,5 ft2 19A ft' WINDOWS Orientation shown is the entered, Proposed orientation. V/ Wall Ornt ID Frame Panes NFRC U-Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 W 1 Vinyl Low-E Double Yes N 2 Vinyl Low-E Double Yes N 2 Vinyl Low-E Double Yes N 2 Vinyl Low-E Double Yes S 4 Vinyl Low-E Double Yes 0.34 0.26 N 0,34 0.26 N 0.34 0.26 N 0.58 015 N 0.34 0.26 N 30.0 ft' I ft 0 in 30,0 112 1 ft 0 in 30.0 ft' 8 ft 0 in 48.0 ft' 8 ft 0 in 30.0 ft' 1 ft 0 in 1 ft 0 in None 1 ft0in None 1 ft0in None 1 ft 0 in None 1 ft 0 in None None None None None None GARAGE y Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 402 ft' 402 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000414 2149.4 118 221.91 302 7 HEATING SYSTEM V System Type Subtype Efficiency Capacity Block Ducts I Electric Heat Pump/ Split HSPF:8,2 30 kBtuihr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0,75 1 sys#1 1/16/2018 6:18 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017, HOT WATER SYSTEM y# 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 V FSEC Collector Storage Cart # Company Name System Model # Collector Model Area Volume FEF None None DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V, # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool I Attic 6 3961 ft Main 99.05 ft Prop. Leak Free Main cfm 59.4 cfm 0.03 0.50 1 1 TEMPERATURES Prograrnable, Thermostat: Y Ceiling Fans: Cooling Jan F:b MaruNovAprMayJunJulju,, Sep Oct Dec Heating JanH F b MarJXJ j Apr I May Jun JulAugIriri9n Srl 1 NovOctd Dec1XIVentingJanXFebXMarAprMayJunJulAuSepOctNovDec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 65 0 0 1 - Electric Heat Pump I - Central Unit 1/16/2018 6:18 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 41 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 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 (112) 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: 8, Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 2346 Blue Grouse LN, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.70 ft2 b. Frame - Wood, Adjacent R=13.0 291.67 112 c, N/A R= ft2 4 cl. N/A R= ft2 10. Ceiling Types Insulation Area No a, Under Attic (Vented) R=30.0 1981.00 ft' 1981 b. N/A R= ft2 Area c. N/A R= ft2 11. Ducts R ft2 120,00 ft2 a. Sup: Attic, ReL Main, AH: Main 6 396,2 48.00 ft' 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 30.0 SEER:14.00 ft2 4,250 ft. 0.257 Insulation Area R=O.O 1981.00 ft2 R= ft2 R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip:_fi, IF kBtu/hr Efficiency 30,0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat 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 R303.13 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/1612018 6:18 PM EnergyGaugeO 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 49 - 1981 TR Builder Name: Starlight Homes Street: 2346 Blue Grouse LN 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 any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door iambs 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 exten bghil3d piping and wiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids bebyeen fi[e sorinkler cover Qlales apa VA112 or ce*l*nas. a. in addition, inspection or iog watts snarl oe in accordance with the provisions of ICC-400, 1/16/2018 6:18 PM EnergyGaugeO 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 Envelop: Leakage Test Report Performance Method Project Name: Lot 49 - 1981 TR Builder Name: Starlight Homes Street: 2346 Blue Grouse LN Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1981 sq.ft. Cond. Volume: 18423 cu ft. Envelope Leakage Test Results Regression Data: C Single or Multi Point Test Data 03 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: P~ SHE S A Q IQQ,66w-E' 1/16/2018 6:18 PM EnergyGauge@ 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 49 - 1981 TR Builder Name: Starlight Homes Street: 2346 Blue Grouse LN Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,Out) FORMR405-2017 Duct Leakaqe 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 1981 House Duct Total Conditioned Floor Area) System Leakage Qn,Out)* Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1/16/2018 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: VO-TIAE S7,41 AV 0 0 1/ 16/2018 6:18 PM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 wrightsoft, Project Summary Date: 4//114/2017 Wyndham Entire House W- Energy Air, Inc Plan: 1981 S 5401 Energy far, Cl, Qrlalnlo, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.comV*b:www.energyair.com Project• • For: Lot 49 -1981 TR, Starlight Homes 2346 Blue Grouse LN, Sanford, FL 32773 Notes: Weather. Orlando ExecutiveAP, FL, US 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 grub Heating Summary Sensible Cooling Equipment Load Sizing Structure 17497 Btuh Structure 15330 Btuh Ducts 1538 Btuh Ducts 2048 Btuh Central vent (65 dm) 1830 Btuh Central vent (65 cfm) 1248 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20865 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 18627 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualitySemi -tight Fireplaces 0 Structure 2278 Btuh Duds 197 Btuh Central vent (65 cfm) 1917 Btuh Heatinngg Cooling Outside air Area (ft) 1983 1983 Equipment latent load 4391 Btuh Volume (ft3) 18498 18498 Air changes/hour 0.26 0.14 Equipment Total Load (Sen+Lat) 23018 Btuh Equiv. AVF (cfm) 80 43 Req. total capacity at 0.75 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIERAIR CONDITIONING Trade CARRIERAIR CONDITIONING Model CH14NB0300000A Cond CH14NB0300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating Input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 29 °F Total cooling 28600 Btuh Actual airflow 899 ctm Actual airflow 899 dm Air flow factor 0.047 cfrnBtuh Air flow factor 0.052 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point = 37 OF Backup: lnput = 6 kW, Output =19028 Btuh, 100 AFUE Bokwafrc values have been manuallyoverridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2018-Jan-1618:11:10wrightS0f#" Right-Suit-Ouniversal2017 17.0.28 RSU17013 Page 1 s4C:A ... SpecifidWyndham Preserve\ of 49 - 1981 TR.rup Calc = MJ8 Front Door faces: S wrightsoftN Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyairoom V --b: www.energyairoom For Lot 49 -1981 TR, Starlight Homes 2346 Blue Grouse LN, Sanford, FL 32773 Design Conditions Job: Starlight -Wyndham Date: 4/14/2017 By: Plan: 1981 S Outdoor design DB: 92.6°F Sensible gain: 18627 Btuh Entering coil DB: 76.3°F Outdoor design WB: 75.9°F Latent gain: 4391 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 23018 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20916 Btuh 112% of load Latent capacity: 5203 Btuh 118% of load Total capacity: 26119 Btuh 113% of load SHR: 80% Design Conditions Outdoor design DB: 44.2°F Heat loss: 20865 Btuh Entering coil DB: 68.1 OF Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cim Output capacity: 28600 Btuh 137% of load Capacity balance: 37 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Manufacturer Actual airflow: Output capacity: Elec strip Model: 899 cfrrl 5.6 kW 91 % of load Meets all requirements ofACCA Manual S. Temp. rise: 50 OF 2018-Jan-16 18:11:10 wrightSOft" Right-SuiteOUniversal 201717.0.28RSU17013 Paget AGCK ... SpecifiGVyndham Preserve\Lot 49 - 1981 TR.rup Calc = MA Front poor faces: S wrightsoft, Duct System Summary Entire House Energy Air, Inc 5401 Energy Air, Ct. Orlando, FL 32810 Phone: 407-886-3729 Email: GRennerQenergyaircom web: vAkw.energyaircom For. Lot 49 -1981 TR, Starlight Homes 2346 Blue Grouse LN, Sanford, FL 32773 Job: Starlight -Wyndham Date: 4/14/2017 By: Plan: 1981 S 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 fiction rate 0.165 in/100ft 0.165 in/100ft Actual airflow 899 cfm 899 drn Total effective length (TEL) 170 ft Name Design Btuh) Htg clm) Clg clm) Design FIR Diam in) H x W in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (ft) Thank ba 2 c 142 3 7 0.194 4.0 Ox 0 VIFx 24.7 120.0 st3 bed2 c 1539 56 80 0.181 6.0 Ox 0 VIFx 29.4 125.0 s12 bed4 h 2353 111 77 0.181 7.0 Ox 0 VIFx 29.4 125.0 st3 br3-A c 1412 56 73 0.177 6.0 Ox 0 VIFx 33.1 125.0 st3 foyer h 1292 61 57 0.332 5.0 Ox 0 VIFx 9.3 75.0 kt-din-Fam c 2341 94 121 0.198 7.0 Ox0 VIFx 21.5 120.0 st1 kit-din-Fam-A c 2341 94 121 0.193 7.0 Ox 0 VIFx 25.3 120.0 st1 kit-din-Fam-B c 2341 94 121 0.189 7.0 Ox0 VIFx 27.9 120.0 st1 lawn c 847 15 44 0.329 4.0 Ox 0 VIFx 10.0 75.0 m ba h 743 35 24 0.177 4.0 Ox 0 VIFx 33.2 125.0 st2 m br h 3013 142 94 0.171 7.0 Ox 0 VIFx 33.5 130.0 st2 mwic h 1413 67 36 0,165 5.0 Ox0 VIFx 40.0 130.0 st2 Wc2-A c 48 1 2 0.181 4.0 Ox 0 VIFx 29.8 125.0 st2 c3-A h 533 25 14 0.174 4.0 Ox 0 VIFx 35.7 125.0 st3 v^c4-A h 955 45 28 0.175 4.0 Ox 0 VIFx 40.3 120.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type dm) dm) FIR fpm) in) in) Material Trunk st1 PeakAVF 281 363 0.189 666 10.0 0 x 0 VinlFlx st2 PeakAVF 302 235 0.165 553 10.0 0 x 0 VinlFlx st3 PeakAVF 241 200 0.174 545 9.0 0 x 0 VinlFlx BoWiitallc values have been mama! overridden 2018-Jan-16 18:11:10 wrightSOft' Right-SuiteO Universal 2017 17.0.28 RSU17013 Page 1 CO,... SpeaficWyndham PreserveU_ot49 - 1981 TR.rup Calc= MJ8 Front poor faces: S Name Grille Size (in) Htg Cfm) Glg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mal Trunk rb1 Ox0 899 899 0 0 0 0 Ox 0 VIFx W righ#Soft„ Right-SuiteO Universal 2017 17.0.28 RSU17013 SpecifidWyndham PreservetLot 49 - 1981 TR.rup Calc = MJ8 Front Door faces: S 2018-Jan-16 18:11:10 Page 2 Job M Starlight - Wyndham Performed for: Lot 49 -1981 TR 2346 Blue Grouse LN Sanford, FL 32773 Level 1 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 4074386-3729 www.energyair.com GRenner@energyaircom Mom Scale: 1 /8" = 1'0" Page 1 Right-SuiteO Unioersal 2017 17.028 RSU17013 2018-Jan 1618:13:00 am Preser e\Lot 49 -1981 TR.rup VTR 1-1/2" VTR VTR J >l„J AUTO TENT KS LAV 2,. LAV 2„ we g„ WY Cl 3u so 3" SH 211 3" TUB1B _. of is co PLAN 1981 PLUMBING RISER DIAGRAM L 0 Q n. N II c • p p 4)cl 4)W a toa V3 p O Q, 4, z v G CN m p 0 WYNDHAM PRESERVE LOT 49 LOT AREA CALCULATIONS LOT = 6.900 SQ.FT. LIVING AREA= 1,981 SQ.FT. GARAGE 402 SQ.FT. ENTRY = 78 SQ.FT. DRIVEWAY = 437 SQ.FT. WALKWAY 45 SQ.FT. A/C PAD 9 SQ.FT. IMPERVIOUS= 42.8 % SOD - 3,949 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1,500 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 300 SQ.FT. SOD 246 SQ.FT. TOTALAREA AREA _ 4 0 SQ.FT. DRIVEWAY = 551 SQ.FT. SIDEWALK = 345 SQ.FT. SOD = 4,210 SQ.FT. DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. Builffing Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' Side Street = 25' WYNDHAM PRESERVE - LOT 49 PLOT PLAN LOT 34 \ - ,^wLOT 35 \ t',9 ,., •.,. a._ r'ss .... ,..., e LOT 36 NORTH BOUNDARY LINE OF' LOi 49 cNo LOT 49 cNa AREA = 6,900 S.F. t A/Ci 7.7'; PAD 44.7 7.7' ACOVEREDLANAI 0 PROPOSED 1 STORY RESIDENCE w 2346 BLUE GROUSE LANE MODEL LOT 50 0 1981 OPHELIA ELEVATION - T GARAGE - RIGHT 4 FFE= 29.9 w 67 O MNO= 7.7' 18.0 2( I tNn vNi W___—_-- C' 60- ©V , PROPOSED 5' CONC SIDEWALK 16.0'--- 1 PROPOSED WALK PROPOSED DRIVEWAY F10' UT L: EASEM .r sap-.g 4' CUURB BLUE GROUSE LANE 50' RIGHT—OF—WAY PRIVATE ROAD) U 470.80' S89.40'51 "W PCP CENTER LINE - 44 4 w 0 LOT 48 O w 7.7' 1 ITY 7pT ( yPS') All, BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. PEP -Pool Equipment LE ENID:A[)USSD-Access/Drainage/Utilities/SidewalkLB -Licensed Business BFP-Bockfiow Preventer Sight Distance Easement PRM-Permanent Ref. MonumentSurvey R Reported PCP-Permonent Control PointJSD -Description FP&L-Florida Power & Light P -Plat FFE-Finish Floor Elevation D.B.-Deed Book Water Meter O.R.-official Records Book D4-Water Valve P.B. —Plat Book 7"—Fire Hydrant Pg. —Page RC® —Reclaimed Water Meter Elev. —Elevation RCD4—Reclaimed Water Valve Conc. —Concrete Cable BoxRBP —Brick Paver Telephone Box SW —Sidewalk 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 E--Guy Anchor RCP —Reinforced Conc. Pipe OU--Overhead Utilities PVC —Polyvinyl Chloride O—Storm Sewer Manhole NCS —No Comer Set (Falls in Water) D—Sanitary Sewer Manhole SF —Square Feet EWo —Electric Handhole D.U.E.—Drainage/Utilit Easement FMGD —MAG NAIL & DISK COO —Clean Out 01,11XI—Irrigation Control Valve P.K.—Porker Kolon Nail a —Sign SIR —Set 1/2" Iron Rod LB7768 WX—Gate Water Valve SPKD —Set P.K. & Disk L8776$ Gas Meter FIR —Found 1 /2" Iron Rod L87768 i 1 —Existing Grade FIP —Found 1 /2" Iron Pipe LB7768 a —Blow—off Valve Drainage Flow DirectionFPKD-Found P.K. Nail & Disk LB7768 FCM -Found 4"x4"_ Concrete 10.0 -Proposed Design Grade Description I Date I Dwn.I Ck'd I P.C. I Order No. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot 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 GEODE11C VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon ore 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) ADNLY S.4 ' A Mi 4 P&6itiit A LY) F p / • 4 J mes D. LS6915 FLORIDA PROF I SUR t& MAPPER NO . .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL PCP Ok to construct single family home with setbacks and impervious area shown on plan. Li.•431'/. 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 49, according t0 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 7768 GeoPoint Surveying,, Inc. Drawn: JE I Checked: JDL I P.C.: Data File:BrimnEast-Plat Date: 01 /20/18 1 Dwg: DfimnEwt-Lot4ll Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: F-----^ PALM ER ELECTRIC Starlight Homes 1981 LOAD CALCULATION December 12, 2017 I. HVAC LOADS INEC 2014 - 220.82(C)(3) - (40 ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 'VON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7,67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR 100% 5.40 KVA TOTAL. LOAD FOR AIR HANDLER (q) 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA 11. GENERAL LOADS INEC 2014- 220.82(BOt-f4 LIGHTING 1981 Sq Ft n 3VA/Sq. Ft 5.94 KVA QLy VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA I LAUNDRY CIRCUIT 1.50 1.50 KVA I DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 I WATER HEATER (1) 4.50 4.50 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER 1.20 1.20 KVA I DISPOSAL(I) 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 0 RANGE/OVEN (1) 7.20 1 RANGE/OVEN (2) 12.00 12.00 KVA COOKTOP CIRCUIT 7.20 SUMMER KITCHEN/JENAIR GAS 1.50 1 MICROWAVE CIRCUIT 2.50 2.50 KVA 0 JACUZ-71 TUB CIRCUIT 4.80 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT 7.20 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL. LOADS) 36.44 KVA I ST 10 KVA (GENERAL LOADS) (c7 100% 10.00 KVA REMAINDER (GENERAL LOADS) 40% 10.58 KVA SUB -TOTAL (GENERAL LOADS) fNEC 2014 - 220.82(B)) 20.58 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20,58 KVA TOTAL DEMAND LOAD (NEC 2014 - 220.82(A)l 30.96 KVA MINIMUM SERVICE SIZE 129.01 AMPS I RECOMMENDED SERVICE SIZE 150 AMPS 1 Typical 15UAmp Electrical Diagram 15OAmp xxam KELOKU[ UI' Y Typical 15OAmp Interior Panel 2/ OGERAluminum Service Cable r2"Conduit &( 3)20XHHVVAL&(1)1/0XHHVVAL EC25O.S4Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp Concrete Encased Electrode I w 7' LumW design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: W P0049 - W P0049 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: W P0049 Model: 1981 Tampa, FL 33610 4115 Lot/Block: 49 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 24 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No 1 2, 3 4 5__ 6_ 7 8 s 10 11 12 13 14 15 16 17- Seal# T13026342 T13026343 T13026344 T13026345 T13026346 T13026347 Truss Name Date A04 A05 A06 A07 A08 T13026351'A010 T13026352A011 T130263153 1 M-12 T13026354•A013 T13026355 CJ1 T13026356'CJ3 T13026357!CJ3A fI(*7f[? 1/23/18 1/23/18 1/23/18 1/23/18 1/23/18 1/23/18 1/23/18 1/23/18 1/23/18 1/23/18 1/23/18 1/23/18 No. Seal# Truss Name Date 18 T13026359 C J5A 1/23/18 19 T13026360 EJ7 1/23/18 t 20 T130ERB_ 1/23/18 21 262636i_, T130362H1 1/23/1 8_ 22 T130_26363 H_J7 1/23/18ti 23 113026364 ' V3 1/23/18 .... 24 T13026365V5 m The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIrTPI 1. These designs are based upon parameters shown ( e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 011 fqjf. t 4 39380 ST TE OF ,, Al E f`r 0.......... N A Thomas A. Albani PE td09390 Wei< USA, Inc. EL Cart 6634 6904 Parka East Blvd. Tampa EL 33610 Date: January 23,2018 Albani, Thomas 1 of I Job Truss TrussType aty Ply WP0049 T13026342 WP0049 A01 Hip Girder 1 I lot) Reference (optional) BUIldets PtrstSokiice, Tampa, Plant City, Florida 33503 8,130 s Sep 15 2017 Mi1ek Industries, Inc, FLIe Jan 23 07:22:12 2018 Page 1 IDAxiZSyQ5jpnpciC0HML1Og1zP836 5h?.IJIBfKF04ZxV2ZEfnq2zAexlKHvrniL,wcd4lc)z$Y9v 1- 0-0 4-2-3 7-0-0 12-1 15 17-2-1 22-4-0 27-5-5 32-6-11 37-8-0 40-5-13 , 44-8-0 45-8-0 1- 0-6 4-2-3 2-9-13 5 503 5-1 15 5-1-5 5-1 5 15-1-5 2-9-13 42-3 i 0-o Scale = 1 76 4 500 12 2x4 4 26 27 " 28 29 6 2x4 5x6 WB 2x4 31 7 S 32 34 -is 1 (1 3c, 3393- 11 3x4 4x6 25 24 38 319 23 40 41 22 21 42 43 20 44 45 19 1846 47 17 48 49 16 15 4x6 2x4 4x6 - 20 7X10 = 2x4 4)K6 2x4 4- 2-3 7-0 0 12-1-15 17-2,1 21-4-0 22-4-Cl 27-5-5 32-6-11 37-8-0 40-5 13 44-8-0 4- 2-3 2.9-13 5-1-15 5-03 4-1-15 1-0-0 5-1-5 5-1.5 5-1 5 2'14-13 4-2.3 Plate ( Ylsefs (X,Y)-- [40-5-12,0-2-81, 18:0-3-0,Edge), [11:0-5-12,0-2-81, [20:0-5-0,0-4-4j LOADING (psf) SPACING- 2-0-0 CSL DEFL. In (loci Ide'll Ltd PLATES GRIP TOLL 20, 0 Plate Grip DOL 1 25 TG 1 00 Vetl(LL) 010 16-17 >999 240 MT20 244/190 TGDL 7, 0 Lumber DOL 1.25 BG 049 Vert(CT) 019 16-17 >999 180 BOLL 0. 0 Rep Stress lock NO WB 0,80 Horz(CT) 0,06 13 n1a n/a BCDL 10. 0 Code FBC2017,qPI2014 Matrix-SH Weight: 264 lb FT = 20°0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD StrU011-1fal wood sheathing directly applied or 3-5-6 oc purlin's'. 4-8: 2x4 SP No-1 BOT CHORD Rigid ceiling directly applied or 8-8-0oc, btacing, BOTCHORD 2x6 SP No-2 WEBS 1 Row at midpt 6-20, 9-20 WEBS 2x4 SP No.3 OTHERS 2X4 SP No.2 REACTIONS. (Ib/ size) 2=121810-8-0, 20=4357/0-8 0, 13=121710-8-0 Max Holz 2=-46(LG 32) Max Uplift 2=-40(3(l_G 8), 20=-1471 (LC 4), 13=-409(LC 9) Max Grav 2=1224([_G 19), 20=4357(LC 1), 13=1224(LG 20) FORCES. (lb) - Max, Cornp./Max,TGn. All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2451(802, 3-4:-2319(802, 4-5=-1%0/699, 5-6=-19591699, 6-7=-846/2625, 7 9=- 846/2625, 9-10=-19641698, 10-1 1=-1%4/698, 11-12=-2318/801, 12-13=-24491810 BOT CHORD 2-25- 726/2200,24-25-726/2200, 23-24=-674/2148, 21-23=-561330,20-21=-56/330, 19-20=-51t310, 17- 19=51/310, 16-17=-669/2147, 15-16=-687/2198,13-15=-687/2198 WEBS 4-24--851603, 5-23579/355, 13-23=639/1893, 6-21 =0/349, 6-20=3339/1129. T20=-672/408, 9-20=:-3325/ 1 126, 9-19=01354, 9-17=-647/1912,10-17=-580/357, 11-16=-87/601 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10, Vult= 140irnph (3-second gust) Vasd=108rnph; TGDL_=4.2pst: BCDL=3.0jpsf1 h=l 5111; Cat, 11; Exp 0 ' Encl., GCpi=0.18; MWFRS (envelope), cantilever left and right exposed I end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding, 4) All plates are 5x8 MT20 unless otherwise indicated, 5) This truss has been designed for a 10.0 psf bottom chord live load n0nC0oGkIfreot with any other live loads. 6) * This truss has been designed for a live load of 20,Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical Gonnection (by others) of truss to hearing plate capable of withstanding 406 Ith uplift at joint 2, 1471 to uplift at joint 20 and 409 In uplift at joint 13, 7ron, 4s A. Allvani PE No. 33380 k0iTsk, USk inc, FL C kl H34 61U Parke East ENO, Tampa FL 31610 Date January 23,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED WEP(REFERANCE PAGE Affl-7473tev. f0103MIS BEFORE USE. MiTek I Jblt< slo(oqo, 01, 1 l"'l, ino of ftw'-, ind (fit,,, zyst,vi,e ANSUTPII Quality Criteria, DSB-89 and 8C$1 Building Component 6904 Parke East 6tvd Safety Information avAlot+, W,iii Itkt4s In'tirsle, 2118 Ill l"', Skille? 17, AJox avid, i. VA 223)4. Tampa Fl- 3WO 1 ype T13026342 WP0049 Ant Hip Gilder I Job Reference (optional) Builders FilstSoorce, Tampa, Plant City, Florida 33566 8,130 s Sep 15 2017 Mire Industries, Inc. Tire Jan 23 0722,12 2018 Page 2 ID:4xiZSyQSpnperG0HML I OglzP836-5hzlJlBtKF04ZxV2ZEri)q2zA('.xI KHvmlLwcd4tOzsY9v NOTES- 8) Hangers) of other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 202 lb Lip at 7-0-0, 105 lb down and 107 Ib Lip it 9-0-12, 105 In (town and 107 In Lip at 1 1 -0 12, 105 lb down and 107 In Lip at 13-0-12, 105 lb down and 107 In tip at 15-0 12, 105 lb down and 107 lb Lip at 17-0-12, 105 Ib down and 107 It) LIP at 19-0-12, 105 In down and 107 lb Lip at 21-0-12, 105 lb (town and 107 lb Lip at 22-4-0. 105 lb down and 107 Ib up at 23-7-4, 105 lb down and 107 lb up at 25-7-4, 105 lb (town and 107 Ib tip at 27-7-4, 105 lb down and 107 Ib Lip at 29-7-4, 105 Ib down and 107 lb tip at 31-7-4, 105 Ith down and 107 lb LIP at 33-7-4, and 105 lb clown and 107 It, LIP at 35-7-4, and 200 lb down and 202 Ib tip at 37-6-0 on top chord, and 320 In down and 109 lb Lip at /-0-0, 81 lb down at 9-0-12, 81 lb down at 11-0-12, 81 In down at 13-0 12, 81 In down at 15-0-12, 81 lb down at 17 0 12, 81 lb down at 19-0-12, 81 Ib down at 21-0-12, 81 lb down at 22-4-0, 81 1b down at 23-7-4 81 lb down at 25-7-4, 81 Ib down at 27-7-4, 61 In down at 29-7-4, 81 lb down at 31 7-4, 81 Ib down at 33-7-4, and 81 In down at 35-7-4, and 320 lb down and 109 In tip at 37-7-4 on bottom chord. The design/selection of such connection devioe(s) is the responsibility of others, 9) In the LOAD CASE(S) section, loads applied to the face of the tills,; are noted as front (IF) or back (B), LOAD CASE(S) Standard 1) Dead , Roof Live (balanced): Lumber nciease=1,25, Plate InGrease,= 1 25 Unifown Loads (pit) Verli 1-4=-54, 4-11 =-54, 11-14=-54, 2-13=-20 Concentrated Loads (lb) Vert: 4=-1 53(B) 11 =-1 53(B) 24=-320(B) 6=-105(B) 21=-58(B) 20= 58(B) 7=105(B) 19=-58(B) 9105(B) 16=-320(B) 26=105(B) 27=-105(B) 28=-105(B) 29-- 105(B) 30=-105(B) 31--105(13) 32=-1105(B) 33=-105(B) 34,-105(13) 35105(B) 36=-105(B) 37,-105(B) 38= 58(B) 39=-58(B) 40=58(B) 41=-58(3) 42=-58(13) 43=-58( B) 44-58(B) 45=.58(B) 46=-58(B) 47=-58(B) 48=-58(B) 49=-58(B) WARNWO- Verify design parameters and READ NOTES ON THIS AND WCLUDEDMITEKREFERANCEPAOEMil-7473 rev. flilo"015 BEFORE USE, 0,ssIfiv, M I f'l u- "I ltywllhmll,k ,iin- 1,,[ lhkik siiqfit I,) -,I -nly lj-lq ,If, In ;101vlk+juot kill, ill i'l, lvi-i,t 0, ,t it• it N, 'Y'Akin,, W+ I, i ir-, I I , I 'k A[, jijij d-jl I, ( I" o, I Vortly the i,itj 4i, it 'R I ty w I... 1,;', , ileI ['I<'l tly it 1, 'It -1( A, It it, J-*,ll it it, Ih, '-f ill Idt t,iAi11I KI lo l jr I. IQ' Y'rnqin* -I, 'i Is Ii, I it ki, it", JIVI(Itt'l It, im I i-f I I it, m it w-nly A A 1I i'l-+)[Y Mi, I I. m,v v,, 10 1 it s I MiTek' I,Itilllyo, Ir, I qov( itlt "ohillffy,M), I k'l oni4ilv,l,gyg Aral ", titi, "Iflot I, 0'to j,kqrv,aY, o(,, li-l'' It i0t,rof:ili, I or rrii,s,,,yslom%, ii!ANS(/TPI I Quality Criteria, DSB-BFondl SCSI Building Component 6904 Parke Cast UNd rely Information Tirripa R- 31610 Job Truss Ira WP0049 A02 Hip 101tomp, 1-0-0 5-7-6 9-0.0 15-8-14 1-0-6 5,7-6 3.4-10 6-8-14 500 '5- 4 Oty Ply WP0049 T13026343 Job Reference (optional) 8,130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:19 2018 Page 1 ID:4xiZSyQ5pnperCOHMLIOg I zP836-NI uhnjH2hPLi5kiOXOLJCO-I-qRzvlrmZ2?(iNXCqySUzsY90 22-4-0 28 11-2 35-8-0 39-0-10 44-8-0 4580 6 7-2 6-7-2 6-8-14 3-4,10 5-7 6 i-o-0 2x4 5X8 - 5X8 -- 5x8 - 5 6 7 8 6X8 Scale = 1 76 1 5X6 -- 17 16 is 14 13 5X6 - SX8 700 51 X8 7XIO SX8 90-0 15-8-14 2240 28-11-2 35 8-0 9.0-0 6-8-14 6.7-2 6-8-14 Plate Offsets (X,Y)-- [2:0-5-1,6-0-31, [4:0-4-0,0-2-2], [9.0-4-0,0-2-2], [14:0-5-0,0-4-12], 116 0-5-0,0 4-121 LOADING (psf) SPACING- 2-0-0 TOLL 20,0 Plate Cvip DOL 1,25 TCDL TO Lumber DOL 1,25 BELL 0,0 Rep -Stress Inut YES BCDL 10,0 Code FBC2017fTP12014 LUMBER - TOP CHORD 2X4 SP NO2 4-6,6-9: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No,3 REACTIONS. (Ib/size) 2=1700/0-8-0,11=1700/0-8-0 Max Hoiz 2=-57(LO 13) Max Uplift 2=-477(LG 8), 11 =-477(LC 9) 44-8.0 90-0 CSI, DEFL. it) loc) Vdctl Lid PLATES GRIP TC 0,74 Veil(LL) -0,33 15 >999 240 MT20 244/190 BC 0.26 verl(CT) -0,61 15 >863 180 WB 0,52 Horz(GT) 0,13 11 n/a Na Matrix-SH Weight 277 1b FT = 20% BRACING- TOPCHORD Structural wood sheathing directly applied or 2-9-9 oc pUrlins, BOTGHORD Rigid ceiling directly applied or 6-4-3 oG btacing, WEBS 1 Row at midpt 5-17, B-13 FORCES. ( lb) Max. Cornp,/Max, Teti. - All forces 250 (lb) or less except when Shown, TOP CHORD 2-3-3598/2258, 3-4=-33%/2064, 45=-3153/1963, 5-7=-4957/2959, 7-8=-495712959, 8- 9=-315311963, 9-1 0=-3395/2064, 10-11 =-3598/2258 BOT CHORD 2-17=-1996/3246, 16-17=-2504/4521,15-16=-2503V4524, 14-15=-2471/4524, 13- 14=-2472/4521, 11-13=-1900/3246 WEBS 3 17=-162/349,4-17m-578/1022,5-17=-163519(32,5-15=-279/562,7-15=-340/293, B- 15=-280/562,8-13--1635/931,9-13=-578/1022,10-13.--162(349 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph;'TGDL=4.2pSf; BCDL=3,0psf; hv1511; Cat. 11, Exp C-1 Encl., GGpi= 0.18; MWFRS (envelope) and G C Cornet(3) -1-0-0 to 5-0-0. Exteuot(2) 5-0-0 to 45-8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-G for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip bOL= 1,60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a 10.0 Psi bottom chord live load nonconairlent with any 011ie( live loads, 5) * This truss has been designed for a live load of 20,Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2= 477,11=477. 2 Thomzs i Aibaf}i PE No.NISO LISA, ln, FL Cert 634 WN Pattie Eist 514. TliAP3 FL 33810 Date: January 23,2018 Al, WARNING, Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev, 1010,VWIS BEFORE USE Ny, q-,; llf lnl,+ F-j nI 1I, 'r 1-o'kin MiTek ANSI/Tplj Quality Criteria, DSB-89 and SCSI Building Component 6904 Parka East Blvd. Solely Information w, rlol 4,, W Ffi lrrj,s IV itL ;118 N i i- Site )l ',,olo 3 12, Alex, in, Wl'j. VA 223 I A Tampa FL 33610 Job TRISS Truss Type WP0049 A03 Hip Buidets FirstSoutce, Tampa, Plant City, Florida 33566 1-0-0 5 1 C, 11-0-0 18,7 4 I0-6 5-1-6 5 10 10 7-7-4 500 12 5X8 Y riy T13026344 Job Reference (optional) 8.130 s Sep 15 2017 MiTek Indl-stROS, Inc. Tue Jan 23 07:22:20 2018 Page 1 ID:4xiZSyQ5pnpoCOHML,109lzP836-sDS3 IFigSjOyWA6alvviNfV2WF7BnNLXti),,ZV wzsYgn 26-0-12 33-8-0 39-6 10 44-8-0 46 8-0 7-5-8 7 7 4 5-10 10 5-1..6 1-o-6 2x4 4x6 - 3X6 - 5 6 7 5X6 8 19 18 17 16 115 14 13 12 2X4 4xG - 5X8 -= 5X8 -- 2)(4 5X8 5X8 -- 2x4 5-1-6 11 0-0 18 74 26-0-12 33.8-0 39 (31-10 44-8-0 5-1-6 5-1&10 7-7. 4 7-5-8 7-7-4 5-10-10 5-1-6 Plate Offsets (X,Y)-- [2:0-5-1,0-0-31, [4:0-5-12,0-2-81, [6 0-3-0,Edge), [8,0-3-0,0-2 41, 110:0-5-1,0-0-3) LOADING (psi) SPACING- 2-0-0 CSL TCLL 20,0 Plate Grip DOL 1 25 T G, 0,83 TCDL TO Lurnbet DOL 1 25 BG 0,24 BOLL O'D Rep Stress Incr YES WB 0.89 BCDL 10,0 Code FBC2017/T P12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 'Except" 4-6: 20 SP M 31, 6-8: 2x4 SP No, I BOT CHORD 2x6 SP M 26 WEBS 20 SP No,3 REACTIONS. (Ilp/size) 2=1700/0-8-0, 10=170010-8-0 Max Horz 2=-70(LC 17) Max Uplift 2=-457(LC 8), 10---457(LG 9) Scale = 1 :76 1 DEFL. in (loc) I/dett Ud PLATES GRIP Vetl(LL) -0,31 15-16 >999 240 MT20 244/190 Verl(CT) -0,57 15-16 >924 180 Horz(CT) 011 10 o/a Iva Weight: 262 It) FT = 20% BRACING - TOP CHORD SIructural wood sheathing directly applied, BOT GHORD Rigid ceiling directly applied or 6 11 -0 oc bracing. WEBS 1 Row at nadpt 7-16, 7-13 FORCES. (1b) - Max, Comp./Max. Ten. All forces 250 lb) or less except when shown. TOP CHORD 2-3=-3637/2278, 3-4=-323911977, 4-5----387412397, 5-7=-3874/2397, 7-8=-2954/1893, 8-93231/1970, 9-10=-3641/2283 BOT CHORD 2-19-2031/3291, 18-19=-2031/3291, 16-18=-1593/2943, 15-16=-2095/3887, 13- 15=-2095/3887, 12-13=-1937/3295, 10-12=-1937/3295 WEBS 3- 1 8=-386/469, 4-18=- 149/406, 4-16=-626/1198, 5-16=-429/369, 7-15=0/301, 7- 13=-1204/638, 8-13=-451/875, 9-13=-398/481 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASGE 7-10, Vult=140mph (3 second gust) Vasd=108mph, TCIDL=4.2pst; BGDL=3.0psI: lb=15tt Gal, III Exp C, Encl., GGpi= 0181 MWFRS (envelope) and G-C Gciiner(3) -1-0-0 to 5-1-6, Extenar(2) 5-1-6 V,45-8-0 zone, cantilever left and right exposed end vertical left and tight exposed,G-C for members and forces & MWFRS tot reactions shown Lumber DOL=l .60 plate grip DOL= 1,60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a 10.0 psf bottom chord live load rionconcurrent with any other live loads. 5) ' This truss has been designed for,) live load of 20,Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 6) Provide mechanical connection (by others) of lRiss to bearing plate capable. of withstanding 100 lb uplift at)oint(s) except ot=lb) 2= 457,10=457, Thongs A. Albam PE No,39380 ctiTeK USA, inc FL Coil 6634 6404 Parks East Blvd, Tarnpa FL 3afil Date January 23, 2018 Ai WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11- 7473 rev. 101031"15 BEFORE USE. olid 1- 1 io-,IJy Witt, %41(,*, It- mwA ,,$ try the, III 4v"'hility I -it I 14"(X dy iw 'If + )I, thir, do,5jn i"I" tI", ",%1, 111 Milk l llveiy cac lien rrj, It+,, 1"o "I Inns-, nvi run Svsrr,rrs-ANSIfTPIl Quality Criteria, DSO.89 and SCSI Building Component 6904 Parke East 13t1d Safety Information ov,r1kA+, 4c m litw, K,I,, h0ihro, Tin N VA'22314, larrpvi FL 93610 Job WP0049 A04 i RistSource, Tampa. Plant City. Florida 1-00 7-7-12 1-0-6 7-7 12 c on 544 F13026345 Hip 2 1 Job Reference (optional) 66 8,130 s Sep 15 2017 MiTck IndusVies, Inc, rue Jai) 23 07:22:21 2018 Page I JD:4xiZSy05pnpCrC0HML1Og I zP836-KPORCN IID08o8KI)tit)(IOxws2EvfKsWvEg?WJ3XMzsY9rn 1934 25-4-12 31.8-0 37-0-4 448-0 458-0 6- 3-4 6-1 8 6-3 4 5-4-4 7-7-12 i 0-6 5X8 -- 2A 3X8 = 4A -- 6 7 5X6 - 8 Scale = 1:79 5 I 5x8 STP - Iq 18 it 16 I'll - 13 12 1 Sx8 !-i I P - 4x6 -- 2x4 3x4 - 4,< 6 = 3X8 - 2x4 4x6 -= 3X8 - 2x4 41e ti 7- 7-12 13-00 19-3-4 25-4 12 31-80 37-04 44-8-0 7- 7-12 54-4 C 3-4 6-1-8 6-3-4 54-4 7-7-12 Plate Offsets (X,Y)-- 4:0.5-12,0-2-8), [6:0-2-12, Edge], [8:0-3-0,0-2-41 LOADING ( psf) SPACING- 2-0-0 CSL DEFL. in (Ioc) I/dett LAI PLATES GRIP T C, L L 20,0 Plate Grip DOL 1.25 TC 0,79 Verl(LL) 0,33 15-16 999 240 MT2() 2441190 TGDL 70 Lumber DOL 1.25 BC 038 Vert(CT) 0,62 15-16 848 160 BOLL 0,0 Rep Stress Inct YES WB 0,53 Horz(GT) 0,20 10 n/a n/a BCDL 10,0 Code FBC,2017fTP12014 Matrix-SH Wetghl, 232 Ib FT = 20% LUMBER - TOP CHORE) 2X4 SP NOA 4- 6,6-8: 2X4 SP No, 2 BOT CHORD 2x4 SP N0,1 *Except* 14- 17: 2x4 SP No.2 WEBS 2x4 SP Na-3 BRACING - TOP CHORD Structural wood sheathing directlyappliedor 2-2-0 ce, pudins BOTCHORD Rigid ceiling directly applied or 4-1-6 oc hiacing, WEBS I Row at midpt 7-13 REACTIONS. (lb/ size) 2=170010-8-0, 10=-170010-8-0 Max Horz 2=81 (LG 16) Max Uplift 2-437(LG 8), 10=-437(LC 9) FORCES, (lb) Max, Comp -/Max. Teri, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3524/2169, 3-4=-2988/1873, 4-5=-3249/2076, 5-7=-3249/2076, 7-8-2720/1784, 8-9= 2988/1873,9-10=-3523/2170 BOT CHORD 2-19=-188113157, 18-19=-188113157,16-18=-143012707,15-16=-1719/3249, 13-15=- 171913249, 12-13=1788/3157, 10-12=-1788/3157 WEBS 3- 19,--0/276, 3-18=-5391529, 4-1 8.--226/416, 4-16_-419/833, 5-16=-3521306, 7-13=- 822/416, 8-13= 4871851, 9 13=-539/530, 9-12,--01276 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=l 40mph (3-socond gust) Vasd,-1 08hiph; TGDL=4 2psf, BCDL=10psf; h= 1 51t; Car, H, Exp G; Encl., GCEa=0, 1 8; MWFRS (envelope) and C-C Corner(3) - 1 -0-0 to 5-0-0, Exterior(2) 5-0-0 to 45-8-0 zcine; cantilever left and right exposed end vedical left and right exposed'G.-C for members and forces & MWFRS for reactions shown; Lumber DOL-1,60 plate grip DOL=1. 60 3) Provide adequate drainage to prevent water pending, 4) This truss has been designed for a 10,0 psf bottom chord live load nonconGutient with arty Other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between in(,,, bottom chord and anV other members. 6) Provide mechanical connection (by others) Of truss to bearing plate capable of withstanding 100 lb Uplift at JOIN($) eXCoPt (jt=lb) 2=437. 10=43T Thomas 4, All:iyini PE No,39330 NKek US4, lni: Ft. Cort 66"s4 6934 Parlle East Blvd, Tampa FL 33V Date e January23, 2018 ik WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED 11,41TEKREFERANCE PAGE MII-7473 rev, 1010"015 BEFORE USE. D-4,) nvoll' I k a Il-,IAV ",111, 1011,40" "1 It 11"t jai'l ", lily th"'ll 4 4i)Hltly -(dwk)ll I, jlop,,ly it oi;x vlk' 61- 11- >vco rll Xr,klt,, tv, A k mr "I'lly, , A, I t, io j MiTek' iy.IIW,, Iy,f"qkdw-j k" %I,AAIY jjj l will, I l"I A ajki,fu, (, w ya,liinq 11- IkIl"Ind twlck,{) "I and I QualityCriteria, DSB-89 and SCSI Building Component 6504 Parke East WA Safety information ti-m ri 1, :11 >, APx, lfAW3. VA n l 14 Tamps, FL 8s610 Job Truss Tiuss,lype IN P0049 A05 Hip Builders FlistSource, Tampa, Plant City, Florida 33566 0 7-4-11 15-13-0 22-4-0 1-0-6 7-4-11 7-7-5 7-4-0 5.00 12 5X8 Qty T13026346 2 1 Job Reference (optional) 8.130 s Sep 15 2017 MiTek Industries. Inca TLIO Jan 23 07:22:22 2018 Page I 1[):4xiZSyQ5pnperCOHML10g1zP836-oc,ipPjJwzKC,fITGz9KyAS4bMn3eaFNapDA2c3pzSY91 29-8-0 37-3-5 44-80 45-8-0 74-0 7-7 5 7A 11 i-o 6 7 Scale = 1 81 0 I Sx8 ST P 18 7 15 13 12 1.5x85tF, 4x6 - 2x4 4x6 = 3X8 3x4 - 2x4 4x6 - 3x4 -- 4x6 - 7-4-11 15-0-0 224-0 298-0 37 3-5 y 44-8-0 7-4-11 7-7 5 7 4-0 7-4-0 7-7-5 7'4-11 Plate Olfse(S (X,Y)- 14:0-3-0,Edgel, [50- 5-12,0-2-81, 7 0-5-12,0-2-8), [8:0-3-0,Edge) LOADING ( pst) SPACING- 2-0-0 CS1. DEFL, in loc) Vdefi L(d PLATES GRIP TOLL 20,0 Plate Grip DOL 1,25 Tc 0,98 Veii(LI-) 0,32 15 >999 240 MT20 244/190 TCDL TO Lumber DOL 1.25 BC 0.94 Vert(G1) -0,59 13-15 >895 180 BCLL 0,0 Rep Site$, Inca YES WB 0-46 Horz(G-F) 0,21 10 n/a Iva BGDL 10,0 Code FBC20171TP12014 Matrix-SH Weight: 226 lb F7 = 20"% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood st icanong directly applied. 4- 5,7-8: 2x4 SP No-1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No,2 WEBS 1 Row at midpt 3-17,9-13 WEBS 2x4 SP No,3 REACTIONS. ( lb/size) 2=1700/0-8-0, 10=1700/0-8-0 Max Herz 2=93(LC 12) Max Uplift 2=-417(LC 8), 10-417(_G 9) FORCES. ( 1b) - Max. Comp./Max, Teti. - All forces 250 (11h) or less except when shown. TOP CHORD 2-3=-3561/2217, 3-5=-2851/1783, 5-6=-2893/1905, 6-7=-2893/1905, 7-9=-2851/1783, 9- 10=-3561/2217 BOT CHORD 2-18=-1933/3197, 17-18--1933/3197,15-17=-132i/2562, 13-15=-1306/2562, 12- 13=-1840/3197,10 12=-164013197 WEBS 3-18=01314, 3-17=-704/660,5-17=-198/491, 5-15=-26W6Q0,6-15=-443/372, 7- 15=-266/600, 7-13=- 1981491, 9-13=- 7041660, 9-12=0/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: V01=140hiph (3-second gust) Vasd=108mph: TCDL=42psf: BCDL=3.0pst: h= 1511[; Cat, 11, Exp C; End', GCpt= o,l 6, MWFRS (envelope) and C-C Corner(3) -1 -0-0 to 5-0-0, Extetroi(2) 5-0-0 to 45-8-0 zone, cantilever left and right exposed end vertical left and nght expoSed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water pending, 4) This miss has been designed for a 10,0 pst bottom chord live load nonconcurrent with any Other live. loads. 5) ' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members, with BCDL -- 1 0.0psf, 6) Provide mechanical connection (by others) of truss to boating plate capable of withstanding 100 Ib L*Irf at joint(s) except (jt=1b) 2= 417,10=417. WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473re, laWI2015 BEFORE USE, I I,,rilli III, I ''I'ly \,itt, Mil,kl, roI,-I,is It, 111IrV1,iw)I I IA, lit xj , Iiij , t,,nl, fy 't B"r- le u', IN, mill v,lify 111,, 114 0-ItAlly J-1,fly In' rk--.vr ill h-i' lni,,IIit-I,-I,ry. Ad4ti-II'A loti'l-vily -Rid J,mvjwenl 1+1"iti j Willi I ( iiiiny,il"I I'Ioj+< Ily 441'1z#jo, 1-1 ,n ner ri yrud nv ewlywlllvj It,(, lot"k in ol truss -ind Quality Criteria, DSB-8?onl SCSI Building Component Safety Information Iv4ot, krtics ;1111N il? Thomas 4, Albam PE No,39380 W T O USA, Inc. FL Cert 6634 904 Facie East Bkd, 7,jMp) FL 33610 Cate January 23, 2018 M11, MiTek 6904 Patke Eall Blvd. Timpi FL 33610 Cry T13026347 W P0049 A06 Hip 2 1 Job Reference (optional) BUJIdeis FiistSouice, Tampa,- Plant City, Florida 33566 8130 s Sep 15 2017 Mi rek Industries, Inc. Tue Jan 23 07:22:23 2018 Page I ID:4xiZSyQ5pnpciCOHMt-109lzP836-Go8Bcl3KYkeOWNdi9i2TP?H7bMSz1 o]zSqo9bFzsY9k 1-00 5 11-10 11-8-15 17-0-0 22-4-0 27-8-0 32,11-1 388-6 44 8-0 458-0 I-o-6 5-11-10 5-9-5 53-1 54 0 5-4-0 5-3-1 5-9-5 5-11-10 1-0-0 Scale = 1 78 0 500 12 5X6 = 3X8 5x6 7 8 a) 11 t8 ca 17 16 3x4 - 4x6 2x4 3X8 3x4 3X8 4x(3 7-11-1 1700 22-4 0 2T8-0 36-8-15 44-8-0 7-11-1 9-10-15 5.4-0 5-4-0 9-0-15 71 1-1 Plate Offsets (X,Y)-- 2.0-4-2,0-1-81,[6:0-3-0,0-2-41,[8:0-3-0,0-2-41,[12:0-4-2,0-1-8] LOADING (psh SPACING- 2-0-0 CSL DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20,0 Plate Grip DOL 1,25 FG 0,73 Verl(LL) 0,31 17 9919 240 MT20 244/190 TCDL 7,0 Lumber DOL 1 25 BC 0.99 Vert(CT) 062 18-20 852 180 BCL.L 0,0 Rep Stress Incr YES WB 0.59 H(.)rz(CT) 0,21 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matnx-SH Weight; 244 lb FT = 20'% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD BOT CHORD 2x4 SP No-2 BOT CHORD WEBS 2x4 SP No-3 WEBS REACTIONS. (10/size) 2=1700/0-8-0,12=1700/0-8-0 Max Holz 2= 1 04(LC 12) Max Uplift 2=-418(LC 12), 12=-418(LG 13) FORCES. (lb) - Max, Comp,/Max. Ten, - All forces 250 (11h) or less except when shown. TOP CHORD 2-3=-3562/2280,3-5=-3380i2197, 5-6=-263511724, 6-7=-239111651, 7-8=-2391/1651, 8-92635/1724,9-11=-3380/2197, 11-12356212281 BOT CHORD 2-20=-2010/3200,18-20=-1586/2794.17-18=-1289/2526,16-17= 1289/2526, 14-16=- 1550/2794, 12-14=- 1916/3200 WEBS 3- 20-222/369, 5-20=-306/485, 5-16=-572/529, 6-18=-424/734, 7-18=-3931166, 7-16=- 3931166, 8-16=-424/734, 9-16=-572/529, 9-14=-306/485, 11-14222t`369 Structural wood sheathing directly applied or 2-7-2 00 PUrlinS, Rigid ceiling directly applied or 2-2-0 oc bracing, 1 Row at ruicipt 7-18, 7-16 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10, Vull=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf1 BCDL=3,0psf1 h=15111 Cat. 11: Exp C, Eric[,, GCpt=0,18; MWFRS (envelope) and C-0 Corner(3) -1-0-0 to 5-0 0, Exterior(2) 5-0-0 to 45-8-0 zone; cantilever left and right exposed end vertical left and tight exposedIC-C for members and forces & MWFRS for toactions shown; Lumber DOL=1.60 plate grip bOL=1,60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10,0 pst hollorn chord live load nonconcuirent with any other live loads. 5) "This truss has been designed for a live load of 20,Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joint(s) except (It--Ib) 2-418,12= 418, Thomas A. Aibdni PE No,3e380 Tek USA, Iric, FL C0 6634 054 Parke East Blvcf, Tamwl FL 33610 Late January 23, 2018 A L WARNING. Verify dos(gnparameters and READ NOTES ON THIS AND INCLUDED M(TEKREFERANCEPAGE Mll-7473 rev, f01031201S BEFORE USE, Ik V'Ai I oljns,sYsIom MiTek rs- Alw IV,, I, qt At, I to t it 41jlyon I With uAt'iy rind 1 -1 I I y -r k'r A p Ad, A the wN, I t anti t'fa, 11,or 4 in I liu, v,l,,1, i,,, ,;ANSUTPI I Quality Criteria, D$8-89 and SCSI Building Component 6904 Parke East BW Safety Information o,,,<9kA Ao 4-in (nisi, 1%)j,, I it rr Noxon, 10, 1. IW22S 14 Tampa FIL 3LI610 Truss -Type, Oty Ply WP0049 T13026348 WP0049 A07 Hip Builders F:11$tSQutCe, Tampa, Plant City. Florida 33566 i-0-0 7 04 12-7-15 19-0-0 i-o-6 7-0-4 5-7-I 1 6 4 1 SX8 = 6 2 1 Job Rotor once (optional) 8,130 s Sep 15 2017 MiTok Industries, Inc. Tue Jan 23 07:22:24 2018 Page 1 ID:4xiZSyOSpnperC,OHML10glzP836-k haqPKAVxXNvnQLGI eXVglRsJ jIz6hUXj7hzsY9j 25-8-0 320-1 37.7-12 44.8-0 45-8-0 6-8-0 6-4-1 5-7-11 7-0-4 i-0 6 5X6 7 Scale = 1:81 0 I 5x8 STF= 20 19 1 1 11 16 14 113 1 Sxtj 5 I il = 3X8 - 2x4 3x4 4X6 3X4 - 3X8 4X6 3X4 2x4 3X8 - 7 0-4 12-7 15 19-0-0 258-0 32-0-1 37 7-12 44-13-0 7-0-4 5-7 11 6.4 1 6-8.0 6-4.1 5-7.11 7-0-4 Plate Offsets (X,Y)-- [2.042,0-1-81,[6:0-5-12,02-8],t7:0-3-0,02-41,111:0-4-2,0-1-8j LOADING (psl) SPACING- 2-0-0 CSL DEFL- in (loc) Vdeff L/d PLATES GRIP TCLL 20,0 Plate Grip DOL 1,25 T C 0,90 Ved(LL) 0,30 17 >999 240 MT20 244/190 TCDi,, 7,0 Lumber DOL 1.25 BC 0,95 Ved(GT) 055 17-19 >969 180 BOLL 0.0 Rep Stress Inci YES WB OAGI Hoiz(CT) 0,21 11 11/a rja BCDL 10,0 Code FBC2017/TP12014 Matnx-SH Weight: 243 In FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applted- BOTCHORD 20 SP No.2 BOTCHORD Rigid ceiling directly applied or 2-2-0 oc placing. WEBS 2x4 SP No,3 WEBS 1 Row at n)idpt 5-17, 6-16, 8-16 REACTIONS. (lb/size) 2=1700/0-8-0,11=1700/0-8-0 Max Hot z 2= 1 16(1-C 16) Max Uplift 2=-432(LC 12), 11 =-432([-C 13) FORCES. (1b) - Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when Shown, TOPCHORD 2-3=-3545/2254, 3-5=-3039/1969, 5 6=-2461/1649, 6-7=-221911594, 7 8=-2461/1649, 8-10=-3039/1969, 10-11=-354512255 BOOT CHORD 2-20=- 1966/3179,19-20=-1966/3179,17 19-1536/2752,16-17=-1097/2218, 14-16--1507/2751, 13-14.---1873/3179, 11-13= 1873/3179 WEBS 3-20=0/259, 3-19=-497/485, 5-197 182/403, 5-17= -707/576, 6-17=-328/594, 7-16=-319f584, 8-16=- 706675, 8-14-1821402, 10-14=-4971486, 10-13=01259 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10 Vult=140rnph (3-second gust) Vasd=108mph, TGDt-=4,2pst, BCDL=3.0psf1 h=15111 Cat. 11, Exp C; Encl., GGpl=0,181 MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 45-6-0 zone, cantilever left and right exposed end vertical left and right taxposedIC-C for members and forces & MWFRS for reactions shown Lumber DOL=1.60 plate grip DOL=1 .60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any Other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will tit between the bottorn chord and any other members, with BCDL = 10.0psf, 6) Provide mechanical connection (by others) of puss to hearing plate capable Of withstanding 100 lb uplift at joint(s) except (jWb) 2=432,11=432. Thomas A, Albam PEvo,N530 WTO USA, lno. FL Cert 634 104 Paflke East Nvd. Tampa FL 33610 Safe: January 23,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEKREFERANCE PAGE Mll-7473 rev. 10103120IS BEFORE USE If IK d>si'jrl is t'r- I -nly- q -"F • tt<xnc t rs st v.7t an I isf-F'", It 'Orvt1ti, W1, mtjsj v''Ify [w,I xrIlyllll 1111. 1, if It FiS fetkir It it- lh'-'Verill MiTek' tcl"j"'i -f triN-,, . ir,i hum systems. w,?ANSI/TPII Quality Crilistio, DSB-89 and SCSI Building Component M4 Pa;ke Lost EM Safety lnformofion,iv *lt,f" 11"m Tampa FL 33616 Job Truss Truss I yp WP0049 A08 Hip Builders FrSISOLUCe, Tampa, Plant (.-.try, Florida 33566 1.0,0 6-11-14 13-8-14 i 0-6 (,-It 14 6-9-0 T13026349 2 1 Job Reference (optional) 8,130 s Sep 15 2017 M;'Tok Industries, Inc. Tue Jan 23 OT22:25 2018 Page I ID:4xiZSyQ6pnpciC0HML 10glzPB36-CBFy2lLoGFtEdx?YqSVt4i(',ti6(-,fMSITGw8HGg8zSY91 21 -0-0 23,80 30-11-2 37-8-2 44-8 0 45-8-0 7-3-2 280 7-3-2 6 9 0 6-11 14 _10-0 Scale , z 1 81.0 500 12 5XG 6 I 0 6 1 5x8 STP - 18 17 11 11 15 14 12 11 3X8 = 2x4 3x4 - 4X16 = 1x4 - 3x84X6 = 3X4 2X4 3X8 6 11 14 13-8-14 21-0-0 23-80 30-11-2 37 8 2 44-8-0 6-1 1-14 6-9-0 7-3-2 28-0 7-3-2 6-9 0 6-11-14 Plate Offsets ( X,Y)-- [2:0-4-2,0-1-81, [4:0-3-4,0-3-41, [5:0-5-12,0-2-81,16'0 3-0,0 2-41, [7:0-3-4,0-3-41, [9:0-4-2,0 1-81 LOADING (pst) SPACING- 2-0-0 est. DEFL- in (Ickc) I/defl Ulf PLATES GRIP TOLL 20, 0 Plate Grip DOL 1.25 TO 0,91 Vert(L-L) 0,31 15-1 ,, >999 240 MI-20 244/190 TCDL 7, 0 LUMber DOL 1,25 BC 0,94 Verl(CT) -0,59 15-17 >899 180 BOLL 0, 0 Rep Stress inct YES WB 0,58 liotz(GT) 0,21 9 n/a Ilia BCDL 10. 0 Code FBC20171TP12014 MaIrix-SH Weight 252 lb FT 20% LUMBER- BRACING - TOP CHORD 2X4 SP No,2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 SP No.2 BOTGHORD Rigid ceiling directly applied or 2-2-0 a(,, bracing. WEBS 2x4 SP No-3 WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS. (lb/ size) 2=1700/0-8-0,9=1700/0-8-0 Max Holz 2=128(LG 12) Max Uplift 2=-446(LC 12), 9=-446(LC 13) FORCES. (lb) - Max, Clomp,/Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-355112278, 3-4=-2980/1943,4-5=-228811570, 5-6=-2046/1531, 6-7=-2291/1572, 7-8=- 2979/1943, 8-9=-3552/2278 BOT CHORD 2-18=-1989/3185, 17-18=-1969/3185, 15 17= 1511/2704, 14-15=-982/2042, 12-14=- 1466/2703, 11-12=-1896/3186, 9-11=-1896/3186 WEBS 3- 18=0/275,3-17=-556/527,4-17=-161/459,4-15=-844/669,5-15=372/594, 6-14=- 3621590,7-14=-840/666, 7-12=-1601456,8-12=-557/528, 8-1 1=0/276 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 10 Vult=140mph (3-second gust) Vasd=108mph; TCDL=4,2pst BGDI.-3,0psI; h=15ft; Cat. ll; Exp G; Encl., GCpi--0,18; MWFRS (envelope) and C-C Cornei(3) -1-0-0 to 5-0-0, Exteiior(2) I-0-0 to 45-8-0 zone, cantilever tell and right exposed end vertical left and right exposed;G-C for members and forces & MWFRS tot reactions shown, Lumber DOL=1 .60 plate grip bol-= i . 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst botorn chord live load noriconcutrent with any other live loads, 5) * This truss has been designed for a live load at 20.Opst on the bottom chard it) all areas where a rectangle 3 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf, 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb Uplift at joint(s) except (it=lb) 2=446, 9--446, Thomas A. Albm)i PE No,393$0 tAlTak USA, Inc FL Ceq 6634 6904 Parke East Blvd, Tampa FL 33610 Date January 23, 2018 A)k, WARNING - ek.nkry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. it"W015BEFORE USE. rij, I,, I • 1-, 1 "kily'll ,III v klovwtor, shown. lll i IS 11 1 , irk llr lividn' it 14111, Ill nl.,. mt fkk'rd, 11, *l ct Injs%,y" Ii III, Bkl,Ak km% lh,a I,ojldile j doikjw, muss Volity 11w .114 I'll, II(K1IQI%,II,,j I'l"j-dy in. ,I[ "I'll" lilt, Ilp, ,V"J'Al Nil' huildlllo4rsioll, BVI'All") Ill,lik"fl" I is In jwlv,>lll tAlckrrkil of Il, Ir"k Iii'll liki" ,q lnri/-1 mount ;is .'illy. & 1, filion'll ilk, I I Y inq MiTek' rs ila..,,c2y', is µdi .d [ i ,l lhiiity ctn i I l i, or nt 4t lase tvltfl t •sui 4 I"*is„n*il e7luty :anti I iry xuly ;tali xtr F<x-#<>ixai ll tkui 1 x7 ,< irh#ardlnv} then lelvofy, c4,1, Iron rnd tnacir q7 of hoses it, i fill,, syslenis, -oANSI/TPI I Quality CrIterio, DSB-SF ono SCSI Building Component 6904 Parke Last Blvd Satiety Intormation < iw* it Aa fl-i I I In m, 11r, ir, lwtIhd,% 2 1 kk A I Skit,- k I l, /QeX,)! 1. ld,'i, VA1*23 14 Tampa Fl- 33610 Job Truss TrussType Cry Ply W P0049 T13026350 WP0049 A09 Common 7 1 Job Reference (optional) Builders FtistSouice, Tampa. Plant City, Florida 33566 8,130 s Sep 15 2017 Nl Inclusites, Inc, Tue Jan 23 07:22:27 2018 Page I ID 4xiZSyQ5piiperCOHML10glzPB36-8ZNiSRN3osvysFBwytXL<)71D(4400weJYNSriiNkOzSY9g 1 0-0 7-11-6 15-7-6 22-4 0 290-10 36-8-10 44.8-o 45-8-0 1- 0-6 7-11-6 7 7-15 6-8-10 6-8-10 7-7-15 7-11 -6 i -0-0 Scale = 1 75 0 5x6 5. 00 12 6 3x4 3x4 4x6 G 20 21 7 4x6 S 4 3x4 s X as 19 2 4X6 18 16 23 17 2 1s 4 14 13 2x4 4K6 -- 3X8 3x4 - 1x4 46 7- 11-6 15-7-6 22-4-0 29-0-10 36-8 10 1- 11.6 7-7-15 6`8_10 6.8-10 7 7.15 Plate Offsets (X,Y)-- 4:0-3-0,Edgel, (8:0-3-0,Edge), [14:0-2-6,0-0-0),116:0-2-6,0-0-0] LOADING ( psi) SPACING- 2-0-0 CSL DEFL. to (loc.) I/dell L/d TOLE. 20,0 Plate Grip DOL 1,25 TC 0 90 Veil(ILL) 0,32 15-17 >999 240 TCDL 7,0 Lumber FOOL 1,25 BC 0 71 Vert(CT) -0,51 15-17 >999 180 BCLL 0,0 Rep Stress Incr YES WB 0,49 Horz(CI) 019 10 tva n/a BCDL 10.0 Code FBC2017/7PI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOPCHORD 1-4, 8-11 : 2x4SP No. 1 BOTCHORD BOTCHORD 2x4 So No. 1 "Except* WEBS 14-16 2x4 SP No,2 WEBS 2x4 SP Nci.3 REACTIONS. gb/ size) 2--170010-8-0, 10=1700/0-8-0 Max Horz 2=1 35(LG 12) Max Uplift 2=-454(LC 12), 10=-454(LC 13) FORCES. (lb) - Max, C omp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-353012527, 3-5=-2815/2123, 5-6=-217011814, 6-7=-2170/1814, 7-9-2615/2123, 9- 1 0=-3530/2527 BOT CHORD 2- 1 8=- 2119/3164, 17-18=2119/3164, 15-17=- 161 N2524, 13-15=-1619/2524, 12-13=-2113/3164, 10-12=- 21 13/3164 WEBS 6-15,---943/1286,7- 15=-840/755,7-13=-202/492, 9-13=-713/634, 9-12=0/330, 5-15=-840/755, 5-17=- 202/492, 3-1 7=-713/634, 3-1 8=0/330 3x4 22 ri, 12 2x4 44- 8 0 7- 11 6 PLATES GRIP MT20 244/190 to 4K6 Weight: 234 fb FT -- 20% Structural wood sheathing directly applied or 2-2-0 Oc PLIIIIVIS Rigid ceiling directly applied or 3- 9-13 oc bracing, 1 Row at midpt 6-15, 7-15, 9-13, 5-15, 3-17 NOTES- 1) Unbalanced root live loads have been considered for this design, 2) Wind: ASCE 7-10, Vult= 140mph (3-second gust) Vasd=108n-iph: TGDL=4,2pst, BCDL=3,0pst. h=15ft, Cat, III Exp C, End_ GCpr=0.18k MWFRS (envelope) and C-G Gomer(3) -1-0-0 to 5-0-0, Exteror(2) 5-0-0 to 22-4-0, Comer(3) 22-4-0 to 28 4-0 zone, cantilever left and right exposed: end vertical left and right exposed;C-C for rnernbeis and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1,60 3) This truss has been designed for a 10,0 psf bottom chord live load nonCOPCLinent with any other live loads. 4) ' This truss has been designed for a live load of 20,Opst on the bottom chord in all areas wrote a rectangle, 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. with BGDL = I O,Opsf. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) GXGOPt (jtAb) 2-,-454, 10=454. WARNING -Verrity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev, 1010312015 BEFORE USE. lar`o ei WAki ("I use only with Milk ,, I III I,,, w+m" b" I"ic Is, , the I), III, III iq desittn .I I, ,rA vofl(y 11 X, (1110 it 441y It aoI fly iw, -q-r 'I" Ihr, it it, . lho III i"ok"oy" I- 1,)t qilrlya11 j 1-1 wV('111 e "ll-ol'- Willi Jr ""itle inliny "10 p1-f,My,kI1w,,j,a I twle Inij 4 hm%,-)nd Ito,, wsk,tw,. s,-ANSI/TPII Quality Criteria, DSIP84 and SCSI Building Component Safety (-151w,,f, 1,,jjty a I >, N,xot,dit, I, VA 14 Thornas A_Albani PE No.39380 NKO USA, nc FL Cart $634 004 Parke East 614 Taupe F4. 33$10 IN'to C January 23,2018 WMR ek' 6904 Parke East Blvd. Tw,,Ixi FL D610 RISS WP0049 A010 Builders FiistSouice, Tampa, 4 4, 6 I _04) 5-3-8 1-0-6 5-3-8 500 12 Truss Type ay Ply WP0049 T13026351 Roof Special 1 1 Jot) Reference (optional) ity, Florida 33566 8,130 a Sep 15 2017 MiTek Industies, inc. Tue Jan 23 07 22 13 2018 Page I ID:4xiZSyQ5pnperC0HML10gl zP836-ZtXQWeCH5Z8xA54h7xH3bAlsLiQkjeC5V9GNeE(IzSY9(I 12-8-0 14-4-0 20 9-15 27-2-1 33-8-0 39-6-10 44 8 0 45.8-0 74 8 180 6-5-1 5 6-4-3 6_5 15 5-10-10 5-1-6 1-0-0 6X8 - 7XI0-- 2x4 SX8 - 5X8 - 6X8 care = 1 78 8 5X6 41eI 19 - 17 16 14 13 5X6 4x6 -- SX8 5X8 2x4 5X8 - 2x4 6X8 Site --- 7-7-5 14,4-0 20-915 27-2-1 338-0 39-6 10 44-8 0 7-7-5 6-8-11 6- 5- 15 6-43 6_5 15 11-10-10 5-1-6 Plate Offsets (X,Y)-- [2:0-5 1,0-0-3],15.0-1-12,0-4-121,[90-4 2-0] LOADING ( Insh SPACING- 2-0-0 CSL DEFL, in (loc) I/dell Ud PLATES GRIP TOLL 20,0 Plate Grip DOL 125 TC 0,82 Vatrt(LL) D,31 16-17 >999 240 M720 244/190 TGDL TO Lumber DOL 1 .25 BC 022 vied(C-T) -0.52 16-17 >999 180 BGLL 0,0 Rep Stress incr YES WS 086 Hoiz(GT) 0,11 11 n1a n1a BGDL 110,0 Code FBC2017/TP12014 Matrix SH Wei(hl 284 in FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No,2 'Except' TOP CHORD Sti-LICtUral wood sheathing directly applied or 2-2-0 oc purlins. 1- 4: 2x4 SP M 31, 5-7,7-9: 2x6 SP M 26 BUT CHORD Rigid ceiling directly applied or 6-5-6 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at inidpt 8-14 WEBS 2x4 SP No,3 REACTIONS. ( lb/size) 2-_1700/0-&0,11=170010-8-0 Max Herz 2=79(LC 12) Max Uplift 2-402(l-C 9), 11 =-515(LC 13) FORCES. ( lb) -Max. Comp./Max, Teti. -All forces 250 (11h) or less except when shown_ TOP CHORD 2-3=-3686/2686,3-4=-3437/2465,4-5=-3801/2723,5-67.-4027/2771,6-8=-4026/2770, 8- 9=-2980/2234, 9- 1 0=-3251/2290, 10-11 = 3643/2596 BOT CHORD 2-20=-2385/3345,19-20= 1703/2775,17-19=-2101/3448, 16-17=-2309/3843, 14- 16=-2309/3843, 13-14=2301/3297, 11-13=-2301/3297 WEBS 3-20=-353/550,4-20=-380/502, 4-19=-146912251, 5-19= 1973/1408,5-17M-438/816, 6- 17=-414/358, 9-14=-5321904, 10-14=-3791486 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASGE, 7-1 O; Vult=l 40rnph (3-second gust) Vasd= 1 08rnph, TGDL-4,2psf; BGDL=3,Opsf, h=1 5ft, Gal, 11; Exp C, Enci_ GGpi= 0. 18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-1 14, Exterior (2) 5-1-14 to 12-8-0, Comer(3) 12-8-0 to 39-6 1 O, Exterior( 2) 39,6-10 to 45-8-0 zone, cantilever left and right exposed ; end vertical left and right exposed,(-(- for members and forces MWFRS for reactions shown, Lumber 0OL-1 .60 plate, grip DOL=1,60 3) provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20 Opst on the bottom chord in all areas whole a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 402 In uplift at joint 2 and 515 In uplift at feint 11, Thomas A. Albam PE No.a5330 WTOISA, l4.hLtet6a34 004 Parks East Blvd, Tampa FL 3361v Dato January 23,2018 1_ 1--__-_-_,___,_- -- ---- ------- ------ -- -_- I'll, 111 11 wARmwa- verity design Parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE M11-7473 rev, IW312015 BEFORE USE. ri' l"Fem", lhet,,III0lla)few* vt, IwOv"a(y III- iI j4k"e -ility MR' ltfo" lllrj ill, * rltt I 1, 1', plov,mll 1,,Il-kItIIrl "I kv t(vt, 111, 11 Im" vatt - it, JI-i , h,+ I 11-oIt ntll , 1 ay t,- Ilwory, -quit-I I,,( A,ItAil c110 1-1 wvola , '411 - Olh i-stit'i't illniv - )II-1 I -i-l"My 41n,syt, I"t wyll lllxl lh, M iTek' I Itto, wtt,mm. 4t-ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Inofmolon <tr Rkat 4er tveni lqN% [+11,, PI Aox ir, elo, VA 22314 Tamp. FL 83610 Job Truss WP0049 A01 I Buildeis FirstSouice. Tampa, 1-0 .0 5-2-3 1-0-0 5-2 3 51 _1_ 002 7 buns LISsI ype Root Special do 33666 1- 13026352 I Job Reference (optional) 8, 130 s Sep 15 2017 MiTek Industries. Inc, Tue Jan 23 07:22:15 2018 Page I ID: 4xtZSyQ')pnperCOHML10glzP836-VFIAxKDXdAOfQPEdFMKXgboHyEIS660ncask,lizsY9, 11- 0-0 14-4-0 16-4-017-8-0 23 7-7 29-6 13 35-8-0 38 11 5 44 8-0 45 8-0 5- 9-13 3-4-0 2-0-0 1-4-0 5 11 7 5-11-7 (31-1 3 3-3-5 5-8-11 1-0-6 3x4 5X6 - SX6 5 6 3X4 2x4 3X6 = 5X8 Suite n 1 719 4 3X6 - 24 23 22 21 20 19 18 17 16 15 3X8 - 2x4 3x4 3)( 6 - SXB 3x4 3x4 3x8 = 6)(8 3x6 = 5' 2-3 11 .()_O 5- 2-3 5-9-13 Plate Offsets (X,Y)-- [4iQ-5-1 LOADING ( psf) TOLL 20,0 TCDI_ 7,0 PICIA_ 00 BCDL 100 LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 125 Lumber DOE 1,25 Rep Stress Incr YES Code FBC2017fTPi2014 14- 4-0 16.4-01 7-8-0 23-7 7 29-6.13 358-0 3- 40 2-0-0 1-4-0 5-11-7 1-8-9 8-9 4-2 13 6-1-3 CS1, DEFL, TG 0,50 Veihi-L) BC 0,72 Vetl((,T) WB 087 Hoiz(GT) Matrix- SH BRACING - TOP CHORE BOT CHORC 44- 8.0 940 in ( loc) I/defl ud PLATES GRIP 0, 15 13-15 999 240 MT20 244/190 0, 32 13-15 732 180 0, 03 13 Iva Iva Weight: 240 11h F T = 20'. Structural wood sheathing directly applied or 4-4-7 oc purlins Rigid ceiling directly applied or 5-6-13 oc bracing, REACTIONS. All hearings 0-8-0. lb) - Max Herz 2=70(LG 16) Max Uplift All uplift 100 lb or less at joint($) 18 except 2=-164(LG 12),20=-485(LG 9), 13=-275(LG 13) Max6tav All reactions 250 Ib or less at joint(s) except 2=563(1-C 23),20=1760(LC, 1), 13=838(LC 24), 18= 343(LG 24) FORCES. ( lb) - Max, Comp./Max. Teri, - All forces 250 (1b) or less except when shown. TOP CHORD 2 3=-878/647, 3-4_-315/230, 4-5=-37/304, 5-6=-64/344, 6-7=-538/1970, 10-11 11 - 1 2=-1 178/905.12-13,-,--1421/1152 BOT CHORD 2-24= 503/759, 23-24=-503/759, 20-22=-741/704, 19-20=-9701875, 18- 1 9=-339,/881, 16- 18=-339/881, 15,16=-559/1061, 13-15=-94411261 WEBS 3-23---573/623, 4- 23=-1911356, 4-22=,-646/548, 5-22=-274/176, 6-22=-5991912, 6-20=6901537, 7-20= 944/673, 11-15=- 234/398,12-15=-256/473, 11-16= -241/258. 7-19--77411192, 1016=-541267, 8-19=-31 W278, 10-19=-929/667 NOTES- 1) Unbalanced toot live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd= 108mph, TGDL=4,2pst; BGDL=3.Opsf; h=1511, Gat. 11; Exp C; End- GCpi=0.181 MWFRS (envelope) and C-C Cotner(3) -1- 0-0 to 5-2-3, Exterior(2) 5-2-3 to 11-0-0, Corner(3) 11-0-0 to 14-4-0, Exterior(2) 16-4-0 to 45-8-0 zone: cantilever left and right exposed , end vertical left and right exposed;C-C for members and forces MWFRS for reactions shown, Lumber DOL=l .60 plate grip DOL= 1 .60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a 10.0 pst bottom chord live load h0hGOnGUfrent with any other live loads, 5) ' This tiuss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other mer-Tithers, 6) Provide mechanical connection (by Others) Of truss to bearing plate capable of withstanding 100 to uplift at joints) 18 except 0(=Ib) 2=164,20=485,13=275, 4 0 Thomas A. AlWni PE No,39380 MiTek USA, Inc FL Cort 6634 004 Parfet EaAt Blvd, Taiorlpl FL 33615 Mots January 23,2018 WARNING, Verity dQ419n parameters and READ NOTES ON THIS AND INCLUDED M17-EK REFERANCEPAOE MO-7473 rev, t0/0"015 BEFORE USE, V1100 I-f tj,-,,,jyWIA, 1t1-nS,y,k4n K+,f- t- NM N iTe,k r,A-"wItAwIt,,,%rIt 01ty,)IoIto1*V,Ft,"llA- 111t[-At q iil"ly o,I I,Art o) It,,, 1, lt,tk, ,Ak,n, st, 4a I, qIv, I y'' wwttrm -and I c wtnc; at if, sw id W x1'1 cy=alarm, -ANSIJTPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Bivol; Safety Information 11,,XkA+, ftoFt, lttm Pictler 11000", MIA 7"314 Tampa_ FL 33610 Job muss Oty Ply T13026353 WP0049 A012 Pool Special Glider I I Job netorence (optional) Builders RistSootce, Tarrip"t, Plant City. Florida 33%6 8,130 s Sep 15 2017 MiTek IndUSITIeS, Inc, Tue Jan 23 07:22:16 2018 Page I ID:4xiZSy05pnpor(,OHMLIOqlzP836 zSDY9gE90(UWWIYppo4rinDpLi-?eeGilvxtEblr9zsY91 so 0 35-3-2 -17 4-8 "17 4(v 8-1) 4 b-8-0 U 5-5-0 38-0 1-010 6.8-0 CIA 034 4-3 11 1 0-0 s on Ti- 5X8 -- 2x4 5X8 5X6 5 6 7 5A8 = M, 5X8 Scale = 1 79.4 27 26 25 24 23 22 21 20 34 191836 35 37 3817 39 16 15 3),6 2x4 3X8 3X6 iX6 4x6 2x4 3XG t a 4 0 Z 0 164 0 i7,4 28 2 7 'M 3 11 V a t, 1 404 4480 550 7 0 it (i PL-0 100 3 4 14 6-16 2 El 4 3 11 Plate Offsets (X,Y)- [4:0 5-12,0-2-81, [60-5-12,0-2-8],111:0-5-12.0 2-81 LOADING ( pst) SPACING- 2-0-01 CS1. DEFL, to (loc) Vdefl ud PLATES GRIP I CLL 20,0 Plate Grip DOL 1,25 T G 0,93 Vert(LI-) -0,08 17-19 >999 240 MT20 244/1910 TGDL 7,0 Lumber DOL 1,25 BG 0,75 Verl((,T) -0,19 17-19 >999 180 BCLL 0,0 Rep Stress 4)cr NO WB 0,79 Horz((-,T) 0,04 13 n/a n/a BGDL 10,0 Code FBG2017f1,Pt20I4 Matnx-SH Weight, 234 ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD StRictural wood sheathing directly applied or 3-1-4 OC pUrlins. BOT CHORD 2x4 SP No-2 BO'TCHORD Rigid ceiling directly applied or 4-4-14 oc, bracing. WEBS 2x4 SP No-3 REACTIONS. All bearings 0-8-0, lb) - Max Herz 2,--58(LC 27) Max Uplift All uplift 100 Ito or less at joint(s) 22 except 2=-243([-G 27),20=-930(LC 5), 13=-409(LC 9) Max Grav All reactions 250 In or less atjoint(s) except 2=698([-C 1), 20,-,--2786(LG 1), 13=1083(L.0 20), 22= 270(LC 18) FORCES. ( lb) - Max. Comp,/Max, Ter), - All forces 250 (lb) or less except when shown - TOP CHORD 2-3=-1160/413, 3-4= 788/381, 4-5=-6321410, 5-6=-632/410, 6-7=-415/360, 7-8=264/895, 8-10-219/352, 10-1 1=-1581/618, 11 -12-1900/789, 12-13=-2089/-794 BOT CHORD 2-27=- 362/1009, 26-27=-362/1009, 25-26=-243/743, 23-25=-211/396, 22-23=-310/346, 21-22=-310/346, 20-21= 1657666, 19-20=-1657/566, 17-19=-50411138, 16-17--6335/1761, 15-16=-666/1852, 13-15=-666/1852 WEBS 3-26=-3601169, 4-26---651274, 6-25=-178/660, 6-23=-5531165,7-23m-147/573, 7 21=-1002/345, 8-21= 277/1010, 8 20=-2629/931, 11-16=-104/372, 8 19= 628/2073, 10-19=-1688/730, 10-17- 79/675, 11-17=-261/188 NOTES- 1) Unbalanced root five loads have been considered for this design, 2) Wind: ASCE 7-10; Vult= 140mph (3 second gust) Vasd-108mph; TCDL=4,2pst ' B(.,DL=3.0psf: h= 1 5fl ' Cat, IL Exp G , Encl., GCpi=0.18; MWFRS (envelope); cantilever left arid light exposed i end vertical left arid right exposed, Lumber DOL=1,60 plate grip DOI-=1,60 3) Provide adequate drainage to prevent water pending. 4) All plates are 3x4 MT20 unless otherwise indicated, 5) This truss has been designed for a 10,0 psf bottom chord live load nonGoncurrent with any orb" live loads. 6) * This truss has been designed for a live load of 20,Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of 11LI9S to bearing plate capable of withstanding 100 Io uplift at I tits 22 except jhzi b) 2=243,20---930, 13=409. 8) Hanger(s) of other connection device(s) shall be provided Sufficient to support concentrated lead(s) 149 Ib down and 109 In tip at 25-7-4, 145 lb down and 107 lb Lip at 27-7-4, 145 lb down and 107 lb tip at 29-7-4, 145 lb down and 107 Ib LIP at 31-7-4, 145 lb down and 107 lb Lip at 33-7-4, and 145 lb down and 107 lb Lip at 35-7-4, and 250 lb down and 202 lb Lip at 37-8-0 can top chord, and 82 lb (town at 25- 7-4, 81 to down at 27-7-4. 81 lb down at 29-7-4, 81 lb down at 31-7-4, 81 lb down at 33-7-4, and 61 lb down at 35-7-4, and 262 lb down and 110 to LIP at 37-8-0 on bottom chord, The design/selection Of such connection device(s) is the responsibility of others, 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7 4 6 Tl,onms A Alban PE No- 19380 WTf,k USA, Inc, FL Cort 6634 6404 Parke, East Blyd, Tanlpa FL 33610 DaN January 23,2018 WARNING- Verify design parameters and REAP morEs ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. IN, It t uIx'i, I at, I-1 , 11, Iry 11"t ttl•It till, fit") e:cmj - 1-10, 11-1 MiTek' robi I- Ak r " srwlr," Jt Mvei Y, (4, ch,,( I and is-1,. it 1q, 4 fit mv- IryI ht m *t m, ANS11TH I Quality Criteria, DSO-89 and SCSI Building Component 6904 Parke East Wd Safety Information, I-m rt^,, 11, jrn ? it, t\i I(- sjt-rLstiljea J',1, /+ex, av 111,1, VA'413 14 Tarrpa FL 33610 Truss ype W T13026353 WP0049 A012 Roof Special Birder t 1 Job Peter ence (optional) Ebtxidets FirstSource, lampa, Plant City, Florida 33566 8,130 s Sep 15 2017 MtTek industries, Inc- Tue Jan 23 07:22:16 2018 Page 2 iD:4xiZSyQ5pnperC0HML 1 C1g 1 zP836-zSDY9gE90U W W 1 Yppo4rmDpLL9eeCrevxt F blr9zsY9r LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber lncrease =1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54.4-6=-54, 6-7=-54, 7-11=-54, 11-14w-54, 2-13=-20 Concentrated Loads (ib) Vert: 't 1=-153(F) 16=-262(F) 28= 109fl 29=-105(F) 30=-105(F) 31.=-105(F) 32=-105(F) 33= 105(F) 34_ 61(F) 35=-58(F) 36=-58(F) 37=-58(F) 38= 58(F) 39=-58(F) WARNING Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev I0/0312015 BEFORE USE I ks4}n 4 di f t i ttse ally v.ith Mil k ;, avr I,rs lhii:le xi Is Is x,_ t only ttir i Iranunt--*t is sh n, n .i n Iry cat n+ five fuc i t Hill 1u 4c#' <v il tuns. r,l o 6u4s sY fu rt &G>m r e3 that+dk lttx} {e sk}tx.mrzti(-vt>irty lh<:a(.gdi<<t>rktlYc4.#c.detn l;x nneft is e n•l lv<+I e ilY mc.i ak thL ff hln nl ihe Ew excali txNi<krc}ka{,}h [i[cY:A7}nxfi.alc^titi t 4:=t'tirt'i txtckNrxl of ir ftvit#ii ri tw:,•<h ttr fhx<'h ftnornlx=is nniy.A 4itN•ncrl te t p N•i•AFk`at«il tm zr nt h x.Ent7 k a,t,* riredI"tA,:it:Oly cried 1,-1twvetii a dl,ti,,, ill lussible IK=isortcr!{i tlsn rtK4E:x^i Kai IY <tarn.g}e= lc>r xa wal S-that xic en ai Yitu; khe t tf Fb,atn,n, stc><a4t_ fc+.'czry eic ,nd hur.4,Ysiemt so,*NSI/TPI T Quality Criteria, DSB-89 and SCSI Building Component Salary Information Taw til.ahle 11—m huts M lu ?, w FI kcae> Slt<•s i, C tile a I?, Nex<rn ftkr Yf ?.'?.? 14_ Nil i 004 Parke East B10 Tampa_FL 33510 Jot) liuss If U&S I ype T13026354 WP0049 A013 Hip Girder Builders RiSISOUrce, Tampa, Plant City, Florida 33566 1-0'0 43,11 7-0-0 1-0-0 4,3-11 2-8-5 I '100 12 SX8 4 Job Reference (optional) 8, 130 , Sop 15 2017 MiTek I ndusti ies, inc, Tue Jan 23 07:22:17 2018 Page I ID: 4xi7-SyOSpnperCOHML I Cig I zP836- RernwM0Fi s9okINfiO?MnM'1I01or I 24S,16J44LjLr0bZSY9q 12-8-0 184-0 21-0-5 25-4-0 58-0 5-8-0 2-8-5 4-3 t 1 2),,4 5 Scale = 1 44 0 3x4 3x4 - IU - 3x42x43X63X62x4I. 3xl 2 M-1 20HS 4 3-11 7-0-0 12-8-0 4-3,11 2-8 5 5-8 0 Plate Otfsets (X,Y)-- [4:0-5-12,0-2-81, [6:0-5-12,0-2-81, [10:0-1-12,0-1-81, [13:0-1-12,0-1-81 LOADING (psh TOLL 20,0 TCDL TO BCLL 0.0 BODL 10.0 LUMBER - TOP CHORD 2X4 SP No2 BOT CHORD 20 SP N0-2 WEBS 2x4 SP No,3 SPACING- 2-0-0 Plate Grip DOL 1,25 Lumber DOL 1.25 Rep StIess Incr NO Code FBC2017/1 P12014 18-0-0 18-4-0 21-0-5 254-0 5-4-0 0-4:0 2-8-5 4-3-11 CSL DEFL, in lac) Ildell ud PLATES GRIP TC 0,40 Veil(LL) -0,04 11-13 >999 240 MT20 244/190 BIG 0,37 Vert(CT) 0,08 11-13 >999 180 %4T20H5 187/143 WB 0.46 Horz(CT) 0.01 10 Iva n/a Malrix SH Weight: 122 lb FT = 2Vb BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purfins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, REACTIONS. (lb/size) 8=44/0-8-0, 2=656/0-8-0, 10=1197/0-8-0 Max Herz 2=53(LC 12) Max Uplift 8=-68(LG 19), 2=- 1 86(LC 4), 1 0=-313(LC 5) Max Grav 8=73(LC 20), 2=665(LC 19), 1 Q= 1197([- G 1) FORCES, (lb) - Max. Cramp,/Max, Teri. - All forces 250 (lb) of less except when shown. TOP CHORD 2-3=-1 109/272, 3-4-879/256,4-5=-629/232, 5-6=-629/232, 6- 7=-92/492,7-8=, 68/313 BOT CHORD 2-14=-223/966, 13-14=-223/966,11-13=- 1681797, 10-11 =-475/161 , 9- 1 0=-271 /6 1, 8-9=-271/81 WEBS 4-13=-38/262, 5-11 =-350/191, 6-11 =-351/1203, 6-1 0=-937t294, 7-1 0=-308/139 NOTES- 1) Unbalanced root live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TGDL=4.2pst: BCDl-=3.QpsfI h=15ft; Cat, 11, Exp 0; Encl., GCpi=0,16I MWFRS (envelope): cantilever left and tight exposed; end vertical left and right exposed; Lumber DOt- lkf], plate grip DOL-1 .60 3) Provide adequate drainage to prevent water ponding. 4) All plates are NIT 20 plates unless otherwise indicated. 5) This truss has been designed for a 10,0 psf bottom chord live load nonconcurtrant with any other live loads, 6) * This truss has been designed for a live load of 20,0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 Itc uplift at joint(s) 8 except (lt=lb) 2=186,10=313. Thomas A. Aibani PE No.39380 P*Te'USA, inc, FL Wert 3V4 65,34 Parke East Blvd. Tampa FL 33610 Cate January 23,2018 A)k yvARmwa - verity design parameters and READ NOTES ON THIS AND INCLUDED UITEK REFERANCE PAGEMII-7473 rev, 1010312016 BEFORE USE. Do'iijrl V, A10 tol fmt "I"IY "'Ith Mil,*!',,lhf, l,,'Arjn i I vi%, i-ray kil, .1, 1 xv, %h"m I. III, I u I, I , ff, indivi'Ilivil I IIII, lit 'q , "Inj i<nnL I v I if"o, lh': I Ikrildinq' lo'kjn'w Immt ,WY III,, Of. 4 It It 41ily "I M11, fN' I" t'(R'kIhf "t III, livr'$tlol moml,t, AAv MiTek I Aol Afltf'Ilvi I, 11o"ofil t"Wij'w With I-w',It+itativy'g,$ I)I,I-Ity doln x'w 1"t qm(w)l Irn'kfl"<^ieWgcli=Siihl the kItIll, ofi,'n' donih,env errs cti tl i sxf tcr( ital, zr,i hrm,,y,lomt, -,ANSI/Iffill Quality Cr4600, DSO-89 and SCSI SuIldingComponifint 6904 Parke Eara Blvd Safety Infoirmatlon ov.Aol+ham lnm Pinto kuhhriez. 21B N, V/A 14 Tiapir. PL, 33610 Job I rues ruse lype uty riy VY rvu`ra T13026355 WP0049 Ci I Jack -Open 10 1 Job Reference (optional) Builders FrstSouice, Tampa. Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:27 2018 Page 1 ID:4xiZSyO5piiperCOHMLIOglzP836-8ZNiSRN3osvysF6wytXL971PC)4ZNwlyYNSt'nNkOzSY9g 100 100 1 0-0 0 2x4 I 5x8 STP ft Scale m 1 6'5 140 LOADING (psf) SPACING- 2-0-0 CS1, DEFL. n (toc,) I/defl I.Jd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0,15 Veil(Lll) -0,00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL. 125 RC 001 Vert(CT) -0,00 2 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.00 Hotz(CT) -0,00 3 n1a iva BCDL 10,0 Code FBC12017/TPi2014 Matrix-P Weight: 5 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD SIMOUral wood sheathing directly applied or 1 0-0 oo purlins BOTCHORD 2x4 SP No.2 BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/sizia) 3=-8/Mechanical, 2 12510-8-0,4=9/MechaniGal Max Holz 2=30(LG 8) Max Uplift 3= 8(LC 1), 2=-69(LC 8) Max Grav 3=15(1_G 8), 2=125(LC 1), 4=18(LO 3) FORCES. (Ib) -Max. Comp./Max-Ten, -All forces 250 (lb) or less except when shown- NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second qLiSt) Vasd=108rnphl TCDL=4,2pst i EGDt__-3.0psf' h=15ft, Cat, 11, Exp G; Encl., 30pi= 0.18, MWFRS (envelope) and C-C Corner(3) zone, cantilever left and right exposed , end vertical left and light exposed;C-G for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=-1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) 1 his nuss has been designed tot a 10,0 pst bottom chord live load nonconculient with any other live loads. 4) * This truss has been designed for a live load of 20,Opst on the bottom chord in all ateas, where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girdeT(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Thomas A Albani PE No-19380 WTek USA, inc FL Ceirt 604 904 Parke East Bkd, Tampa FL 33610 Date January 23,2018 WARNING - Veraty design parameters and READ N07-ES ON THIS AND INCLUDED MITEK REFERANCE PAGE M7-7473,ev. 10/0"015 BEFORE USE. m,' 11- 1 kofdk V'J' na0 "'o'lly 11""111 4i—ol'ifily, 4 1 o, I I -I'olly 1w oft, "Ilo Har, 1"qqn 10, tt. , 'V"I' Ill &at AA. lli-l"'1ll'-(nf"(-ry MiTek 1'. 1 'rlt'irty oni I-f'wV'a1I,-Ik#- Will', ('1-('mIy'rAw)0o 4"n and I "IAllg "I 6r,vu a nvi Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Brad Safety Information, iv( xlit,(? k,r, llws Prot, ftiafihjl, 211k N Tampa FL ',0610 WP0049 CJ3 Jack -Open Builders FiistSootce, Tampa, Plant City, Florida 33566 713026356 Job Reference (optional) 8,130 s Sep 15 2017 MiTek Industries. Inc, Tue ran 23 07:22:28 2018 Page 1 ID:4xlZSyQ5pnpC;COHMLIOglZP836-(IrIIX4gliOhZAlpUO17Vb2aiLqZ2TuZfCCic6VwGszsY91 3-0-0 3-0-0 Scale = I :10 8 3x4 I SI03 STP 30-0 3-0-0 Plate Offsets (KY)- 2:0-0-2,0-0-01 LOADING (psi) SPACING- 2-0-0 CSL DEFL. in loc) Ildefl Ud PLATES GRIP TOLL 20,0 Plate Grip DOL 1 25 TC 0,22 Verl(LL) _&00 2-4 999 240 M1 20 244/190 TCDI_ TO Lumber DOL 1,25 BC 0,06 Vert(CT) -0,01 2-4 999 180 BCLL 0,0 Rep Stress Incr YES WB 0,00 Ho;z(C-T) -0.00 3 n/a n/a BCDL 10,0 Code FBG2017ITF12014 Matrix-P Weight: 11 lb FT = 20% LUMBER - TOP CHORD 2x4 SP W2 BOT CHORD 2x4SPNo.2 REACTIONS. (Ib/size) 3=52/MeGhanical,2=187/0-8-0.4=26/MechanicaI Max Herz 2=59(LC 12) Max Uplift 3=-42(LG 12), 2=-72(LC 8) Max Grav 3=52(LG 1), 2=187(LC 1), 4=52(LG 3) FORCES, (lb) - Max. Cornp,/Max, Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-SeGOhd gust) Vascl=108imph: TCDL=4.2pst, BGDLr3.0pst; h=,151tl Cat, 11, Exp G. Encl., GCpi=0,181 MWFRS (envelope) and C-C Corner(3) zone, cantilever left and right exposed: end vertical felt and right exposecl;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 .60 2) This truss has been designed for a 10,0 psi bottom chord live load nonconcurrent with any other live loads, 3) ' This truss has been designed for a live load of 20,Opsf on the bottorn chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 4) Refer to girder(s) for IMSS to Kiss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upitt at joint(s) 3, 2, Thomai A, Alban} PE No_1 390 ok USA- mc, FL Ca1 6634 004 ParEe East 51,40, Tan)I,,j FL 0,' )&Ij Date January 23,2018 WARNING- Verify design parameter, and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M*7473 rev. 1010"016 BEFORE USE ltori" Y'1(1. i"low, 1%a IIIe t'kakii, rq' "I I "k "'t ""Wv th— rj 14t, MiTek anal Itu,% %y ioim, -oANSI/TP11 Quality Criteria, DSB-89 and SCSI SuNding Component 6904 Park. East Btvd Safety Tar,,paFL 33610 Qty T13026357 Jack -Open Fits(Soutce, Tampa, Plant City, Florida 331,66 1-0-5 1-0 5 5 3X8 I S8 STP 1-0-5 Job Reference (optional) 8, 130 s Sep 15 2017 MiTek Industries, Inc, Tue Jan 23 0722:28 2018 Page I 10: 4xiZSyQ5pnpciCOHML10glzP836-(IMX4gnOhZAlpOOj7Vb2aiLqax-RiMf(,-(,'ic6Vwc,szSY9f 3- 0-0 1- 11-11 3- 0-0 T 0Scale = 1 10.8 LOADING ( psh SPACING- 2-0-0 Csl. DEFL. in too) Vdetl LId PLATES GRIP TCLL 200 Plate Grip DOL 1,25 TO 0,16 Verl(I-L) -000 4-5 >999 240 MT20 2441190 TCDL 70 Lumber DOL 1,25 BC 009 Verl(C F) -0,01 4-5 >999 180 B(,',[- L 0,0 Rep Stress rock YES WB 000 Hofz(c-r) 000 3 ;Va rita BCDL 10.0 Code FBC2017[TP12014 Matrix-R Weight: I Olt) FT _- 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc Puilins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No-3 BOT CHORD Rigid oeiiinq directly applied or 10-0-0 oc bracing. REACTIONS. ( Ib/size) 5=103/0-8-0,3=70/Mectiariical,4=33/MectlafitcaI Max Herz 5=33(LG 9) Max Uplift 5=-24(LC 12), 3=-43(1-C 12) Max Grav 5--103(LC 1), 3=70(!_G 1), 4=52(LC 3) FORCES, ( 11h) - Max, Comp /Max. Ten, - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd-108mph,TGDL=4.2psf: BCDL=3.Opst; h=151t; Cal. 11, Fxp C, Encl., GCpi0, 18; MWFRS (envelope) and C-C Gorner(3) 0-1-12 to 1-0-5, Exterior(2) 1-0-5 to 2-11-4 zone, cantilever lell and tight exposed , end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown, [.umber DOL=1,60 plate grip DOL= 1 .60 2) Provide adequate drainage to prevent water pond(bg 3) This truss his been designed for a 10.0 par bottom chord live load nonconuilrent with any other live loads, 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 5) Refer to girder(s) for truss to truss Connections, 6) Provide mechanical connection (by others) of truss to bearing plate uipable of withstanding 100 lb uplift at jotnt(s) 5, 3, Tro-n4I A. AlbIrri PENo3q330 BiTirk USA, inc, FL Geri ta6U 004 Parke East Blvd. Tarlioa FL 33610 D'ate January 23,2018 WARMING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MN-7473 rev. 1"3,20156EFORE USE. Pk'skrn V' 41 I"I llw 'Ikly wilt, Mil '+!--nn-,I-is IMI' S A-ililti, lt,,IltlVllf-li•IIV-Hi,iix!ttllllllltlitt,t•y'ill,I MiTek' k)t 41, " Ilion, sli+)'J'e' 101v(-1 Y, I <11 la I "I In jl""^' III, I hum ,k, •ANSVTPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Lall Blvd Safety Information 4s tvxnk miss 1-1,,,je Inotllile,'/Nk N 1-t 12, Al,)Xof, 111, 1. VA 2?31 4 T.rrtka FL 33610 Truss WP0049 CJ5 Buidets FiiStSOLIFCO, Tampa, Plate Offsets (X LOADING (pst) TGLL 20,() TGDL 7,0 BCLL 0,0 BGDL 10,0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 Truss type my I-ly VV rVuli T13026356 Jack -Open 9 1 Job Reference (optional) int City. Florida 33566 8.130 s Sep 15 2017 MiTek lndUSrrI0S. Inc. Tue Jan 23 07:22:29 2018 Page I I D: 4xiZSyQ5pnperC OHM L 1 Og 1 z P836- 5yVTt6OJKU 9q5YlJ1 3 1 apE YNfatBvOoSI qmF UpvzSY90 100 5-0-0 1-0-0 5-00 I 1 5x8 STP I50_0 5_00 101 SPACING- 2-0-0 CSL DEFL, III loc) I/dell tjd Plate Guip D(X 1.25 T C11 0,56 Verl(LL) 0,03 2-4 999 240 Lumber DOL 1 25 PC 0.26 Vert(CT) 0.05 24 999 180 Rep Stress Incr YES WB 0,00 Hoiz(CT) 0,00 3 n/a n/a Code FBC2017/TP12014 Matrix-p REACTIONS. ( lb/size) 3=114/Me(,hanical,2=253/0-8-0.4=46/M(,,ctiat)tcaI Max Holtz 2=91 (L.0 12) Max Uplift 3=-81 (LG 12), 2=- 75(t-G 8) Max Grav 3=1 14(LO 1), 2=253(LC 1), 4=92(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown, Scale = 1 15 8 ri PLATES GRIP MI- 20 2441190 Weight: 17 ib FT m 20% BRACING - TOP CHORD Structural Wood sheathing directly applied Or 5-0-0 M puffins ROT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7 10; V0=140rnph (3-second grist) Vascl=108mph, TGDL=4,2psl; BCDL=3.0psf, h=15ft; Gat. 11, Exp G; Encl., Gpi= 0.18; MWFRS (envelope) and C-C Gornet(3) zone; cantilever left and right exposed , end vertical left and right exposed,G G for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1,60 2) This truss has been designed for a 10,0 psf bottom chord live load nonr;oncurtent with any Other Ilve loads. 3) * This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Reter to girder(s) for truss to truss connections- 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In Uplift at joint(s) 3, 2, Thonias A. Aibam PE 11do.3KV tAlTex USA, >nc. FL Cori RN 004 Parile Eleit 51,ld, Tatiipa FIL 33610 Dife January 23,2018 A L WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev 1110312016 BEFORE USE. 01' 11Lrh VIAld "Illy "'ith fAil"k, In ns sy,han N+o—, It- I "91dily), llnI'l v, -MV 11 l, )[,I lir'ilAily of $-'Aqj, I'll, lit"dol, •11 l,j raywary to , 11 jj,js i, u,in intIII,, 11,1, c hold 11-l"I ^ls "Illy iT L', oow lwys ,friwd 1, v "lotllry, ltl'i I" I,wvonl "'Ifli I - - Oki I Inol tl4knOki t'I"I "Ity , 1, IiWjl) I "I WYll-jtlyj tthe,Mek 111,11, lik'n. 1"., Ylo" f' slivoly" w-11"', ,110 la sing of rwl tirr lvtkrrns, sr oANSUTPiI Quality Criteria, DSB-89 and SCSI Building Component 004 Parke Easi EMI Safety Information ov, 91,3t 4,, kcxr 11111., I'll Tlo r11A 1`1 12, N,ax in,irt i','A 14, Tampa FL 3MIO Job Truss ype T13026359 WP0049 CJ5A Jack -Open ffivIders FilstSoorce, Tarop"), Plant City. Florida 33566 3-0-5 3-0-5 3X4 Job Reference (optional) 8,130 s Sep 15 2017 MiTek Industries, Inc, Tile Jai) 23 01,22:30 2018 Page I I D: 4xiZSyQ5pnpci C OHM I, I Og I zP836183t 5SPx5n H Xjs tVdO52n mwrd HXZ 751V 30 1LLzsy9d 5-0-0 1-11,11 5.00 12 Scale 116 5 Plate Offsets (X,Y)-- [2 0-3-0,Edgej LOADING (psi) SPACING- 2-0-0 CSL DEFL, in toc) lidell Ud PLATES GRIP TOLL 20,0 Plate GOP DOL 1.25 TC 0,47 Verl(LI-) 0,04 4-5 >999 240 MT20 244/190 TGDL 7.0 Lumber DOL. 1,25 BG 0,30 verl(cj) -0.05 45 >999 180 BOLL 0,0 Rep Stress Inct YES WB 0.00 Horz(GT) -0,03 3 n/a We BCDL 10.0 Code FBC2017ITP12014 Matrix-R welghl: 17 11) FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins, BUT CHORD 2x4 SP No.2 except end verticals, WEBS 2x4 SP No.3 BUT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS, (lb/size) 5--177/0-8-0,3=122/Mechanical,4=55/Me(.tianicaI Max Hotz 5=53(LC 9) Max Uplift 5=-47(LC 8), 3=-69(LC 12) Max Gtav 5= 1 77(LG 1), 3=1 22(LC 1), 4=-90(LG 3) FORCES, (lb) - Max. Comp./Max. Ten, - All forces 250 (1b) or less except when shown. TOP CHORD 1-5=-1371284 NOTES- 1) Wind: ASCE 7-10, VUlt=140mph (3-second gust) Vasd=108mph, TCDL=4,2pst, BCDI-3.0psfl h=15ft: Cat. 11, Exp G; Encl_ GGpi=0181 MWFRS (envelope) and G-G Comet(3) 0-1-12 to 3-0-5, Exterror(2) 3-0-5 to 4-11-4 zone; cantilever left and right exposed , end vertical left and right exposed,C-C for members and forces & MWFRS tot reactions shown; Lumber DOL=lkO plate 9trp DOL=1,60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcu"ent with any other live loads. 4) ' This truss has been designed for a live load of 20,Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Rotor to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate, capable of withstanding 100 lb uplift at joint(s) 5, 3. Thomas A. Aibdri PE No.3$330 Tvk'USA, Inc, FL Cent $634 a9i)4 PvrRe East Blvd, Tanipit; FL3361,1 Date January 23,2018 A)e WARNING- Verify design paramettils, and READ NOTES ON THIS ANOINCLUDED MITEKRIFFERANCE PAGE M11-7473 rev. ttl/O3/20156EFORE USE. 0ski n rl 1,e -14, with ivbk+' Nil' hoir ling lesion, MiTek I, I ro, SI, It Alrly llt, I torts A it liklivotvill"I'>tly, I'll 1' '1 A )kli, IF, lik"I the 1, Ali, otvni, 'jol, howltrid I'lo'ltry) ,I Ross,, -lwl to rsy Svttrvns, —,ANSI/TPII Quality Criteria, DS8-89 and BC$l Building Component 6904 Parke Last Utild Safety Information cre.dl:rtd„hearo hula Pkate it alfiute. y(fiN tcscr Sire, e;i Soil ?!Y N,Kixa p#r`.`t 223t4, Tampa, Fl, 33r,10 Job Truss Irons I y p e WP0049 EJ7 JACK -OPEN Builders FiistSouico, Tarnpa, Pant City, Florida 33566 1-0-0 Plate Offset$ fxY', LOADING (psi} TCLL 20,0 TCDL TO 6CLL 0,0 BCDL 10.0 LUMBER - TOP CHORD 2X4 SP No.2 BOT CHORD 2x4 SP No,2 T13026360 30 1 Job Reference (,optional) 8,130 s Sep 15 2017 MiTek Industnes, Inc, Tue Jan 23 07:22:30 2018 Page I ID:4xtZSyO5pnporCOHMLIOglzP836-Z83t5SPx5nHXjitVdO52ni,nwkYHSw75h?30 1I_LZsY9d 7-0-0 7-0il) Scale = 1 119.8 3X6 4 1,1,x8 STP 700 7O 0 0,0-0-101 SPACING- 2-0-0 CS1, DEFL. in loc) l/deff I -Al PLATES GRIP Plate Grip DOL 1,25 TC 0,93 VeTI(LI-) 0,13 2-4 >594 240 MT20 244/190 Lumber DOL 1,25 BC 0.59 verl(cl) -0.18 2-4 >431 180 Rep Stress Inct YES W13 0.00 Horz(OT) -0,00 3 n/a Iva Code FBC2017fTP12014 Matnx-SH Weight: 23 lb FT = 20% BRACING - TOP CHORD StRiCtUral Wood sheathing directly applied or 2-2-0 oc, purlins, BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS. (Ib/size) 3=159/Mechanical,2-324/0-8-0,4 78/MechanicaI Max Horz 2=122(LC 12) Max Uplift 3=-102(LG 12),2m-85(l_G 12) Max Grav 3= 1 59(LC 1), 2=324(LG 1), 4= 121 (LC 3) FORCES. (lb) Max, Comp./Max, Ten. - All forces 250 (lb) w less except when shown- NOTES- 1) Wind: ASCE 7 10, Vult=140mph (3-second gust) Vasd=108rinph; TCDL=4.2psf; BCDL=3.0psf, h=1511: Cat. ll; Exp C, End-, GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 6-11-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for member, and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate, grip DOL=I .60 2) This miss has been designed for a 10,0 pst bottom (,hold live load nonconcurtent with any other live loads, 3) * This Puss has been designed tot a live load of 20,Opst on the bottom chord in all areas whole a rectangle 3-6-0 tall by 2-0-0 ode will fit between the bottom chord and any other members. 4) Peter to girder(s) for truss to trLISS connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2 except Ot=lb) 3=102, Thorns A, Albam PE No,39380 ToK USA, inc, FL Cort 6634 6334 Puke Bast Blvd, TanIpa FL 33610 Cate January 23,2018 WARNING, Verily design parameters and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010"015 BEFORE USE. V'Arl 1-1 use (I Ilywl;h Mile 10., t„T% -n I x, it iwtofl h-vtl, on,He, t"t ctt Iwil"$itiol t,A,16a I c txrnL n-t MR ' It1ioS%y,A,jn N4,,w o-, III, t,kol, iii y{cicui lrnei mu"I -Wy Ili, " it i 4t, al Aily "t, 1, trom(A'1%, in. f f,t't 'Ily lw q. 'sol, qdirtti & Ih— 'vol-it MiTek 4,jo, $oliv,eIy, "locljotl of"I to I, l(vi e,t Utivt, In, I truces "yq,lIi,%_,-ANSI/TPII Quality Criteria, DSB.89 and SCSI 8WIdIng Component 6904 Parke East Std Safety Information Tampa. FL 33610 Job Truss Truss Type W P0049 E,17B Jack -Open Builders FrtstSokirce, Tampa, Plant City, Florida 33566 Uty I-ly VVIlW4Y T 13026361 1 1 Jot) Reference (optional) 8.130 s Sep 15 2017 maek Industties, Inc, Tuo Jan 23 07:22:31 2018 Page 1 ID:4xiZSyQ5pt)pciC,OHML1091zP636 1KdEloQZs5P0l-sSiBjcHKzSxRhI sYx8l4kt)lnzSY9c 7-0-0 7-0-0 Scale = 1 19 8 3X6 3 1 SX8 STP 7-00 7,00 Plate Offsets (X,Y)-- LOADING (psh SPACING- 2-0-0 CS1, DEFL. in 0c) l/detl ud PLATES TCLL 20.0 Plate Gnp DOL 125 TC 0,79 Veit(LL) 0,16 1-3 481 240 MT20 TGDL 7,0 Lumber DOL 125 BC 0,73 Vert(CT) 0,16 1 3 436 180 BULL 0,0 Rep Stress Incr YES WB 0,00 Horz(G'F) 0,00 2 n/a n/a BCDL 10,0 Code FBC2017fTP12014 Matrix-SH Weight: 22 in LUMBER- BRACING - GRIP 2441140 FT , 20% TOP CHORD 2x4 SP No, I TOP CHORD StRictural wood sheathing directly applied or 5-8-6 oc purlins. BOT CHORD 2)(4 SP No,2 BOT CHORD Rigid ceding directly applied or 10-0-0 oG bracing. REACTIONS. (lb/size) 1=244/0-8-0,2=165/Mechanical, 3=79/Mechainical Max Horz 1 - 11 1 (LC 12) Max Uplift 1 =-53(LG 12), 2=- 1 04(LO 12) Max Grav 1=244(t-C 1), 2=165(LC 1), 3=121(LC 3) FORCES. (lb) - Max, Gomp,/Max, -Ten, - All forces 250 (1b) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140roph (3-second gust) Vasd=106mphl TCDL=4,2pst, BCDL=3.0psf; h=151t; Cat, ll; F-,xp G; Enct., GCpi=0.18; MWFRS (envelope) and G-C Corner(3) 0-4-0 to 6-4-0, Exterior(2) 6-4-0 to 6-11-4 zone; cantilever left and tight exposed end verlicalf left and right exposed;G-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip bOL=1,60 2) This (loss has been designed for a 10,0 pst bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beating plate capable of witistanding 100 in uplift at joint(s) 1 except (jHb) 2=104. Thomds A. Albani PE No,N380 MiTek USA. inc, FL Cert 634 81,54 Pa*e ExA Blvd, Taiiip,) FL 33610 Date January 23,2018 41 WARNING - Verltydesign pairametars and READ NOTES ON THIS AND INCLUDEOMITE)CREFERANCE PAOEMH-7473 rev. 1010312015 BEFORE USE, 11*' jh lAki ("r -ily "'Ith mll'+ lhi% Itltv' s"Y'kxm W1 MiTek I,( ti t14 J, in", -'1' 11, lit 'o th, Inmw- ind Quality Criteria, DSB-SFond SCSI 9ut1dingComponent 6904 Pwke East Brvd Safety Information ciwitkaMcs 4,4(1 Iim:Pkila rl Tan'Vi PL 33610 Truss T13026362 WP0049 HI Root Special Girder Builders FirstSoutce, Tampa, Plant City, Florida 33566 1-0-0 4-3-11 7-0-0 12-8-0 1 0-0 43 11 2-8-5 5 8-0 4Y,6 = 16 8,130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:32 2018 Page 1 ID:4xiZSyOSpnpctCOHMLIOglzPB36-VXAbW8RBdPXFy01tikR7WsB?3P56ibti)lXjT8PEzsY9b 18-4-0 20 4-0 25-4-0 5 8-0 2-0-0 5-0-0 1,X8 - sX6 17 5 18 19 6 402 Scale m 1 45 0 3x4 W. - I I I 2x4 3X8 3X4 - 6X8 2x4 3x4 2.4 4-3-11 TO-0 12-80 18-0.0 18-4:0 20 4 0 25.4-0 4-3-11 2-85 5-8-0 5,410 0-4-0 20-0 5-0-0 Plate Offsets (X,Y)-- [6:0-3-0,0-2-41 LOADING (pst) SPACING- 2-0-0 CS1. DEFL. in (Ioc) I/defl Lid PLATES GRIP T(,',I-L 20,0 Plate Grip DOL 1,25 TG 0,97 Vetl(LL) -0,08 12-14 >999 240 MT20 2441190 TGDL TO Lumber DOL 125 BG 0,70 Verl(G-T) -0,18 12-14 >999 180 BCLL 0,0 Rep Stress Inct NO WB 0.68 Hl,)tz(CT) 0.05 11 n/a iota BGDL 10.0 Code FBG20171TP12014 Matrix-SH Weight: 131 1b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Strl-ICLIFal wood sheathing directly applied or 3-4-6 oc punli Is, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SID No-3 BOT CHORD Rigid ceiling directly applied or 6-0-0 no bracing, WEBS 1 Row at micipt 5-11 REACTIONS. (lb/size) 9=-153/0-8-0,2=111810-8-0, 11=270810-8-0 Max Horz 2= 1 03(LG 26) Max Uplift 9=-273(LC 19), 2=-379(LC 8), 11 =-940(- (, 5) Max Gray 9= 1 53(LG 6), 2=1 126(LC 19), 11 =2708(LC 1) FORCES. (lb) - Max. Comp./Max. Ton. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2182/730, 3 4=-2027f706, 4-5=- 18691670, 5-6=-312/919, 6-7-338/983 BOTCHORD 2-15=-682/1936,14-15=-682/1938, 12-14=-51811450, 11-12=-518/1450, 10-1 1=-788/274, 9-10=-7851275 WEBS 4-14=0/421 , 5-14=-184/491, 5-12=01501, 5-11 =2653/928, 6-11 =-81 5/412, 7-9=-288/867 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7- 101 Vult=l 40mph (3-SeCOnd gust) Vasd=l 08mph, TCDL=4.2psf; BCDL=3,0psl; h=l 5tt, Cat, ll; Exp C, Encl_ GGpi= 0, 18; MWFRS (envelope); cantilever left and right exposed, end vertical left and right exposed, Lumber DOL= 1.60 plate, grip DOL- 1.60 3) Provide adequate drainage, to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurtent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord arid any other members, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joint(s) except (jt=lb) 9= 273,2=379,11 940. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated road(s) 200 lb down and 202 lb up at 7- 0-0, 105 lb down and 107 lb LIP at 9-0-12, 105 lb down and 107 Ito LIP at 11-0-12, 105 Ito down and 107 11hup at 12-8-0, 105 lb down and 107 Ib LIP at 14-3-4, and 105 Ib down and 107 lb tip at 16-3-4, and 200 lb down and 202 Ib LIP at 18-4-0 on top Chord, and 320 lb down and 109 lb LIP at 7-0-0, 81 lb (town at 9-0-12, 81 lb down at 11-0-12, 81 lb down at 12-8-0z 81 Ib down at 14-3-4. and 81 lb down it 16-3-4, and 320 lb down and 109 lb LIP at 18-3-4 on bottom chord. The design/selection of such connection device( s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1 .25, Plate Inciease--1.25 Uniform Loads (plt) Vert: 1-4=-54, 4-6=-54, 6-7=-54, 7-8=54, 2-9=-20 Thornas A, ALant PE No3S30 W70 USA, Inc. FIL Cert 634 004 Parke East Nvd, Tallipa FL 33610 Oats ateJanuary 23,2018 WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev, 10/0"015 BEFORE USE N, Icltlo el, it'' ll,>, I I,, I- i+,"'ont 1x1'+Irlg A it, It'i" "ol, vl V-f, hot'l I ... 4,A,lm-nly MiTek' 1;, It', [4,V(411 ("it' 4>sl will) t-dt 4, J,lb"'oHnIkay ood 1, t Iti" I, H, I 'r Y illlj "I lllls-s orl, I 1itmsyA,m%, -,ANSI/TPII Quality Criterlo, DS8,89 and RCS( Building Component 6904 Parke East Blvd Safety information 4, t-in inns MileInstlh rte,, 201 Ill t-, /v,,Yoi,,Atr,r. VA 7X114 Tampa FL 33610 tins Type T13026362 WP0049 Hi Roof Special Girder 1 Job Reference (optional) Builders FirslSouice, Tampa, Plant City, Floiida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07 22:32 2018 Page 2 ID_4xtZSyO5pnpcKCOHMLIOglzP836-VXAbWARBdPXFyOtukR7WsB?3P56ibrbIXTBPEzsY9b LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=-153(F) 6=-153(F) 14=-320(F) 12=-58(F) 5=-105(F) 11=-320(F) 16= 105(F) 17=-105(F) 18=-105(F) 19=-105(F) 20=-58(F) 21=-58(F) 22=-58(F) 23---58(F) WARNING - Verify design peremarers end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE UIhT4T3 rev 1010312015 BEFORE USE I ArU PrY dt•iFwus<:, ydy i•rith htil k:. ,rnuu t<vs ik tie :k d;7t n tw}s s.t.,niY itx ni H-ni;cd ni(l rt, dI h,r, a h it n. tuczit atO Fkrnt s1 it i ttt. n:t Idl i htrss syalerm fkk>r.rasa. ftu=iaid.11n,},fe tikFba inrnl ,r ePa tlnr:r{:N Jk'k'AiiV .! # Ur in i<:zr.mu kris .::grit i ^iu'dy ur rt uth Ihn ia:.ktn in tlr< <:v ti i tfi 11kAItii?')"Sign.tvi,Ac}ttx#Icc t<dt I" Jxs="Jttu"IdlIKI'411tfRQ'fualtill's wch ill fla<tt>i-finemis(sonly. A!-kiEi i,il le=rn{ rkry <ai.f txaimarr^ntt r-r tr 4) ',., i' k' h aP nrays1 jrlit, I k i st at ility . n f t i t rrsnl dory ut •iih{Yss'itd I,ix rtai nyuiy .rrd pr ly iy :Irxn xtc; tat ,3"i3ei.i i7uir t-ttx r re{dcrt i[ix7 the t tt nir.«tkv7, sh urgez d',6.oly, ow ii' n'xri Ivu. utO "t tnlss,, )nri WN,tiyslettm s,—ANSI(TPIT Quality Criterlo, DSB-89 and SCSI Building Component 004 Parke East St"d Safety Information aJ-xk,dde beat, huy%I'loto s6hrlea. ?18 N !-, 14wol, Tama. FL 33610 Job WP0049 HJ7 Diagonal Hip Girder Lilco, Tampa, Plant City, Florida 33566 5,0 1-5-0 2x4 2x4 r. Plate Offsets (X.Yl-- 12:Ed(1e.0-0-61 113026363 5 1 Job Reference (optional) 8,130 s Sep 15 2017 MiTek Industries, Inc- Tue Jan 23 0722:33 2018 Page 1 lDAxiZSyQ5pnpciC0Hv1LI0qlzP836 zlkzlURqOif5aA(,418elPOYNaUW?KQIRINDfiygzsY9a 7-0-8 9-10-1 7-0-8 2 9-9 Scale = 1 20 6 7-0-8 7.0-8 29-9 2x4 LOADING (pst) SPACING- 2-0-0 CSI. DEFL, in loc) Vdefl LAI PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0 . 43 Vetl(LL) -0,05 2-7 >999 240 MT20 2441190 TGDL 7.0 Lumber DOL 1,25 BG 0,44 Verl(GT) -0,11 2-7 >999 180 BGLL D'O Rep Stress Incr NO WB 0,17 Horz(GT) 0,01 5 TIM n/a BGDL 10.0 Code FBC20171TP12014 Matrix-SH Welqhl39 Ib FT = 20"3U LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directlyapplied or 6-0-0 oo purlins. BUT CHORD 2x4 SP No,2 BOT CHORD Rigid Getting directly applied or 10-0-0 or; bracing. WEBS 2x4 SP No,3 REACTIONS. (lb/ size) 4...14/Mechat)icil,2=445/0-10-15,5-400/Mechaf)icaI Max Herz 2= 131 (I-C, 4) Max Uplift 4= 35(LG 22),2=-145(LC4), 5=-154(LC8) Max Gtav 4=29(LC 18), 2=445(LG 1), 5=400(1-G 1) FORCES, (11b) - Max. Comp,/Max. Ten. - All forces 250 (1b) or less except when shown, TOP CHORD 2-3=-593/161 BOT CHORD 2-7=-206/527, 6-7=-206/527 WEBS 3- 7=0/359, 3-6=-696/272 NOTES- 1) Wind: ASCE 7-10, Vult=140rnph (3-second gust) Visd=108mph, TGDL=42pst, BGDL=3.Opsf: lc=15ftl (.-.,'at. 11 ' Exp G; Encl_ GGpi=0. 18; MWFRS (envelope), cantilever left and tight exposed , end vertical left and tight exposed, Lumber DOL=1.60 plate grip DOL=1 . 60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcutrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom (,hold and any other members, 4) Refer to girdet(s) for truss to truss connections. 5) Provide mechanical connection (by others) of puss to bearing plate capable of withstanding 100 In uplift at joint(s) 4 except (jt=lb) 2=145, 5=154, 6) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb tip at 1-4- 15, 68 lb down and 85 lb Lip at 1-4-15, 25 lb down and 38 lb up at 4-2-15, 25 lb (town and 38 lb tip at 4-2-15, and 50 1b down and 87 lb Lip at 7-0-14, and 50 Ib down and 87 lb up at 7-0-14 on top chord. and 1 lb down at 1-4-15, 1 lb down at 1-4-15, 16 lb down at 4-2-15, 18 Ib down at 4-2 15, and 38 lb down at 7-0-14, and 38 lb (town at 7-0-14 on bottom Ghoid. The of such connection device(s) is the, responsibility of otheis, 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead 4. Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1,25 Uniform Loads ( plf) Veil: 1- 4=54,2-5=-20 Concentrated Loads ( Ib) Vert: 3=- 75(1`=-38, B----38) 7=-36(F=-18, B=-18) 8=44(F--22, 6=22) homas A. Albani PE No-',q380 P,1; T,l* USA, iic FL C0 K4 33610 CmN January 23, 2018 WARNING, Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. l""OISSIFFORE USE, A,I-j " Illy (11,n r ,11, I 1!. k'l 'Al i,vtivi, luol I A Irocj tit al#a o Nvic I,' , 11w, ry lit, I rof ility In, it, I I I 'ojl 14 w wi It I, "ot 4, 1 1 it III• it Y In, it 1, r "tv , r, in I o, lo I , 'i I, 't I, (' it J it, i A $it t,' 1 arcs M Re k it i, I li.rvti sy4kztna -ANSJITPII Quality Criteria, DS8,89 and SCSI Building Component 6904 Parke East Blvd Safety Information oviil. il 4(, tf-ln lt-, Plat,, ltsrifoI(,-'M1 N [-, SiloO, oiil,s317, /q-, ilu lit, l. VA 22314, Tanti,. FL 33610 Job Truss Truss Type oty Ply WP0049 313026364 WP0049 V3 Valley 1 1 Job Reference (optional) Builders FirstrSouice, Tampa, Plant City, Florida 33566 8,130 s Sep 15 2017 MiTek Indi-ISIlIeS, Inc. Tue Jai) 23 07:22:34 2018 Page 1 ID:4xiZSyQ5pnpciCOf-IML-10glzP836-RvlMwqSS90tiyCJBGsr9 xc4chLJyE3vha 1yFU6zsY9Z 3-2-8 3-28 Scale = 1:9 5 2 3 2x4 2x4 LOADING (pst) SPACING- 2-0-0 CS1. DEFL. In (IoG) (!dell ud TELL 20,0 Plate Grip DOL 125 TC 0,15 Vert(LL) n/a n/a 999 T C, D L TO Lumber DOL 1,25 BC O. 06 Veit(CT) n/a - n/a 999 BOLL 0,0 Rep Stress Incr YES WB 0,00 Hcfz(CT) 0,00 3 Wa Iva BCDL 10.0 Code FBC2017fTP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD BOOT CHORD 2x4 SP No,2 WEBS 2x4 SP No,3 BOT CHORD REACTIONS. (lb/size) 1=65/3-1 14,3=85/3-1-14 Max Ho(z I =43(LC 9) Max Uplift I =-23(LG 12), 3=-31 (LC 12) FORCES. (lb) - Max. Comp./Max. Ter). - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 2441140 Weight. 10 11) FT = 20% StRIOLIVal wood sheathing directly applied or 3-2-8 oc putlins, except end verticals. Rigid ceiling directly applied or 10-0-0 no bracing— NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108rnph, TCDt-4,2psf, BCDL=3,Opst, h=15tt; Cal. 11, Exp C. Encl- GCpi=0,161 MWFRS (envelope) and C-G Comer(3) zone, cantilever left and right exposed I end vertical left and right oxposed,C-G for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 0%, joint 2 = V, joint 3 = 0% 3) Gable require-, continuous bottom chord hearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcut tent with any other live leads, 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb Uplift at joints) I z 3, Thom4s A, Aibans PE No.ASM lyfiTAK USA, Inc. FL Cert 66U 004 Parke East ENd, Tampa FL 3616 0ato January 23,2018 iL WARNWO - Vanity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M11-7473 rev, 10/0"015 BEFORE USE I-rI lhc, re,sJ,yl is t,zI', 1, nly ul -,;, [, "ll-MI, 0II, I$, (.4 #I In alA 4u, At AM-Jin'l , "mi-f"nt n, 4 Itlm,S Ytom, IoA-I,. m,, tlI, I" At, linq d(*Jn,,F Imi'l ""Ility It n, ol J 4k-t,illly if Rrm,jn I It, ri'l f vj ITIY it (-q , 'I, AI lhh ink, It,- V,•(, III gal' k V , MiTekill. ),I .. ign, A, IPit, i,)l Ity In,$[ -(m 11 I,nt 1'1 I, trig A ' I it Oty it I rI •It IIIIII Iqi, .1 1" I'levont ""llopw Witt, 1-ty"'a illiksy on.l 1'1'r-i(VAI uvxr,r, 6904 Parke Eat 8tvd 11ItI, llllon,,I. (41, 4,^Iiv, ot I, i twy inr; of hm- In, I hir%I Quality Criteria, DSB-89 and SCSI Building Component Tampa FL 33610 Tniss Oty Ply 1 1 T13026365 Job I R WP0049 V5 Valley Butceis RrSISOL,rce, Tampa, Plant City, Florida 33566 c? I Jot) Reference (optional) 8,130 s SOP 15 2017 MTek Industries, Inc. Tue Jan23 07:22:34 2018 Pagel ID:4xiZSyQ5pnpoiCOHMLIOg1zPB36-RviMwqSS90nyCJBGsr9 xc4W5(ivd3vha lyFU6zsY9Z 5-2-8 5-28 2)(4 2 3 Scale = 1 14 1 2.4 2x4 LOADING (pst) SPACING- 20-0 CSI. DEFL, in loc) lidet, Ud PLATES GRIP TCLL 200 Plate Ono DOL 1 25 TG 057 VGM(LL) n/a n/a 999 MT20 2441190 TCDL TO Lumber DOL 1,25 BC 023 Vert((-,T) We n/a 999 BOLL O'D Rep Stress Incf YES WEI 000 Horz(CT) 0,00 3 f -, /,-I ria BCDL 10,0 Code FBC2017f1 P12014 Malnx-P Weight: 17 lb F7 = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural Wood sheathing directly applied or 5-2-8 QG PLIIIIIIS, BOT CHORD 2x4 SP No,2 except end verticals. WEBS 2x4 SP No-3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS, (lb/size) 1=159/5-1-14. 3=159/5-1-14 Max Herz 1 =81 (LC 9) Max Uplift 1 =-44(1-C 12), 3=-57(LG 12) FORCES. (lb) - Max, Comp,(Max. Ter). - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-125/261 NOTES- 1) Wind: ASCE 7-10. VLllt=l 40Mph (3-second gust) Valcl=l 08mph: TCDL=4,2psf, BCDL=3,Opsf; li=l 511; Cal. 11; Exp C ' Encl., GCpi=0.18; MWFRS (envelope) and G-C Cornet(3) zone. cantilever left and right exposed end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL--1 .60 2) The Fabrication Tolerance at joint I = 0%, joint 2 = 0%, joint 3 = 0% 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any other live loads, 5) * This [ILISS has been designed for a live load of 20,0pst on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members, 6) Provide mechanical connection (by others) of trnss to hearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, Thorros A, Afbam PE No-IqMO PliTek USA, ?nc, FL Cirt 6634 6404 Parke East Blvd. Tai,,,Pa FL 33n1q Dato January 23,2018 Ak WARNING, Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE AM-7473 rev. 10/0.7,WfS BEFORE USE. use.+ <I)IY VAth mil,`, use."" lify It,(" if 14i", It 4111Y "I, I 'I' ,1,' 'fly it I, )Il-vllo In Nil' ifo ll"I ill, It, • fl,,i K 1- 1 q,>\f-j,t I ,i, klll j 4 ill, lividli, 1; luris —I, on, 11—I , h"T'i Illon't'l, "City MiTek' I -,ANSI/TPIJ Quo"fir Criferio, DSB-89 and SCSI Wilding Component 6804 Parke Last BId Safety Information 110illlle21Hr,l t,- 1,,I[e,,J, stlil,a I l, ill, to iVA `,'3 14 Tampa Ft, 33610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless X, y offsets are indicated Dimensions are in f -in-sixteenths Appiy plates to both sides of truss and fully embed teeth. 0-"11g, W For 4 x 2 orientation, locate plates 0- , ' " from outside edge of truss. This symbol indicates the equired direction of slots in connector plates Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the crate 4 width measured peqx4 pendicuiar to slots second dimension is the 'length parallel to slots, LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the crutput, Use T or I bracing if indicated BEARING indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. C=l Industry Standards: ANSIFPil- National Design Specification for Metal, Plate Connected Wood Truss Construction DSB-89 Design Standard for Bracing. BCS(: Building Component Safety Information, Guide to Good Practice for Handling, installing & Bracing of Metal Plate Connected Wood Trusses. cli(nersicrs shown in. ft-in-sixteenths Drawings not to scale) 2 3 TOP CHORDS 7 6 r- JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS CC -Es Reports FSR-11 311 11, ES R- 1352, ESR 1988 ER-3907, ESR-2362, ESR-13PT E&R-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. c, 2012 MiTei All Rights Reserved 11 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss sysTern, e.g, diagonal or X-brocing, is arrays required, See 6CS1, 2 Truss bracing must be designed by an engineer. For wroe- truss spacing, indiviciuci lateral braces themselves ma,, require bracing, Or olternotirve Tor i bracing should be considered. 3 Never exceedthe design l&aJing Show, and never stock, irl-Iferiols cn inodequatery braced trusses 4, Provide copie-s Of this truss design to the building designer, erection, supervisor, property owner and all other interested parties, 5 Cut merriber, to bear tightly against each other. 6 Place plates Can each face of f,uSS of each alit and embed fully. Knots ar-rd wane at Joint loCothcn,S are regulated by ANSI/'Pi I 7 Design assumes trusses will be SuitOblv PrOteCtedficrrM the environment in occcrl--1 with ANSif; P1 i 8 Unleass Otherwise noted, moisture- content of lumber shall not exceed I 9% offirrie-of fabrication. 1 Un.!ess exPressiv noted, this design is not appiicatle for use iAith fire retardant, preservative treated, Or green luff4ber. I G ccirnbe, is non-structural and is the Of truss fabric-OtOr To Car-nbef for dead locra, deflection 1 11 Plate fypff, sae, Orientation cina lCcaYiOn dimensions ndicotc—ql are rrinimurr) plating requirements. 12 Lumber used shall be of the Species and size, and in all respelots, equal to or better than that specified 13 Top chords rnust be sheathed or purlins provided at spacing indicated ondesan 4 Bottom chords require lateral bracing at i0 ff spacing, or less, if ceiling is nST011ed, unless Othe r"'Ase noted 15 Connections not shown are Tne responsibili r Cf others 16 Do not cut or alter truss Mernber or plate without prior approval of an engineer. 17, install and (coo vertically unless indicated otherwise. 18 Use of green or treated (umber may pose unacceptable envirronmenif0i, health or performance risks. Consult with proj;e't engineer before use 19 Revie wall portions of this design {front, back, words and before use Reviewing pictures alone is not sufficient. M20 Design assumes manufacture in accordance with *1Tek " ANSI/TPI I Quality Criteria MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 GEARING HEIGHT 56HEPLLE Lee m CJ til 9 I i C.. E NOTES 1) FIFER TO Hib a (R..(,OMMFNDA 10* FOR f I HA'1.146 IN lA ..ATiON W TEMPORARY URALM) RO FfNIFEE- NEREP DRAW!N6, FOR FERMANENT 6RA.1NG P:U2UIREC. E 2.) ALL TRUh5E5 ONCLUDING-PU55E5 UNDER VALLEY FRAMING) Mi15T DE COMPI.EI'ELY DECKED OR Rc ER TO DETAIL Y105 FOR ALTERNATE URAC[NG REgJ•REMEN'S. 5) ALL V& L--" ARE O 5E CONVENTiONALLY FRAMED BY 6U(_DER. 4.) ALL TRU55E5 ARE DE5IGNED FOR 2' ac. cb MAXI"STAGING, JN E55 0 HERW75E NOTED. cis [.) ALL WALLS WWN ON PLACEMENTME.Ni PLAN ARE GS33ONERED O DE LCAD L ----- ---- _—_ ------------ .._ _-. .._ _.._ .__ -- ; UEARING. LtLE55 GT`1ERW.5E NOTED. i 5Y42 TRU55E5 MUST 51 MTALLED E WITH THE TOP MING I j 7) ALL ROOF TR 55 HAVY,ER5 TO 8E 9(MP,0N TU26.AL.T55 OTHERW5E N011 ED. ALL FLOOR T RU55 HANGERS 0 5E SiMP5ON 1 THA422 UN..E55 OTHERW€5E NOTED_ I {! 0) 6£AMI EADEEMINTEL (OR) TO DE FURNESHED by NJILDER_ 5HOP DRAWING APPROVAL I i LAYOU 15 THE 5PE 5OI#;6E FOR FA6RILATON OF E IU) AE5 AW VOIDS ALE PREVIOU5 ARCHIIELTURAL OR 01HER IE_ iPJ55 AYOJT5 REVIEW AW AMOVAL O° 444.AYOU' RM i 5£ REC.iVED .ORE ANY T Rt55E5 W'LL 3E NIT. VEMY AL! E k ... ) t..... fMTitMS TO W5Xc ALAMT G±kWt> THAT; WILL RE49-T IN EXTRA DW",E4 i0 YOJ 0. Flo pp.tt tr Gtu Buil ders11 FirstSource Orlando PHONE: 407 f0-2100 FAX 407-051-7111 Plant CityI - F PHONE. 813-751-5g51 FAX fii3-752-E532 LY. Lc Ashton Woods 1981 Ophelia T GAi k" IB5. 2#115 ON WP0049 n: NITC, 10/19/17 1 Josh el le City of Sanford Building and Fire Prevention Product Approval Specification Form 5 Permit # 1 0 8 J Project Location Address q3qQ IL X-A krcus Q- Lnt4- 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 EL15036-139 Sliding MI WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll Up Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including 3. Panel Walls Siding 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-RI2 Underlayments 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 Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-RlO Other June 2014 Category Subcategory S. Shutters Manufacturer Product Description Florida Approval # include decimals Accordion Bahama Colonial Roll up 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-R10 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 1/2/2018 Florida Building Code Online BCIS Home ' Log In User Registration Hot Topics Submit Surcharge Stars & Facts Publications FBC Staff F( rda r, Product Approval USER: Public User Product Approval Menu > Product or Application earch > Application List > Application Detail FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. y' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Equiv (b) Equivalency of Standards.1df https:/Amww.floridabuilding.org/pr/pr_app_dti.aspx 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL # Model, Number or Name 15036.1 mm i a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 j c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 1 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 1 e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any ascription 68 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.1.12df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.1.odf Created by Independent Third Party: Yes 68 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FL15036 R2 II (a) Inst 15036.2.12df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.2.pdf Created by Independent Third Party: Yes 68 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.3.pddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.3.12df Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double ^Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FL15036 R2 II_ (a) Inst 15036.4.1df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.4.pdf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FL15036 R2 II (aInst I5036.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.5.{1df https://www. 1 /2/2018 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration! Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A j Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 RZA (a) Eval J5036.7.2df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 i h. ClassicCraft Fiberglass Door Installation Instructions Verified By., Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Patty: Yes Evaluation Reports Created by independent Third Party: Yes 15036.9 1. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15Q3 II (at 5,i _030.9.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure:. N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Evai 15036.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. J. ClassicCraft Fiberglass Door Limits of Use; Installation Instructions Approved for use In HVHZ: Yes FL15036 R2 11 ta) Injit I503&,10-12df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409' Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15036.10 for Design Pressure Ratings, any FL15036 82 AE (a). fval 15036.10.2df additional use limitations, installation instructions and product Created by independent Third Party., Yes particulars, The State of Florida is an AA/EEO employer. Copyright 2007 2011 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.487.1395. "Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi 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 licens under Chapter 455, F.S., please click agrg_. Product Approval Accepts: M ME Credit Card Safe hftps:/ Awww.floridabuilding.org/pr/pr_app_dtl.aspx 3/3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL, 33595 Plrone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.6 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.6 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratorj Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,Inc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E a"%%J15811180g4 Signed & Sealed by 0 •, Lyndon F. Schmidt, P.E. 4 No 43409 STATZ OF •: ,I Lyndon F. Schmidt, P.E. FL PE No. 43409 RiR " ; t?? •,,• l " ` '' 10/16/2017 0P%vR%_) 37.5' MAX. OVERALL WIDTH SIC -Craft,. FIBERGLASS DOOR INSWING / OUTSW NG NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material cco. t is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to int covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. Jal sill item #39 under active doors meet water infiltration requirements g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes Z ZZ Z r w 0 LU LU M 2 Uj Q < U_ ce J U_ J J Ui W Ui o 0 o o EXTERIOR U 44 4.11" V 2 42 TOP RA1L 43 LAMH SOLE 1.49" SG >= 0.67) EXTERIOR INTI ILI 0" 6, CSINK TYp.) I 20 17 INTERIOR ii EXTERIOR J L A 4 A 44 3 3 3 INTERIOR MUCKS ytfKmZ v 0 0 7 8 INTERIOR OSS SECTION i - inswing INTERIOR z0- t m L) W EXTERIOR INTERIOR r4_' VERTICAL CROSS SECTION 4 Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements i A 7 8 EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 4 Shown w/1 X sub -buck EXTERIOR 00 STRIKE JAMB d d S I MASONRY OPENING 4Zr,aq 2X BUCK ih Iq LON MASONR OPENIN( n N 2X BUCK Ci 3L6 N FRAME ANCHORING HINGE JAMB Masonry 2X buck construction for DP <= 48 PSF comers may be adjusted to maintain the min. os "MAX. ON CENTER" must be adjusted to o mortar joints, additional concrete anchors kX. ON CENTER" dimension are not exceeded. N. M N. CLEARANCE M N, CLEARANCE MENT TO MASONRY TO ADJACENT; EDGE ANCHOR BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF 6„ d d O L , MASONRY TYP` v_ HEAD OPENING JAMBS FRAME 0 2X BUCK F FRAME ANCHORING Masonry 2X buck constri for DP > 48 PSF and DP <= 75PSF zo U C; K FRAME ANCHORING Masonry 1 X buck construction For DP <= 48 PSF rs may be adjusted to maintain the min. 4X. ON CENTER" must be adjusted to torjoints, additional concrete anchors J CENTER" dimension are not exceeded. MIN. CLEARANCE MtN. CLEARANCE TO MASONRY TO ADJACENT C wZF eNCN R HINGE JAMB O LON 0 MASONRY OPENING FRAME 1 X BUCK FRAME ANCHORING Masonry i X buck construction For DP > 48 PSF and DP <= 75 PSF WOOD WOOD WOOD CRETE SCREW STEEL ONCRETE CONFORMING TO ACI WORMING TO ASTM C90 CONCRETE SCREW STEEL RETE SCREW STEEL ETE SCREW STEEL ZETE SCREW STEEL ZETE SCREW STEEL STEEL W 1.I S' MIN. EMBEDMENT STEEL N WEATHER-STRIP FOAM N WEATHER-STRIP FOAM STEEL W (HINGE TO FRAME) STEEL NATURE SERIES STEEL 0.47 WOOD WOOD PURE SERIES 780 STEEL STEEL STEEL N PROFILE ALUM. / WOOD PVC kDDLE THRESHOLD ALUM.COMP. LD ALUM. DOOR PANEL DETAIL SHEET FOR DETAILS FIBERGLASS BY THERMA-TRU N.) = 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. lbs. DENSITY) POLYURETHANE 4.56' Eo o 19 20 HEAD & SIDE Jamb Lq 1 4.63' _ M BUMP FACE THRESHOLD LOW PROFILE 31 5.75' 33 SELF ADJUSTING SADDLE THREHOLD R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-1031-4 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. J 4 Signed & Sealed by 1)1% c, " a .y" rLyndon F. Schmidt, P.E. 4 y"; rA Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. STAIFE `'_ FL PE No. 43409 y10/ 16/2017 VW%JKO RGLASS DOOR W/ S DEL TE INSWING / OUTSW NG ind is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). ind spaced as shown on details. Anchor embedment to base material rcco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind borne debris protection this product is required to ont covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for a buck ie details of this drawing require further engineering analysis by a hitect. stal sill item #39 under active doors and all sills used under sidelites meet iVHT'. g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS 3n pressures & general notes Glazing detail SWING 53.13" MAX. OVERALL WIDTH 0 O z z 3 y z r 0 x = LU LUx xw w Ole J LL. J J Q WLuLU o i < o o. Lj OVERALL FRAME WITHOUT SUE DIMENSION ' BOLTS I POSITIVE SIGM PRESSURE (PSF) CE WITH SURFAC BOLTS 3ATIVE POSITIVE NEC LAILNI%.Jr% SG >= 0.67) 5' GLASS BITE 23 EXTERIOR 25/ 7,7. INTERIOR 25 G >= 0.42) e frome,screws) is 24 24 G i GLAZING DETAIL 5 insulated glass w/ smc lite frame 1.53'_ 1 /2" MIN. GLASS THK. EXTERIOR 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED INTERIORGLASS s, r_1 A" G GLAZING DETAIL 5 insulated glass w/ pvc lite frame MIN. kSS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR INTERIOR EXTERIOR 0.15, CSINK TYP.) MONTAL CROSS SECTION ving shown - inswing approved W44"01 i7ci NOTE: 115, 1. The sidelite is direct set into the SINK jamb with (12) item #M (#8 X 2 TYP.) PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5", 31 ", 48.5" & 66". 8 7 40 SEE NO1 E) INTERIOR EXTERIOR 4 a, a v Q law 7 63 14 z n_ UINTERIOR 60 61 SS SECTION nswing VERTICAL CROSS SECTION Inswing configuration see general notes, sheet I for "HVHT' Wafer infiltration requirements 2 VERTICAL CROSS SECTION 5 Shown w/IX sub -buck 6, 2 Z a_ C5 SEE NOTE 1 CAL CROSS SECTION ring shown - inswing pproved a ca d SEE NOTE 1 7:2 w 0 z C: Cd w INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE 1 TERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/1X sub -buck NOTE: 1. Anchors ass'y thn sill at 4" in from e( INTERIOR EXTERIOR MULLION OWN FOR FERENCE ONLY 1ORING MASONR OPENIN( c3 10 FRAN z O 2X BI hers may be adjusted to maintain the min. MAX. ON CENTER" must be adjusted to ortar joints, additional concrete anchors ON CENTER" dimension are not exceeded. I I! I I SEE DETAIL 1 L Y TYP. HEAD JAMBS M TYP. tE a 91CK C TYP. C N SILL SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction 28 27 M OUTSWING INSWING M OUTSWIN L INSWING LATCH & DEADBOLT DETAIL_ (63 DETAIL Attach surface bolt strike plate to frame as shown (Outswing) 6 n66 LOCV EO N EO N HINGE JAMB DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) K 10 MASONRY OPENING FRAME 7 1 X BUCK a o SEE DETAIL 2 FRAME ANCHORING may be adjusted to maintain the min. Masonry 1 X buck construction C. ON CENTER" must be adjusted to it joints, additional concrete anchors CENTER" dimension are not exceeded. MIN. CLEARANCE MIN: CLEARANCE` TO MASONRY TO ADJACENT EDGE ANCHOR. MIO LOC4 37 HINGE JAMB IQ N INSWING OUTSWING INSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL Attar strike as sh WUUD 24 1 1/4"INIWULF'ISPAUR SIELL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC CRETE CONFORMING TO ACI DRMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL REW STEEL 29 1 #8-10 X 1-1/2" PLASCREW STEEL SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD SCREW STEEL 32 DOOR BOTTOM SWEEP PVC SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. STEEL 39 HIGH WATER DAM THRESHOLD ALUM. l .15' MIN. EMBEDMENT STEEL 40 1 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN;.] 25"MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS E SCREW STEEL VEATHER-STRIP FOAM 42 TOP RAIL COMP. EATHER-STRIP FOAM 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. GER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE L STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25" THK. STEEL STEEL 2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES 780 STEEL 64 10 X 2-1 /2" PFH SCREW STEEL PE 65 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL z"bo, 'O 2. N 2.17' ---j f - 4.63" i6 OUTSWING SIDELITE i BUMP FACE THRESHOLD I 2.59" Spacer 1.68, 2.14" , I...— i .68" —j 5.75 1.69" --; j I I 1Ci R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No, 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-1031-4 2. Drawing No. Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. Siqned & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA#9813) 'r Lyndon F. Schmidt, P.E. 3. Calculations Prepared bySigned & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) a .°` Ir 'yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISOAEC 17020 and 3 S £ - V y zap w FL PE No. 43409 Guide 53. 10/16/2017 Sheet 1 of 1 41 w Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Dsic-Craft GLASS DOOR W/ S DEL TES NSW NG / OUTSW NG NON'/Y me nd is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material Icco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind borne debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet iVHT'. g configurations using sill items #31 & #33 under the active door do not cents for the "HVHT'. Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS to pressures & general notes I detail 68.Y MAX. OVERALL WIDTH C7 z Z Z z 0 L LD _ W 0 w Uj LU Lt- K 7i U- Q De Q LIJ W o d 36 L Tn `OP DESIGN PRE OVERALL SWING FRAME WITHOUT SURFACE DIMENSION BOLTS Dr1f T!1/C `AlCf` ATlVC SURE;(PSF) WITH SURF BOLTS TA Y I I -Id(( IL) YO 44 5' GLASS BITE 23 25 EXTERIOR INTERIOR 25 SG >= 0.42) e frame screws) is 22 025 29 G i GLAZING DETAIL 5 insulated glass w/ smc lite frame 1/2" MIN. GLASS THK. EXTERIOR 1 /8rr TEMPERED GLASS AIR SPACE 1 /8" TEMPERED INTERIORGLASS 5' GLASS BITE G GLAZING DETAIL 5 insulated glass w/ pvc lite frame 1 /2" MIN. GLASS THK. 1 /.q" TEMPERED GLASS AIR SPACF 1 /8rr TEMPERED GLASS EXTERIOR INTI ID 11 t 14 50 11 INTERIOR ' INTERIOR SEE NOTE t M 0 4 a a 3 EXTERIORT 4 EXTERIOR ° 4 2 5 50 420 4 4 t 0.15' 4 ° CSINK 17 J 4 C 17 D 61 6 HORIZONTAL CROSS SECTIONIZONTALCROSSSECTION wing shown - inswing 4 Shown w/t X sub -buck approved 5 4 3 3 4 5 6 6 6 5 5 5 NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5", 31", 48.5" & 66". 15' INK P.) 3 INTERIOR EXTERIOR 0.15, CSINK PP.) SEE NOTE 1 SEE NOTI XTERIOR 4TERIOR 0.15, CSINK PP.) a a a a o a Q law 63 19_, z INTERIOR " 60 61 SS SECTION inswing 4VER17CAL CROSS SECTION Inswing configuration see general notes, sheet 1 for " HVHr Water infiltration requirements 2 VERTICAL CROSS SECTION 5 Shown w/1 X sub -buck M iZ o SEE NOTE I EXTERIOR ICAL CROSS SECTION ling shown - inswing pproved z p: C; W EXTERIOR SEE NOTE 1 CM z 1 7 w EXTERIOR 50 Fn Z a - ova Ui tl d d tl 6 d tl C d C tl INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration e e d o b e J z A IWWW.2 A 0//,F/ jjPENN SEE NOTE I INTERIOR EXTERIOR AM, VER77CAL CROSS SEC77ON Shown w/IX sub -buck NOTE: 1. Anchors ass'y thn sill at 4" in from e, INTERIOR EXTERIOR ANCHORING I ZN STRIKE JAMB ers may be adjusted to maintain the min. 4AX. ON CENTER" must be adjusted to War joints, additional concrete anchors N CENTER" dimension are not exceeded. MIN. CLEARANCE MIN. CLEARANCE TO MASONRY TO ADJACENT EDGE ANCHOR 2" 4" 4" 28 27 MASONRY J OPENING FRAME 2X BUCK SEE DETAIL 1 q) TYP. HEAD & JAMBS F TYP. SILL SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction M OUTSWING INSWING OUTSWIN, L INSWING 10 M N QUi i_ LO U O n F Sri 4 N DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE JAMB I 1 DETAIL I Attach surface bolt 12 strike plate to frame as shown (Inswing) 10 60NI ENIN, FRAM 1X I FRAME ANCHORING Masonry 1 X buck construction rs may be adjusted to maintain the min. V. ON CENTER" must be adjusted to tar joints, additional concrete anchors V CENTER" dimension are not exceeded. MIN: CLEARANCE MIN. CLEARANCE f TO MASONRY TO ADJACENT EDGE ANCHOR HINGE JAMB Cno U0N fo vi V N LATCH & DEADBOLT DETAIL DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) INSWING OUTSWING INSWING HINGEDETAIL Attac strike as sh 65 66 00 WO 63 . 0 72 TtVVV L•f 11-+ IIVILr%%-LF1 JU/`tLLR 31CCL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC ICRETE CONFORMING TO ACI ORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL REW STEEL 29 8-10 X 1-1 /2'PLASCREW STEEL E SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD E SCREW STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 1.15' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS E SCREW STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASSHEATHER -STRIP FOAM VEATHER-STRIP FOAM 42 TOP RAIL COMP. STEEL 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD IGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. d STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE IL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL 2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4' L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES (780) STEEL 64 10 X 2-1 /2'PFH SCREW STEEL PE 65 3/16' X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 4 66 3116' X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16' X 3-3/4" PFH ITW CONCRETE SCREW STEEL to Cli 2.12" --{ c' OUTSWING SIDELITE b" 2.59" t6 Spacer 2.14" Ni k4 J-A-, II - 11 Ci wwwwww w a I'mon 3 11 BUMP FACE THRESHOLI 5.75' R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building industry C P.Q. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Doubie Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed bV Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Sioned & Sealed by Lyndon F. Schmidt, P.E 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and «° Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies a° with ISO/IEC 17020 and Guide 53, Lyndon F. Schmidt, P.E. FL PE No, 43409 10/16/2017 Sheet 1 of 1 A.,a VVVK3 74.5' MAX. OVERALL FRAME WIDTH SSIC-Craft. ERGLASS DOUBLE DOOM INSWING / OUTSWING WON-1llilpAcrr, and is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone' (HVHZ). ind spaced as shown on details. Anchor embedment to base material icco. ict is required to be protected with an impact resistant covering that BC. HVHT' requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. nchoring of these units shall be the same as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. istal sill item #39 under active doors meet water infiltration requirements ig configurations using sill items #31 & #33 under the active door do not nents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in le locations protected by an overhang or canopy such that the angle overhang to sill is less than 45 degrees. TABLE OF CONTENTS gn pressures & general notes s z Z z O L w W Uj = W U- o J LL J J tl1 W O LU Q Q o 00 to 6 o. if if OVERALL SWING FRAME DIMENSION BOLTS DESIGN P ESSURE I(PSF) WITH SURF n. f• fret f OAMEOIN to 44 INTI 0" 5' CSINK TYP.) 90400000 D] mlW, WA, 3 4 3 INTERIOR EXTERIOR L larAtolillULVIA see general rotes, sheet 1 for "HVHT' Water infiitrotion requirements E i 1 a d a d d d a G a d A 64 63 4to z I'll'', Win UQ INTERIOR OA 61 62q0" QVER71CAL CROSS SECTION sub -buck EXTERIOR A_S MASONRY OPENING 2X BUC comers may be adjusted to maintain the min. BUCK ANCHORING t as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors SAX. ON CENTER" dimension are not exceeded. tN. MIN. CLEARANCE MIN. CLEARANCE DMENT TO MASONRY TO ADJACENT EDGE ANCHOR IIA" 9" 4" IEAD MBS FAIL 171 I I SEE DETAIL l,j ll ASTRAGAL SHOWN FOR REFERENCE ONLY " O TYP. SILL 1 FRAME ANCHORING sonny 2X buck construction for DP <= 48 PSF ASTRAGAL STRIKE JAMB e comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors UAX. ON CENTER" dimension are not exceeded. A I MIN. CLEARANCE MIN. CLEARANCE: DMENF TO MASONRY TO ADJACENT EDGE' .ANCHOR. 2" 4" I I 10 10 l l SEE DETAIL L till _ M1 W MASONRY7 TYP. HEAD to OPENING JAMBS ASTRAGAL SHOWN FOR FRAME REFERENCE X d ONLY _ O 2X BUCK SEE DETAIL F TYP• N ilnllL SILL I r r r r r r r DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 0 FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 e HINGE JAMB I -1 6' I I r r Zo SEE DETAIL IEAD MBS ASTRAGAL It SHOWN FOR ` REFERENCE ONLY FAIL F TYP. SILL f FRAME ANCHORING sonry I X buck construction for DP <= 48 PSF ASTRAGAL STRIKE JAMB ie comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. WINMIN. CLEARANCE MIN. CLEARANCE EQMENT TO MASONRY TO ADJACENT EDGE ANCHOR 1/ 4" 2" 4" MASONR' OPENING FRAIV IX BL SEE DETAIL fill TYP. HEAD JAMBS ASTRAGAL SHOWN FOR E REFERENCE a ONLY g Z CK F SEE DETAIL TYP. r r r r SILL — r r r FRAME ANCHORING Masonry 1 X buck construction for DP > 48 PSF and G) DP <= 6OPSF 2) A 67 l 63 f DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 0 63 U 64 DETAIL 1 Attach astragal/surface bolt strike plate to frame as shown (Inswing) b4 i T Cn C4 N i i Cq 1 HINGE JAMB 95.25" 18.39' - 1 -- 20.63" 18.5' 13 }TYP. 3.25' SEE NOTE i 3 Ii 0.06" CV y- 0.13" ASTRAGAL DETAIL TYP. 13 3.25' 7' 0.75' TWDn%Af ATTWFMP ANFl YY%J%JU WOOD ONCRETE SCREW STEEL RETE CONFORMING TO ACI RMING TO ASTM C90 CONCRETE EW STEEL E SCREW STEEL SCREW STEEL SCREW STEEL SCREW STEEL STEEL 1.15` MIN. EMBEDMENT STEEL ALUM. STEEL STEEL ALUM. EATHER-STRIP FOAM EATHER-STRIP FOAM STEEL HINGE TO FRAME) STEEL STEEL VURE SERIES STEEL WOOD WOOD SERIES 780 STEEL STEEL STEEL 2OFILE ALUM. / WOOD PVC LE THRESHOLD ALUM.COMP. ALUM. OR PANEL DETAIL SHEET FOR DETAILS RGLASS BY THERMA-TRU 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. DENSITY) POLYURETHANE STEEL X..25' THK. STEEL STEEL 4LE END X 1-3/4" L. STEEL STEEL Eo 0 z3 o 0 4.00 E` 19 ZO HEAD & SIDE Jamb M 2.2(Y' I 4.63" 31 BUMP FACE THRESHOLD LOW PROFILE M O f" SELF ADJUSTING SADDLE THREHOLD33 to cs A T R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, Fl. 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No, 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 1181ndustrfal Dr. Fiberglass Double Door w! Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 AT[ 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc, Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, R.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared bV Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) gab Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed b Anchoring RW Building Consultants, Inc. (CA #9813)yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. guality Assurance tir Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products -0' Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and S f _ = FL PE No. 43409 Guide 53. 10/16/2017 Sheet 1 of 1 ' fVVi\V Sic -Craft« SS DOUBLE DOOR IN/ SIDELITES NSW NG / OUTSWING NON -IMPACT" id is in compliance with the 6th Edition (2017) Florida Building Code ng the "High Velocity Hurricane Zone" (HVHZ). id spaced as shown on details. Anchor embedment to base material cco. t is required to be protected with an impact resistant covering that 1C. HVHT' requiring wind borne debris protection this product is required to int covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. choring of these units shall be the same as that shown for 2x buck details of this drawing require further engineering analysis by a iitect. tal sill item #39 under active doors and all sills used under sidelites meet VHT'. configurations using sill items #31 & #33 under the active door do not ents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. o DESIGN PR OVERALL — SWING FRAME WITHOUT SURFACE DIMENSION BOLTS eracrrnre ue w'rrarc ESSURE (PSF) BOLTS nr acrrnc Sri tX I tK1UK \:T". 1 HORIZONTAL CROSS SECTION Z INTEF u ur_c mi a RnTrnAA Pell 5' GLASS BITE INTERIOR G GLAZING DETAIL 5 insulated glass w/ smc life frame iG >= 0.42) frame screws) is 1 /2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS MWOOD S' GLASS BITE G I GLAZING DETAIL_ 5 insulated glass w/ pvc rite frame zo 1.53" t wrwr•r wr wrrr w 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1 /8" TEMPERED GLASS EXTERIOR 14 0.15, C'SINK TYP.) INTERIOR EXTERIOR RIZONTAL CROSS SECTION swing shown - inswing approved / b nb od fical 31 ", Aij 0.15, C"SINK TYP.) 7 40 10 C 20) (14) (11 12 10 INTERIOR r EXTERIOR 5 HORIZONTAL CROSS SEC77ON_ 4 Shown w/1X sub -buck IV1 SEE NOTE 1 0.15, C'SINK TYP.) 8 7 D 50 EXTERIOR 40 INTERIOR 10 20 12 C Q 6 4 C a v d v v a Inswing configuration see general notes, sheet 1 for "HVHT' Wafter infiltration Z VERTICAL CROSS SECTION 5 Shown w/1 X sub -buck Db b D 6 D f b LoZa: Q SEE NOTE 1 EXTERIOR ERTICAL CROSS SECTION utswing shown - inswing Aso approved L LU EXTFRIOR SEE N01 Eb b 6 b VNWO 7COT 5 VERTICAL CROSS SECTION K—Cloutswing configuration A Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thru sill at 4" in from ea( INTERIOR EXTERIOR r U BUCK ANCHORING s comers may be adjusted to maintain the min. i as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors 4AX. ON CENTER" dimension are not exceeded. 11N. MIN. CLEARANCE MIN. CLEARANCE DMENT TO MASONRY TO ADJACENT EDGE ANCHOR. 114" 2" 4" 1/4" - 1 1#1 4" MASONR' OPENING FRAME -f 2X BUCK ASTRAGAL STRIKE JAMB DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63) 65J66 t l! ! ! l t 1 1 SEE DETAIL I t ! L TYP. HEAD JAMBS ASTRAGAL SHOWN FOR REFERENCE M TYP. ONLY N TYP. SILL I SEE DETAIL I tt t ti t t tt FRAME ANCHORING Masonry 2X buck construction DETAIL i Attach astragal/surface bolt strike plates to frame as shown (Inswing) LATCH b DEADBOLT DETAIL zo 0 toN in N Qi n I HINGE JAMB 12 10 HINGE Di 1 Il l !I I Illy SEE DETAIL I J TYP. HEAD JAMBS ASTRAGAL SHOWN FOR TYP. REFERENCE ONLY y N F TYP. SILL SEE DETAIL 1 1 t t i t I i i FRAME ANCHORING Masonry 1 X buck construcfion s may be adjusted to maintain the min. X ON CENTER" must be adjusted to ar joints, additional concrete anchors f CENTER" dimension are not exceeded. MIN. CLEARANCE MIN: CLEARANCE TO MASONRYs TO ADJACENT EDGE ANCHOR zo co vi N 4 X d- En vi i 0 701014ILTITIN En Ui cv LATCH & DEADBOLT; HINGE DETAIL G ) (67 63 95.25' 5.88" 18.39' 20.63' 13)TYP. TY P. 3.25' SEE NOTE i II-— 0.0s' S CV 0.13„ ASTRAGAL DETAIL 18.5' TYP. 13 4.5' 3.25' 7' 0.75' THROW AT THE TOP AND WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE WOOD 23 PLASTIC LIP LITE FRAME (SMC) PVC 1CRETE SCREW STEEL 24 1 [V INTERCEPT SPACER STEEL ONCRETE CONFORMING TO ACI 3NFORMING TO ASTM C90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC SCREW STEEL 27 LATCH STRIKE PLATE STEEL RETE SCREW STEEL 28 DEADBOLT PLATE STEEL RETE SCREW STEEL 29 K40 X 1.79" PT THREAD MAJOR DIA. 4.0MM SCREW STEEL RETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD EW 1.15" MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. BETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN;. I 25'MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS STEEL LINER ALUM. 42 TOP RAIL COMP. N WEATHER-STRIP FOAM 43 LATCH STILE WOOD rN WEATHER-STRIP FOAM 44 HINGE STILE WOOD STEEL 45 BOTTOM RAIL COMP. iN STEEL 46 POLYURETHANE FOAM (1.9 tbs. DENSITY) POLYURETHANE FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS REW STEEL 51 SIDELITE TOP & BOTTOM RAIL COMP. STEEL 52 SIDELITE STILE WOOD NAIL STEEL 60 1 /T SURFACE BOLT SPACER STEEL PVC 61 IVES SURFACE BOLT #454 8.0' L. X .2S' THK. STEEL STEEL PVC 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL IGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL STEEL 64 10 X 2-1 /2"PFH SCREW STEEL 0.42 WOOD 65 3/16' X 2-1/4" PFH ITW CONCRETE SCREW STEEL 2 WOOD 66 3/16' X 2-3/4' PFH ITW CONCRETE SCREW STEEL 67 3/16' X 3-3/4" PFH ITW CONCRETE SCREW STEEL 2.59" I6 OUTSWING SIDELITESpacer 2.14" 1.69" — 2.20" — 4.63" BUMP FACE THRESHOLD LOW P, M 5.75' 1 /2/?018 Florida Building Code Online dbV BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts '.. Publications '.FBC Staff BCIS Site Map Links '. Sear AProduct Approval USER: Public User Product Anoroval Menu > ftQj9Sj-gr-UDlicat1on Search > Apolication List > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri—eden@tamko.com Authorized Signature Kerri Eden kerri—eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence T3 P14T flllal.pdff Referenced Standard and Year (of Standard) Standard YW ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%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 SummantAf Products PL # e Qescrlption 12328.1 ASTM Slate Surfaced Roll Roofing ' Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12 B iI TBP14001. FR Eval teoart TAMKO Approved for use outside HVHZ: YesUnderlavments Impact Resistant: N/A 1 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 j Underjayments final.pQf 1 Created by Independent Third Party: Yes 12328.2 I ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 11 TBP14001.4 2017 F13C Eval ReooKjT NiQ Approved for use outside HVHZ: Yes Underlayments finALj& 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 I 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 q AMKQ Approved for use outside HVHZ: Yes Q rlaymencs inal,f 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 4 Jnderlaymentsi Created by Independent Third Party: Yes 12328 4 i Moisture Guard A self adhering modified bitumen underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 RNLI TBP14001.4 2017 FBC Eval Recaort TAMKO Approved for use outside HVHZ: 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 12328.5 j No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 'See evaluation report for limits of use. 12328.6 ; No. 15 UL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12 2a IIT 1400 ,4 2017 FBC Eyai ReQort TAMKO llnderlaym_epj;s final.12df Verified By: Zachary R. Priest 74021 Created by Independent Third Party; Yes Evaluation Reports Asphalt saturated organic felt Installation Instructions Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports F IBP14001.4 2017 FBC Eval ReDqrLTAB_KQ Underlayments fn Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3dlo3d 2/3 TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.Q. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U nderlayments 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 TAMKOO ASTM Slate ASTM D 6380, Class M, Type 11 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 TAMKOO 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 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 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. TAMKO@ 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. 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. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL, SERVICES, L.L,C 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 TAMK08 TW Metal and Tile Underlayment and TAMKOS 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 TAMKOO 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 Coverinqs: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO@ ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO@ ASTM Tile N N N N N YUnderlayment TAMKO@ Master Smooth Y' N N N N N TAMKO(D Moisture GuardV Y N N N N N TAMKO(D 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(D No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKOO TW Metal and Tile Y Y N N N YUnderlayment TAMKO@ 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. TAMKQ 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 Entity 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 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-217-02-01 REV 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. JYIIR No 74021 tit — STATE OF w 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 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. ANZI 1411 TECHNICAL. SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http:!/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, 6' 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 TAMKO@ Master Smooth TAMKO@ 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 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 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. TAMKO@ 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. 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. TAMKO BUILDING PRODCUTS, INC. CREEK TAMKO Underlayments TECHNICAL SERVICES, LLG 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 TAMKO® TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOQ 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 Coverinqs: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO@ ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO@ ASTM Tile Underlayment N N N N N Y TAMKOV 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 TAMKO@ No. 15 UL Asphalt Y Y Y Y2 Y NSaturatedOrganicFelt TAMKO@ No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKOOD TW Metal and Tile Underlayment Y Y N N N Y TAMKO@ 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. pEEK TAMKO BUILDING PRODCUTS, INC. j' TAMKO Underlayments TECHNICAL_ SERVICES, LLC 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 Entity 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 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-217-02-01 REV 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, 61h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. P YI1'R PREef, NS No 74021 f 3* STATE OF Q N A % ittl tt 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 A 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. 1/2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear d, b Product Approval USER: Public User Prg t8{Ioro.val Menu > Product or AogjiSyTon Search > Application list > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 acarter@lomanco. com Andrew Carter acarter@lomanco. com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext361 acarter@lomanco. com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext6163 acarter@lomanco. com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami - Dade BCCO - CER Miami - Dade BCCO - VAL Standard Year Miami - Dade TAS 100 (A) 1995 I 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 riel" i"", Product Approval Method Method 1 Option A Im W".." "b<W " .." > Date Submitted 11/08/2017 https:// floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrIzAU6DFsUcmbpCG3RoA%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 FL # Model, Number or Name Description 3792.1 1135 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. Model 135 Roof Vent and Model 2000 Power Vent shall be installed over composition shingles roofs only. Model 135 Roof Vent and Model 2000 Power Roof Vent shall 3792.2 Roof not be 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. 3792.4 1 770 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 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 770D 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: Certification Agency Certificate Quality Assurance Contract Expiration Date 08/ 17/2021 Installation Instructions FL3792 R10 II Lomanco 135-2000 - NOA 16051025.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Certification Agency Certificate Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3Z92 R10 I Lomanco 700 Series - NOA 1df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.Ddf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3Z92 RIQ C CAC Lomanco 700 Series - NO, Quality Assurance Contract Expiration Date 08/ 16/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 7QQ Scdes - NOA 160510,2,_8.pdf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate Quality Assurance Contract Expiration Date 10/ 04/2020 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 1S-0709.09.Ddf Created by Independent Third Party: Yes r . iII'7T s !#3fl•3:.: • :}Y IIiI•iII(Yk! r 11E* The State of Florida is an AA/EEO employer. :: Privacy Statement :: AcCes5ibility Statement :: Refund Statement https:// floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVidikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 2/3 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION It 805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T(786)315-2590 F(786)315-2599 www.miamidade.L,ov/economv 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 (AFIJ). This NOA shalt 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 shalt bear a permanent label with the mant.1facturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shalt 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.: 16-0510.2844A- Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I of 9 ROOFING COMPONENT APPROVAL Roofing Vouii|ahou Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BvAPPL8CANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x4" TAS |00(/\) Cmbumaod aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with u6.5" diameter opening. ModeU750 16"z20-5/16"x5" TAS\0O(&) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with aO.3" diameter opening. Mmdwl750-S 16"x20-5/16"x5" T/\S|0U(&) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with u 8.3" diameter opening. Mwdel750-DI 23"x27-1/4"x5" T/\9|00(/\) Embossed aluminum static louvered Louvered Roof Vent Min. thickness O.025" roof ventilation system with a8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x6" 7AS 100(&) Embossed aluminum static louvered Louvered Roof Vent Min. thiokoomo0.025" roof ventilation system with u9.75" diameter opening. MANUFACTURING 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering PRJConstruction Materials Technologies Test Identifier Test Name Date LUM- 013-02-01 TAS |00(A) 05/21/07 RRW/\- 001'02-01. T&S |OO(&) 07/28/15 NOA No':Y6-#51#28 Expiration Date: 08/16/ 1 Approval Date: 06/38V16 pu& e 2uy9 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 root). 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 '/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 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing 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 scams. 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 scams. 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 LimtTATIONS: 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 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A 4 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date. 08/16/21 Approval Date: 06/30/16 Page 5 of 9 DETAIL B 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/2 1, Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FA,;,rENER 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 I mI , a77mAPPROVED NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SER[Es LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 WMIAMMADECOU Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 iiIAM11,iaal MIAMI-DADE COUNTY a 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.t=ov/econorn 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 tiled 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 q. The submitted documentation was reviewed by Gaspar J Rodriguez. 4YA- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I of 9 ROOFING COMPONENT APPROVAL Cateaorv: Roofing 9cudkxkxn TRADE Test Product Product Dimensions Specification Description MwdeK730 12-3/16"x 17-3/4"x4" T&8 |O0(/\) Embossed aluminum static louvered Louvered Roof Vent Min. thickness U.025" roof ventilation system with ak5" diameter opening. Mmdml750 16"x20-5/16"x5" TAS |0U(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.O25" roof ventilation system with a8.]" diameter opening. Mwdel75N-B 6" x 20-5/16" x 5" T/\3 100(/\) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with u 8.3" diameter opening. ModaU75N+E 23"x27-1/4"x5" T/\8 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness O.U25" roof ventilation system with a8.3" diameter opening. MeduK770 10-5/8" x 22-3/8" xh" T/\S |00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thiukuoso0.025" roof ventilation system with o9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test A2ency Center for Applied Engineering PRlConstruction Materials Technologies Test Identifier Test Name Date MCKC' 98&99 TAS)00(/\) 03/16/95 L[)& 8-013-02'01 TAD |00(A) 05/21/07 R} lVVA-001'02-01 T&5 100(A) 07/20/15 NK} A No.:16-0510.20 Expiration Date: 00/16/ 1 Approval Date: 84B0/16 Page % 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 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 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing 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. Lornanco'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 6 1 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 WMtAMI DADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 750 SERIES LOUVERED RoOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL 750-S SERIEs LoUVERED ROOF VENT CM LL, , APPROVED] 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 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMMOIX M [AM [-DADE COUNTY PRODUCT CONTROL SECTION It 805 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) wwwaniarniclade.eov/econonty Lornanco, 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 pertnanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Cateeory: 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 100(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 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 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 TAS100(A) 03/16/95 PRt Construction Materials LOM-0 13-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall hcevenly centered. Center the vent hole between rafters and maximum|8"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 ucircle that is the same diameter as the vent throat opening, Starting utthe drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced outhe rear slope ofthe roof. Remove roofing nails from top row o[shingles uothe flashing ofthe roof vent will slide under shingles. Apply approved roof cement around the edge o[the hole. Carefully slide base nfvent under shingles with arrow pointing up ( non -louvered slant back facing the peak of roof). Make auro/be throat ofthe vent iocentered over vent hole. Fasten the base toroof decking with |W" aluminum annular ring shank nails. With the first nail )'/ 4"from roof louver end and uminimum of6"o.c.ot the front and backside of louver vent parallel to the ridge. And with the first nail 1 1/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NO/kNo:l6-0SlO.2Q Expiration Date: 00/16/ 21 Approval Date: 06/30/ 14 Page 3uK9 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 scams. 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 tine. 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 scams. 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 Y2" 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 6 1 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 WMIAMI-DADECOUN Expiration Date: 08/16/21 F_jJ2jj*Y5=1jTY Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A ri 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 DETAM B 750 SERIES LOUVERED ROOF VENT m. 4 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-5 SERIES LOUVERED RoOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 FL # FL158-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer CAST-CRETE USA, Inc. Address/Phone/Email PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cparrino@castcrete.com Authorized Signature Craig Parrino cparrino@castcrete.com Technical Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Quality Assurance Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Category Structural Components Subcategory Products Introduced as a Result of New Technology 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 ACI318 2014 TMS 402 2016 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 SuY 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 FL158 RIO C CAC NOA 17-0821.18,pdf Approved for use outside HVHZ: Yes FL158 RIO C CAC NOA 17-0821,19 r)df 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 EL158 RIO II NOA 17-0821,18.(& FL158 RIO II NOA 17-0821.19.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Priyacy Statement :: Accessibility Statement ;: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S„ please click here , Product Approval Accepts: fI RR Credit Card Safe MIA,MI'pAL;E MIAMI-DADE COUNTY 9 __ I I PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADIYUNISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315- 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE ( NOA) i"yw.mlaamidade.sov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 ScoPzl: This NOA is being issued tinder 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) 411,611 & 12" High Strength Precast ant] 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 Match 24, 2003, last revision dated Iune 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 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 # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and F-3 as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. MI I Ar3E GOUNiY (M / , NOA No. 17- 0821.18 Expiration Date: 09lI1/ 2018 Approval Date: 09/ 29/2017 4 j Z 8/2.I/7 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 1 of I, 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 #1 dated April 28, 2003 both drawings signed and seated 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 ASTMS 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, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140pages, prepared by Craig Parrino, P.E, signed and sealed by Craig Parrino, PE. D. MATERIAL CERTIFICATION: 1. Quality Systenz'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002, 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 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 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. t Xelmy A. Makar, P.E., M.S. Product Control Section Supervisor NCA 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. Draiving No. FD461Z 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 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 L None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPernfitfing, Environment, avdRegulatory-4ffairs, E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1, Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, R K, 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 Allianii-Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS 1. None. z, eljnnyy. Makar,P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date. 09/11/2018 Approval Date, 09/28/2017 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ff 14-0903.03 A. DRAWINGS 1. Drcaving No. FD4612, titled "Precast and .Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables". sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS I. None. C. CALCULATIONS 1. Calculations far 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 of Regulatory and Economic Resources (PER), E. MATERIAL CERTIFICATIONS 1, None. F. OTIIER 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 Mianii-Dade County Department of Regulatory 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, RK Horny 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 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 11' PAF AW !-UNT£! 1P" PRCC\R T• AF, f O(M)P 11-1 INTEi 8' PR An '"INTEL Soup tmn 3 6 C 7.YPF •A A1ya 4 l 7 3R•I b aim n AP AauefAu 1TU "A• S1LtlNIP9 sM>s C r rcoa> 371NRUP DttAAs ' SOLID LINTEL DATA TABLE i[P3za..iroca r Ir'aGYlh3X'71iLl 5cli 6" PRECAST U—LINTEL DATA TABLE Kmg DEII.t E i Zf 0 I rr nEuarr seac vc. a r©ter t atasru..Lsatavm.vl'P o FTY LS=SK1zF7AS'lMr1LSSiCPIIrr3 17m r si[SEISXE refaroo L'F.L.L.L2`'liL12STB IP3:7[fC',27rTfi[LlS L'[f'ia[vrFl. 3:tR1r9LQ391 ra [P er Lier r d M.M.2 E3iirriCiZ 7[FaGari7LL l7grAmmum c n rird arc r o iL 7®fll3.L::1 Ili¢firtrT,1•.1cx77C5itYnitr[l loy2mm iClr[F i . C7C Q] rtX„L'.:: iiDs iCC:i 12" PRECAST U—LINTEL DATA TABLE EY4iL[F1'ml9FT*tE II r1s[a atz r laiilbEllFJ irP©©, L':ZFtQS[F.L'.i.3G+GLJrr.1CJa II LYiI9 m rul[IIS.:3[?ff3raFY T'?4•illtJri[Llj lEII3[Ll-'=di3 vl=FAMirau>.rt rA av f.[[t:Erl AUI racs r r l na r:a:':n L.?trllf cat©it arLr.:T: Lr r,fi:•:tis rr3 c sEsaar:ru mc>,rnL,r:t»r lolrl>• IM2111MsaLm UZI r rnc LLru a rz r Er" iFY!'fl"DARWELFLtL'.iIFIC3i[iI.L•S:FF EICi II 63cm- Kim- Fi=" tt f TT 1s[r-'s['Ef fTr[a>r.e si ref(3 43 i Iti7tit t.uL1 1Ta[Irt rs]I:l'} r l rx r r.>lrtrs.....1naE5[v zc. vaA IYSi![1L•1/.S:IifCSL.• 11C.1AdtYl..:E iJL)Ft! rl nrc.srra cs..rLs ivrt.r3c s+lr TE y Extvnr1.>.rr:>•Erz1T..r',m rtea><7nc ficPn>• ea,vstccrrauraca>.D,lrr}} t*,,cyca5[,vcr ssmeessa,r7rsl rnE dII>t E:iifil:3:.Sim[l7:73 i O TYPE 'B" TYPE "A"_$T131 6" & 12" PRECAST LINTEL REINFORCING CAGE FABRICATION MODEL u carrxr.z%Ar em luau rux ad iiDS tADtMETN1Y OVioANATION TS PAOVIXO fOA PRODU6T APPROVAL IT Is PROTECTED 9Y COMMIll' LOW AND GAIRMT DE REPAODDMO ON DISITOPUTEO MTNOUI THE PAW IYAMOX CONSENT OAST-CPiTC USA. UK. 1. A WORDIP 21CM " MR A= ASTO) µ. P>, AND A REM C SER"OVE RTKNo1R1 S AM M OM UMELS " ROOD M onu so Asm AMR L NOM THE TOTK YODER W STONIUPS REVOWD ARE OWNRP STAAIM Z. OmWTE stassTAA I" PaaP Tal M ALL a wm "m fA ONdI FEW PMEND W RIE ATHTTPROIAD OAP4 1M EEwmz - No. W fKCATT IORAS "- 3ODP FRI I" A INCH UNIMR .10OWS " L TRW ENE Tn3Nfomm CAPE FoArAlm LOOK t"m w VIM SNAU. K = 1AWt ONE " 10 K MAN TOR! AIM R $Von rwm EACH ENo. W > M. 1P OW IWW Antl RADPPN [APL TOW PRODUCT RRV16L•D y, • • • Tls CI mplyin[ xilL The Plo'i o A P Pn 317 821.19 ,mmOyInU-410ti?PlPrida 0.4 ° ig "dips CodD*o Z?ol 1fPTCO No S T O~ `llPuaDDafo - q4PARRINO /! ram '•{ O•R 19.• C' W40579 r pd ca SEFFNER. FL 3M4 M fE aP PRECAST AND PRESTRESSED LINTEL DETAILS 3 5 _. - j fREN.11G: /85UBht aRiMN Rf: DNW _ u Sim DALE: 1/14/03 ONFC1fE0 RA CAW PA M, P.T. oAAATRA f045I2 GENERAL NOTES 1j 7kteddc Po 4' 8 6mbd . 3000 0 re r 12' yyrresooat W 6m V.A = 3W0 pd v ,pi/i vest! r if t.ulsq - 1900 pet SS0 >,dh rn'u'raum'nei rdwr' per ATR4 AB1s CrtAAh so mortar per ASiM C27o typo M or S 1) Al oak loot toWes based we mWmm 4 Wit aombd bean". fatieoUaY sae mods for 6n Mo. b whi2 6lomattoIOAtuedP07' Im Mom 1 1/2 Wm 3) Nodde fob mwiar bed aM head jolt% 4) the aanow in pweaD.ds ind+eola the Percwt MAKUan for grado 40 fold added tabor. 12M- s/ 4 1418092e6Oa-0 f81= pit Al 5.0ts mod ar escstd 36o Whitlion. f.tllifir5 meets rfv s td L/180 t7wlm CWodeaSSA fto ton042A u be FlorB at idadkg 6) SMm ilbd Sntole w Tegai-d, 7) 4' wN laww to ba indakd w/ 4 dm Woo bakoalal and r dimenaiot. variant 8) aFA/o sb8p/adwalww*mo1 of k most awopv s m iAf—kit"lorol 4009) ibedesignermaymloeiacauTotaledbadsfromON -06 food !abbe by dales 00%a" vm r"Um mwmeni wd shnr of d-mroy Goa the 1. 06 of 10) Rx - Rat Rated 11) Ulm r•1d added rebw to be locoled a U. bottom a U laid Oft. TYPE QrSIGNAMON r fursi I% cw// a-mu, eaow, u umi 12F16-2B/ 2T W,%»zm- j Law.,., rDV Mae KW N 12) r a 1Y UA Wb are m"odwed mlh 5-1/2' bag wkba .1 Un onto to asaamdala vertical col mWomkq avid g(VAN. 13) Tha eAwiw tu<foce el Keis installed le ante ter awmreto moaonry wdb dab tare a a'ooCm9 of da:so q*w in aaodaaoe wlh ASD,C-M or az app-4 ow6a9. th) e) be 04 mbino i+Ntt 90 dotm -R olan- Aaoed vw8mi load * 4pffied boded Aol boa S Lo Sao v." mod Soto hc&"W load 15) Fa caopoato twit bd96h aoi shom sue sofa bad kom and loser begM abwn. 16) For lniet lsa not *ww,, 'aso We mod Gan need tonal (eagth 9"m 17) Sofa oods are sopainryosed olosabia foods. 18) Sofa ! Dods based oh robot design amdyde per lAM WO and ACJ 316, t8) roWw. d logd m 'k ( be RC")) bablhaeatai. San alby ]. &g wffw i SEE SAFE LATERN. L649 TABLES FOR LOAD RkW 4' FOREACHANALFENifORULLCD CllD { R{2It) JnE 1/ 2' i R TYP $ " i ' 1) 6 REEAR FOR 6' LNUS t ,.` 2 REW FOR 12' UNTELS cR40 or sRso PROD=la- vss8a 6U8 to omplyimg with the Flasidt 81s)die8 Cak arxe Nn F asDNeµ j1 21%8 D d• . rtsai k up W jxxmforaK wo 1) xmwu Tart P ums am c • r.,'.-,,., ^ river lU OWPU reo' raw S LLHBS 1 5 r ACTUAL — W NWINAL VIMTH 6F28 6F24 SAFE LOADS FOR 4" SOLID LINTELS 40s1-4 — 74 GRAVITY TYPE LENGTH 4S8 S-6' ( 42`) PRECAST 1180 4'-0" ( 481 PRECAST 959 4'-6' ( 541 PRECAST 789 5'-10% 70' PRECAST 4.60 6'-6' ( 781 PRECAST 360 7'-6" ( 901 PRECAST 260 9'-e ( 112') PRECAST 156 10'-S" ( 126 PRECAST 116 6F16 S wi- r r 6F20 Cpsr- aa n UPLIFT LATERAL TYPE LENGTH 4S8 4S8 N-6' ( 421 PRECAST 687 371 4'-0' ( 481 PRECAST 597 320 V-6" ( 541 PRECAST 529 258 5'-10' ( 7CO PRECAST 407 148 6'-6' ( 78") PRECAST 366 i 18 7'-6" ( 901 PRECAST 280 87 9'-4' ( 1121 PRECAST 187 E43 10'-6' (1261 PRECAST 152 12U8 12F8 12F12 12F16 ut 0 - - ..' — 12F28 S7 T l, CfjA1GPAR( i1N0 6324 CR 579 Ti phi~ ER, 1. dsee:..slso _ 7mE-CAST— CRETE 4", 6" & 12" FRE RW. DBSU/5-14 Wi4F21 BTt J%M A9 MD DA1Er 3/ 24/03 CR[e2{E0 By.. P4tAM• pw*. a 12F24 12F20 PRO UCTMISM) w oomplddagwkh rho NJarkb l4ttlld>nti tLAa AtoNO 0/ 1r:8j LINTEL SAFELOAD TABLES1 SAFE SAFE GRAVITY LOADS FOR 6" PRECAST U•LINTELS FR NPREGT ART H.LLINTTELS SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4C 1mm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6U8 6F8-186F12-1861`16-10V20-156F24-18 186F32-18 3'-6" (421 PRECAST 2332 2675 3892 50M 6148 7227 8297 9357 4'-0" (481 PRECAST 2025 2313 3892 5050 6148 7227 8W. 9357 4'-6' (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'-10'{70 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (78") PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-6" (90-) PRECAST 779 883 1459 2188 3151 4524 6654 9357f 9'-4' (1121 PRECAST 584 660 10M 1523 2084 2785 3731 5017 10'-6"(1261 PRECAST 503 566 895 1270 1706 2236 2898 3747 1l'-e (136') PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(144") PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-4"{160) PRECAST 373 417 646 895 1170 1485 1852 2285 14'-0"(188') PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4'(208') PRECAST N.R. 299 455 620 794 985 1198 1 1437 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO, 4 SEE GENERAL NOTES - SHEET 1 OF 3 4m" fir*"m SAI E LOAD PLF LENGTH TYPE 6U8 6F13 RCM(l 3'-8' (42' PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-6" (541 PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 198 6'-6" (781 PRECAST 263 496 157 7'-6' (901 PRECAST 222 367 115 9'-4" (lin PRECAST 173 352 74 10'-6"(128' PRECAST 151 276 58 11'-4' (1361 PRECAST 139F277 49 12'-C' (1441 PRECAST 131 44 13'-4-(160') PRECAST 117 35 14'-C" (1681 PRECAST 111 32 17'-4' (208') PRESTRESSED N.R. 21 SEE GENERAL NOTE 18 4 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6F8-1T 6F12-IT BF26-IT QF20-1T 6F24-IT W26-IT 6F32-IT Y-6' (42°) PRECAST 1412 2074 2715 3351 3997 46M 5279 4'-0' (481 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1083 1592 2084 2577 3089 3562 4055 5'-10'(70') PRECAST 831 1222 1600 1979 2357 2736 3114 6'-V (78") PRECAST 723 1097 143714 1777 2117 2457 2797 7'-6" (90' PRECAST 648 86304 12490 1544 M 1840 to 2135 M 2431 9'-4' (1121 PRECAST 575 571 ) 980 1252 1492 1732 1972 10'-6"(1261 PRECAST 514 462 787 112l 1336 1551 1786 I I'-4" (136') PRECAST 474 404 a 885 j 985 119 1213 m 1442 1645 12'-0'(1441 PRECAST 454 3670.) 619 863 1093w. 1299 1506 cm 13'-4"(160') PRECAST 402 308 Oil 515 736 906 > 1076tv, 1247 14'-0"(1681 PRECAST 358 285flu 476 877 832 989 1145 17'-4"(208 PRECAST 253 208 338 476 585 593 1103 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 PROmjcrREV23q) Plying wilt, LIM Plovlda Hwlding C.& Auaphu,ct No O 2 J, )g QL1oa Date I~ hT.rmi 1) oduU Co of Kolluermylscn 8uA t0.}Awod' 1f'p Flaidu R 10: '+ CRAIG PARRINO y jZ/8 OR t/ti °4' $EF6324.RL733584 M 3ua'c 4 F+uult•• FL, REA)GN0.44756 m-CAST--CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FILE NAME: 91%0-14 1 BRAWN of, mHAN amuo I sum R115. SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4 11"m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1210 12FO-28 IV12-26 12F16- 12f20-28 121T4-28 trA-29 12FSY-2e 3'-8' (42") PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-O' (481 PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6" (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10-(70') PRECAST 1612 2320 3218 5234 8487 11060 12755 1443q, 6'-6' (78' PRECAST 13M 1986 2879 4195 6421 10032 12755 14438, 7'-6- (901 PRECAST 1138 1628 2131 3218 4676 6755 9763 1352§ 0839'-4" (1121 PRECAST 795 1216 1535 22M 3 4167 5593 7552t 10'-6'(12e) PRECAST 614 1043 1295 1853 2516 3323 4334 5532 11'-4'(136') PRECAST 518 945 1162 1649 2216 2$93 3719 474 12'-0'(1441 PRECAST 456 878 1073 1513 20M 2617 3333 4206 13'-4%160") PRECAST 359 767 926 1294 1709 2188 2743 3409 14'-0'(168') PRECAST 321 7201 65 1204 1584 2017 2451 3106 17'-4'(2081 PRECAST N.R. 4514 631t" MlA 1141 1428n, 17501 2102 19'-4'(2321 PRECAST N.R. 3434, 471 700 925 1152 Q80,J 1609 U) IRE N1AMS W PAWNIMEM Alt PHXW REDUf nM FOR MAU 40 FM AM NEW SEE G£HEPN. NOSE W. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl 2" RECESS DOOR U-LINTELS 4"T-4— SAFE LOAD » POUNDS PER LINEAR FOOT TYPE LENGTH t2886 12W6-2812RFi0• 121614- 12NF18- 12M- 026 12WO 4'-4- (821 PRECAST 25M 2942 5468 7584 9640 1160 13679 15679 4'-6" (54') PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 5'-8' (6n PRECAST 1347 1841 3555 6395 9640 116H 13679 156792 6-10'(701 PRECAST 1259 1758 3361 5954 9358 11M 13679 1567 5'-8' (80-) PRECAST 924 1430 2633 4416 W84 10 1257,141489Q Is 7'-6' (90') PRECAST 703 1203 2157 3494 5259 7922 9623 1132% 9'-8" (I W) PRECAST 389 843 t4516 2157 31 44270J 5417, 6380 9) TK NUMERS 1N PARMHEAS ARE PUCK REDUCTOIS FOR GM 40 Fal) AOOFO REM SEE GEtSJML WE NO. 4 . SAFE LATERAL LOADS cna 49" ocFresT Ili ter a C 4mn SAFE LOAD PLF LENGTH TYPE 12US 12FO RCMU V-6' (421 PRECAST 1295 4841 393 { 4'-0' (481 PRECAST 1295 4841 2991. 4'-6" (541 PRECAST 1049 3922 2417 5'-10'(701 PRECAST 681 2547 155 6'-6' (781 PRECAST 579 2167 123 7'-8' (9in PRECAST 474 1771 914, 9'-4' (1121 PRECAST 355 1326 58 10'-6"(126') PRECAST 306 1143 454M 1l'-e(I3e) PRECAST 278 1041 38 12'-O'(1441 PRECAST 260 971 345, 13'-4-(1601 PRECAST 229 857 278 14'-O"(1681 PRECAST 216 809 251 17'-4"(20n PRESTRESSED N.R. 533 16 19'-4"(2321 PRESTRESSED N.R. 534 130 aEr pL;TCIVL I"UIL 10 SAFE; LATERAL LOADS FOR 49- Pr?W.A.l'T ud O" T2rr.MQ nnntt to ImTFi R C SAFE LOAD PLF LETIC3TH TYPE 12RU612RF6 RCMU. 4'-e (5-1 PRECAST 1295 3692 2581 4'-6-. (54' PRECAST 1213 3458 2417 5'-8' (681 PRECAST 784 2236 1650 5'-10'(701 PRECAST 747 2129 155 6'-6' (801 PRECAST 602 1716 117 7'-V (901 PRECAST 504 1438 914;0 9'-8" (1161 PRECAST 355 1011i TAPi SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4Afn SAFE LOAD -POUNDS PER LINEAR FOOT '- LENGTH TYPE 12M-21 12F12-2T 12FI6-2T 12'20-2T 12F24-IT 2112F32-2TY 3'-$' (42') PRECAST 2752 4287 5613 6938 8264 9589 10915 4'-0' (481 PRECAST 2.W 3721 4872 023 7174 8325 9477 s 4'-e (54") PRECAST 2113 3291 4310 5328 5347 7365 8384 V-10'(70 PRECAST 1623 2527 3310 4092 4875 5658 6441 ` 6'-e (Mo PRECAST 1444 2269 2972 to 3675 4378 5D81 5784 E 7'-e (90") PRECAST 1257p 1767 2563,, 3IN 3806 4417 5028 9'-4' (112') PRECAST 1028 IN 1171 2006 2590 308714 3563 4079 10'-8"(126 PRECAST 920 117 to 1612 2281 2764 12DI 3853 IV-4-(1361 PRECAST 91 829 1404 1982 2441 29D2,3384 12'--e(144lPRECAST 814p 753,1 1269p 1788 2201 2116 3032 IY--4"(160')PRECAST 6781 633, ID57t 1485 1826W 2169 2513 14'-0'(16n PRECAST 622 586 974 1365 1679 1993 2309 17'-4'(2081 PRECAST 434 427 695 964 1182 1402 1623 19'-4'(2321 PRECAST 366 370,4 693 817 1002 1187, 1372 1) IK NMER6 1N PMMWStS ARE PEPCEW R61%)CRONS FOR WLWE 40 IM MAEO FDAR. SEE GENERAL NOTE )O. 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 4 tINO'r SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 120-21 12HV UM14-2 12WI8-2 12AF22- .12RT26-21128F30- 4'-e (52') PRECAST 1626 2685 3746 4806 5867 6928 7989 4'-e (541 PRECAST 15M 2582 3602 4623 5643 6664 7684 681 PRECAST 1210 2042 2850 36M 4466 5273 6081 5'-10'(701 PRECAST 1173 1964,01 2769 3553 4338 5123 5908 C-8" (801 PRECAST 10204 1538 2426 3114 3802 4489 5177 7'-V (901 PRECAST 904 122fi 2163t 2776 3390 4003 4617 9 8" (1161 PRECAST 703 P 771 f{72 2181 2663 3145 3628P SEE (iftiERFd. NOTE 38 NU1MRS 7N PMME51S ARE PER w RWI# nm MR P$ a CJ: ' • • E N,p 40 NEW AM REM SEF 0M6k FAZE 80, 4 ODUL'1'REV[SF,D akmo pbv 447 iAAonUCTRF,VasGS 94 4+itarion f'- 8/,lF1S4nBiriNsNxvloridaAcrePneoI+lo o '7< • { ' d{ag t'.aao Auro,L.7'T248 T $ Aeroyiowo Ab o 031P.+Inttloo Dais 8vit t o wi 8 °" • R% .. . 0 OPPAAFM 418 SEE GENERAL NOTES MEMBER OF , -CAST-CRETE 4", 6" & 12" L1N7EL SAFE LOAD TABLES 0 7 4 cam—_— s. F1EE WNC 085U47^14 ORti0 OP. ANMWGUO SCALE NT.% 4` wawa OATE: 3fU/03 CNECKCO 9Yt C4W0 PARlWiO, P.E, - RER N0. 44TS4 0RA96N6: N0, LIIStl SK[F7 3 W 3 MIAMMA.DE MIA[VII-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, F[orida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mianiidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24.567 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 -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 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 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, 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-Dadc 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.I5 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 Ilelmy A. Makar, P.E., M.S. NOA No. 17-0821.19 1 AMrt ADt»COutJT1` k_, f / Expiration Date: 05/21/2022 bq /moo / Approval Date: 09/28/2017 f` Page i 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, revisionO dated IJ108196, sheet I of], and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P. E., dated 06107197, revision 44 dated 041281.98, sheet I of .I, both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural 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. 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. z 'Calculations for Cast -Crete 8-inch Lintels, dated 11111196, 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 dated April 1996for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certf ed Inspection Report #2 0-82 75 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certfied Inspection Report #20-8345 dated 11113195for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report 92111-078240 dated 04125196for 43 rebar by Amerlsteel. 5. Mill Certified Inspection Report #84-M19614 dated 02129196for 45 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A66332 dated 01128196for #4 rebar by Birmingham Steel Corp, 7. Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03106196for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196for #4 rebar by Birmingham Steel Corp, 10. Mill Certified Inspection Report #84-A,120652 dated 04103196for #5 rebar by Birmingham Steel Corp. my A. Product Control Section Supervisor KOA No. 17-0821.19 Expiration Date-, 05/2112022 Approval Date: 09/2812017 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS L 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 #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables", sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 45 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 ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hannon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1. I 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 far Cast -Crete .Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for 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 #06-0222.0I A. DRAWINGS L 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. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -bade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # II-012I.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 L 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. 1 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 P-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, R E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012, M. 61110*11 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, 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., cert6ing 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 of 3, prepared by Craig Parrino, RE., 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 Craig Parrino, RE D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic 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. elmy A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No, 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/78/2017 E-4 Cast -Crete TJSA,Tnc. 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 of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION L None. F. OTHER 1. .Letter from Cast -Crete US.4, .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 L Verification Test report on flexural testing on Precast Concrete Lintels Filled 1116dels, 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 I. None. CffeImy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-082119 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 of Regulatory and Economic Resources (PER). 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, 2017Edition. 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 A'`"' HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS P201>UCT RFYISU'D . PR lJC2•RuTffi}VP.D Rs comnlvina „•Itil Ua: flori 3:7 a EP41PI7Ilig,dl4tkc P7wI 7/S2 RRdUPS BASTITYPE ° A" STIRRUPS R TYPE "8" STIRRUPS `E M 7/ 32"P BAR LINTELS, STIRRUPS8° LIMMU 6 1 -" 8" 11NTLLS STIRSTIR U P DETA_ILS STIEW PPUAILS PRESTRESSED YO ONE Wf1 7 4AgtRO Mo. , 14 0 134 34Z 7 3R 1 -3 7 14 -6 0 3 - 9 3- 0.140 b07 32 1 - 7 32 HAM I - 4 O - 0 Ir- 4 0,736 039 7 lUR 1 -4 2 MAR 17-2 4 0 -e R 19 0.176 3 7 7 32 O 0- 40 '-2' 9 21'- 4" 0.194 T87 7 32 BAR 1s 7/32 UR 21'-Y' b D 3'••0 3/1° 10 2Y-all 0,200 all 18 7/32 0,U1 2I'-10' 3 O r-10 3/0' 10 14'-0 U.219 003 7 f8 -8 7/32 HAR 23'-1D„ H 9 Y-8 i/0" 10 8" PRECAST W1 2" RECESS DOORS LINTEL DATA TABLE t . i tall fib MMAt.A Q ' Ivn cle rar,nrluar rr_sr a;it¢Irx r rs..uunr:*Ir rT Irra t iIf1C7i[1: 17® E rises rrr e rC L r rsrvn% E1ffY E.SIi IIEIyf 1is13.1711 Y1'!l'+%Eti 9::1©Gi11 OF 0K nft le Rdlwq M IRA' 05 rAR "" Mx»umAR y ra tttrcn REWPo G GaGc F orATION MOI) }iw M,uwoat017 m' u y,yy tt7C .l•sRaerE 7rtK,y R AME RidA • 72z• 7. 15 n r „ • WO "R.. ED LWEL REtticGRMG CAGE, FABR,r.MON MODU . PRECAST U IMTE-L QATA TABLE th'iS. 3!)Ii lliF;Nltlii(i Pyl,sll f• 3G.Sii[ R Eii'[FZIiLT3[Y'FiiFI F]L'3/'FiE3Q E'[! L3!!fL'i P?.:t3EJQ7iFll 3,SilY'li4E/,! rTa><x* n lav r llva Kum i ae rant inm ac Rt suww flll" 012W7.' i'AEM rram; iF3Rii[L7rFGi 1>flGilifbill lQlC>i63C]Erm i7S[9SE r lFII:7 i1"rY3:.3[dt171f I ME PROPRIETAMY MOGWTl0N 19 PWn= f0R PROWO7 APPMOYAL. [E 1S PROJECTED NY COPMW LAWS ANC CA)= HE REPMOOUOEM OR OMTMOMP YIRHON7 T11E PRIOR I MMM COHSEMT OF OM--OREAE 43A, IRO, 7M 1. AEOt UM0 SIM 7/32 07R A97N ASSO7 A 1'6 9, W70 ME WM -- yr a,'— AR0 RCOAA a9ADt w AR1N AR,h. 7/,l R{C11 MEOEMP P3 CONR7E0 SIARMRO MON EW AS oEWoat27WWSOW-RGAAATOH P aE9sMw Mil OF IRE 90011=30 OAOE; FOR E MM SR7AW )SIN MIL N0, Of spowPS a 4, Wo 7HE MOHPUMM PARE NOPEL IIROIR 2 SHMWS Z OOjiC)R:iE RIR100m Pa . 6600 PA I0S 3• fANi EA01 M pR[91RgE04bM0a{ , a . 4Rw Pal tOY ALL mom R MM NE7ttS, 4 26 POOMOR r POUPR MEME IHER9 PEA 31 WMAL MSLRTSa to= O70 x IpY CRTO, OF OORMAE NA7 OE =9 R, LIw OF PREsldE' tsf0 LIRIEL M ECRORIa OAOE L S7MR` PRIO 57f1{NOIp, pRESIRE so 70 RE7 S, VETlRO ANR RANE,HO. POEGEA ENS"•, '+, rRo ticrucYl s7 L' A OWWing 04aOh0bF3wki/ Rxgkrt¢oHaloo3,LZ 7¢> Ua1 DliE a ( Za76 s MG 4 pyFL 3M. N;,' 6324Cii579 i6iAmi otLamca FLRE.UC NO.447556 CAST—CRETE 8" LINTEL FABRICATION DETAILS Haw-il OEM Rh eM PARI>XO. Pt ' RED. U 4" 1 SM 10119 coati _ d4APF GRAVITY LOADS FOR 8" PRECAST$ PRESTRESSF-D U-UMTELS aitlx e' SAFE LOAD - POUNDS PER' NEAR FOOT TYPE: LEiNGIi Wa 8F8-98 i48 tb 8fl2-08 8ii2-fB 3itb-W SETS SB 8F20-A8 8F21M18 8f21-P8 8FY4-4B BPLB i HFffi-B 8f32-OB 8f32-11 3'-6' (421 PRECAST 2231 3m 3719 15193 t1807 Bair 9802 10951 3W 1 4W 610 7517 U74 10394 118N IV-0- (481 PRECAST 796E s 275f 30 4W 39et 7434 8107 2aA3 4a45 St13 7547 6974 0394 1)809 4'-6° (541 PRECAST 1599 I9a9 2110 2931 3753 457E 54M 4224 2359 4375 pia 7547 072 I0794 ItM 5-4' 764"' PRECASTil S217 I349 143E 1929 2560 3123 3m 4240 I963 3090 SM 7547 V43 1BI27 v ^ i G" (74'J PRECAST 1 I f03 073 S31 2=M 2549 J= 3470 f451 B22 43a0 7' 7181 SMCA li-6" (781 PRECAST 908 2177 34>Rf 303) 3797 4383 509) t 2177 341W i381 1 I BRS 7-e' (9Dj PRECAST 7 1721 2532 2= 289E 3t91 39R5 29 20at 389E SEER 8467 5412 9'-4" (1}2') PRECAST 4r7bQ2 I82S 2W 348E 241E 3w2 1245 160 2564 348a 47 839010' 6"(12bj PRECAST 47S M 1247 200 2777 2103 267E 1052 1533 2093 2781 Jb4 4754IY-4"{136 PRECAST 3$2 im 1844 2423 3127 4009 45 138E 184E 20 3123 403 i2'-e(144'} PRECAST 357 1 5 M 1254 tb84 2193 2m 35srt 13' 4' (1 i 'j PRECAST 296 471 7S5 1076 142E 18w 2315 M 471 7S5 IM 1425 1838 115 28&7 14'-0'(1 PRECAST 279 424 783 to03 1325 15 1 2127 taw 442 lob fO02 1326 1697 21V 2530 14'-8' (176"} PRESTRESSED N.It f Na 1 9r HR 4387Ta3 7370 ISM 2245 2517 2712 5'-4"(184") PRESIRESsk'+ M N8 tot Ng d4 1A 12M 17J3 2m 2320 25t3 t7'-4'(2081 PRESTRESSED N8, RR NR w NB tS 4150 1328 1o03 1849 20r7 t 9 -4' (232'} PRESTRESSED N A. NRU410 RR eat tat NR 1713 HR NR eR MR W I 598 845 1114 13" 1468 22'-U'(284-) PRES WMED NJL IAA NR NR 8t NR RR 185 346 550 744S1 1017 1285 1399 24'--O'(288 } P(ESTRESSED NR. i29 4 NA w1292w450954884t212zaSAFE LATEW LOADS FOR 8" Pii6OAST a PRESTRE8$6D U4SMS i/ Vim. i"' SAFE LOAD PLF LE3IGTH TYPE SUB F$ RCIAU 3'- 6" (421- PRECAST 1025 1024 1598 4'- 0" (481 PRECAST 765 763 1309 4!- 6- (541 PRECAST 592 591 1073 5'- 4" (01 PRECAST 411 411 745 51- io"(701 PRECAST 340 ( 339 616 6'- ti (781 PRECAST 507 721 490 7- 6" (O j PRECAST 424 534 363 9'- 4' (1121 PRECAST 326 • 512 230 10'- 6" (126'-) PRECAST 284 401 18O 11'- 4" (1361 PRECAST 26C 452 154 12'- 0"(144'jPRECAST 2,41 402 137 13'- 4" (160'} PRECAST 217 324 10 14' fl"(]68") PR£GAST 206 293 100 14'- 6'(1701PRESIREiSD3 ILR. 284 91 15'- 4"(184") PRESTRESSED N.R. 259 83 77 - 4" (208) PRESTRESSED N.R. 194 64 j 19'-4'(232') PRESTRESSED N.R, 148 52 21'- 4'(256') PRESTRESSU N.R. 125 42 22'- 0'(2641FRESlRESSSED N.R.1116 40 24'- 0' (210) PRESTRESSED N,R 91 33 i SAFE UPLIFT LOADS FOR 6" PRECAST $ PRESTRESSED U-LTNTEL3 4 ^ VW ISAFE LOAD - POUNDS PER UNE6AR FOOT LENGTH l` - s- r (42) PitE'W 4'- 0" (481 PRECAST C- 67 (541 PRECAST 5'- 4' (114') PRECAST 5'- 10'(701 PRECAST 6'- 8" (78'} PRECAST 7- 6" (9O'j PRECAST 9'- 4' (lin PRECAST 10'- 6"(1261 PRECAST 11'- 4"{i31i } PRECA5r i2'- 0"(144' PRECAST 1S- 4"(1601 PRECAST 14'- T (168'j PRECAST 14'-- 8' (176' PRESiREM 16- 4'(1841 PRESTRESSED 17' 4' (208'j PR STRESSED 19'- 4'{232) PRESTRESSED 21'- 4'(256'} PRESTRESSED 22'- 0° (2641 PRESTRESSED 24'- 0' (288") PRESTRESSED 1) TW NLWEJERS iN PARENIHESTS ARE PMCW REDLICnONS FOR GRADE 40 att WUML cult W. 10 4At J71tt1 0 Ur 3. td7 + FIELD ADDED REDAR. SEE GENERAL NOTE NA 4 ON SHEET 3 OF 3. moDur-' TkEtII9w-W CO aRSNa PRODllGTREVISED0.004 3I.S wild W Fiai C Ao FIo>idB w — plying +vfth the Fiorid5 A— vlgGxb Ace - O 2 q 8" ildang CaY. pAaecpta+ xt A7u O%Z'7•/ 1ca'pt°+toc ko QJ,( a t S3' 7+4at hlt" snf 0lf WRAI NnTFS - SHFET 3 OF 3 b4imui Cnnva2 07 WE ®_ o. y4w pjRE34T11ES1S ARE PERCENT REDUC Im FOR GRADE 40 GENERAL NOTE NO, 4 ON SHEET 3 OF 3. EN' 4 1' R<eDULTRNi7b'$D f' E 1.' .CHAEGPAMM !L lllTER, 1a A. 33684 FLP. E LIC.NO,44758 AtAbs4?' 1144t4 F- CRETE 8" LiNTEL FABRICATION DETAILS 4 OlntA 8It zw 7,LE9N, ?.E. - I= K 41754 I saw 80r t9 =x CAECXE9 n OM FANA U. - RED, R9. 4" 1 19itA W R. M SAM 2 9 4 SAFE GRAVITY LOADS FOR B^ PRE-CASTwi 2" RECESS DOOR U-LINTELS SAFE LOAD - POUNDS MR UNEARFOOT TYPE LENGTH e>ua a1 ass cif 1 6 16 tao c oa a AW14-fa WiTi MU-49 W130-18 4'-4- {521 PRECAS2 1635 1749 3355 3260 4349 5421 5403 7667 1891 T 3899 5296 6639 80im 9479 19693 4'-0° 54 PRECAST 1494 1506 3063 299a 3986 4s 5924 6904 1756 3699 W 6639 8950 9479 t0893 5'-8" (88"j PRECAST 8 m1779 1716 2277 25S 3402 3966 1167 2481 4667 6369 80ft 7917tw, 9311 5 -i0°{70 } PRECAST 810 m 1113 1653 2342 1800 4242 2124 2649 3174 7402 3700 87116 SOJ") PREGiSi' 797 901 18a5 3120 5046 7747 9448 7J69 9M 1825 3120 5W6 7-415 9479 146 T-5' (901 PRECASt' 669 755 755 1490 149D 2469 2459 3776 3VS 3743 5743 7z35 5613 i 8" (ii6 PRECAST 411 4 8 1566 2253 3129 4091 3146 526 999 1586 2253 3128 4)59 Sul SAFE WEIM LOADS FOR A' VWlla&RTw12" i2Ff.FRS tlnnR Ird WTF1 A SAFELOAD PLF LENGTH '--TYPE 8RU6 8RF6 RCMU 4 -4' {52') PRECAST 7558 757 1164 4'-8' (541 PRECAST 694 693 1073 51-V (881 PRECAST 408 407 655 5'-i0-(701 PRECAST 382 381 616 6'-81 (8DI PRECAST 1 595 788 464 i-6. (901 PRECAST 509 fi74 30 9' $- (10% PRECAST 370 490 21.4 gj THE NUMMRS W PARENTHESIS ARE PERCENT REOUCTIMS FOR GRADE 40 • SEE GENOK NOTE 18 iTETA ADDED REBAR. SEE GENERAL NOTE NO. 4 GEREyet_ NezE 12) . 6-In bo 1>" ..d, b amndnl. 1) u.ladowr. 11•.,1 rat- 4WD 9d r. 4 W - 9606 ed ,eWme6q as 9<av0as. peeA "W pd r •a - 3W0 pd Aytbarxs. 16 tR6 gq9 1^ a"e, 13) rM aw - d Id b mated la . ae ¢Mq ou aamD nm, o wWN I o— s w in xceco o ro 6-Imb ar e0ur ¢p= eo r-9• YVa m mrt alma I9fl0•s+S80 laD.f A60t A6t6 adt 66 i4} 14dr6 boded siemXmrnd) gyp$ vst7kot m .?' ml boGnw.ai-{Idaoj 119 1L40Ir'h99er ptta aa3•} A416 z)e mo abaoPa. ASiFI cz u s kob .baiU b ahwl.d M u f4Sauax AppYxd lead >sas' w « oakl bcd kdtld loot S IA 2) A'tl wt. la.d td4n br>sm aAi a 3vrew 4 bsA Leorb9 416) Sole w6ed m tuaRYam sd. dW. TI iaiso9y b taxi tadi o'hm-a ru eau -,Ix Odd bdph not am .. m -S )w I'm -A bw R Ibmm 14N fat ama Ie,4ft 00 A-;m i ale love 6.m ma I.9.A bqQ 0- 3) P lk tuff .dot Bab aad Mad 1aa. 17) Ste %.b a..upsrluywd dl..w Wds 41 11e nxnbe+ b porea0kria 1.$tatm The p ni mba8m fw 9.. da 40 Rat adaea .eAm: 10' W. node based m 1atk drslp. awlpa w AA 530 -,A AO Al Wm: r: I/l veaW42 1 64'i °'- 1,Wi 6472 a6 19) AOMa 1-1 1i kAd 5m 6) m 9dW 0.4 . 0 4A.%p 11'-4' sad 1 t.ab e , Rwf00} a e' J1 6 PRODUCT -- WW t1, v 1. 6xaab 1. eo tow lb. FWA. 6. 1p;r'-e„i%zinfl We SW.0 I66A3.1 .a 6) 51mr. t8ed tbbta w aqu6a9. .-.11. t -022 75 Snn1,' 1•dn m=1599Pa m r M .At4WAA ttt ts. /5 reb.M q, . 81 a d d A 7' ,msl saaNr > t1a rasta'mclmdIIY n SEE WE LWAk LOAD aCzxmo314BLMFORLIWIvam91 T. 4.4w mq ., rroe«d at.d 6.6 hom tu W. koa 100 b1TOR oW ;" w" mm of oM of d-..w Its. the F> uY1 R£BIOR 3'r1A?) bwdPWLP1A1. WURsE POI 10) BA - Nel Ida i OI W wlem 60 odd "ov R 4e bided d A. boBmn m fie kw -ru1' 1/2- CLR iYP 2) 15 RE@u1 BvWl r - 0140 . 9R60 '44°5 SAFE UPLIFT LOADS FOR B" PRECAST wl 2"RECESS DOOR U-LINTELS IcyA cm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6R£ 8-1r 9-s 6ss4 I r6 1 1161:F1a a-rT, eW- 2r 6 4-2 WM 61ff22 et M- 21 4'- 4'.PRECAST W16 2362 3751 4445 6140 i 668 2362 3056 3751 4445 5140 4'- B" ( ! PRiCAST 807 1604 22n 2939 307 4275 4943 667 1604 227a 29M 3607 4276 4943 5'- 6" (68") PRECASTm1299 1797 2326 211M 33K 3911 675 1269 1797 2326 2654 3382 Nit PROCAST 655 ima m6A 22wo 2773 t4 3286 rA 2799 S55 12M 1746 1 2259 2771 3266 2799 6'- 8. {80l PR£ASi 70 929 1 1969 z424 2= 3336 570 10m9 15M 19W 2429 2819 M T- 8 (90) PRECAST W 742 1364 ' 1765 2166 25.7 2968 5% 898 1364 1765 2166 2667 2688 9'- 6- (1161 PRECAST m 468 664 i222 1549 1 9 2180 3% 00 1072 1366 Mn 2018 III e : OS'7G THE NUMBERS IN PARDFdESS ARE PERCENT REWC110NS FOR GRADE 40 MU ADDED REBAR. SEE GENERAL NOTE NO, 4 TYPE DESIGNATION SF12 e.it F - mm All VIM / U - IMflll.0 0t44N1RT ! 1f 3 Rfd49 /T F 90•Rl: OF Mllt CA41Y 8F16- 1 B/1 T L' cwwmr RS jLwx ROM Rum ti 7W 1.; WTHJ 1- 11T C" 3 Alita AT 9JT}I 0r 1H0E1 GV61Y 4iit, PROM u7 8DI7 A oC8unrid0d widing C. 6Aye ND ' Q$ Li PAtaf711CTkAY13i 2 & Z2 m 4d z ;riW 14o ManilaCRWPAFJW 8324CR579 1:0` SEFF_ NEii FL 93584 tlm; IECe. u'TlaToi IRYt7(1.' iDY T ta FY'`Yi`IR.Iii[ lGSa3oi iY(aT.:Y4T 'r y i Si c ar>&i a4c3rr, ir ztr `.,• I\ fiiitSTiT:717$ --Is" It, t4a[Ho1.4> t:Lt:11 1{:tb1.' IciYYiG r. MIAMI,DAD MZAMz-BADE couNTx PRODUC'I'_CQNTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 S26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T ( 786) 315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE (NOA) wnvw.miamidade.eay/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) 411,611 & 12" Mgh 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 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 # 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 Ilelmy A. Makar, P.E., M.S. NOA No. 17-0821.18 Mt 1 4 COUNTY ] Expiration Date: 09/11/2018 Approval Bate: 09/28/2017 p / 2 81T617 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 403-0605.04 A. DRAWINGS Z. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`, sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drmiling 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 #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, F.E. B. TESTS X. 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. Hannon, P.E. C. CA.LCULATIONS 7. Calculations far 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, AR D. MATERIAL CERTIFICATION: I. Quality System Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 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 of 3, prepared by Craig Parrino, P. E., dated 1Ularch 24, 2003, last revision dated March 11, 2008, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miarni-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, Y.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 H 12-0209.12 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 JVo. LT4612, titled "Cast -Crete 4 "P 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P. K, dated March 24, 2003, last revision dated Allarch 11, 2008, all signed and sealed by Craig Parrino, P. E, on March 22, 2012, B. TESTS 1, None. C. CALCULATIONS 1. None. A QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory-4ffairT. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter froth 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 # t3-0321.07 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 Resources (RM. E. MATERIAL CERTIFICATIONS 1. None. 4 elmyy A. Makar, pX, M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 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 Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No, LT4612, titled "Cast -Crete 4 ", 6 " & 12 " Lintel Safe Load Tables". sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P. K, on 08119114, B. TESTS 1, None, C. CALCULATIONS 1. Calculationsfor 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 Mianfi-Dade County Departn?ent of Regulatory 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, RE., 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 Departnient of Regulatory andEcononfic Resources (RM. E. MATERIAL CERTIFICATIONS 1, None. F. OTHER 1. Compliance Letter with the Morida Building Code, 2017,Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. kll lmy 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 1 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS Tl'PE "e" TYPE "A"_sTIRF 4" 5" "C" P 1NG A" BOTTOM STEEL I,JQTU_ 12 'RECAST LINTEL REINFORCING CAG FABRI TION MODE I 12' PAEfJ.aT U-l9tTE4. 12" PR!'_J ?' IKCms W4 U-L)MLL 6'_eausT•IHMT. 3) 1 AD 11 by )ta/Y a -I i 7 ibEt E {• Ik ir•x• .*..sr.n 1121- 714311434'/1b 4" 50110 LRFTEL 8" PRECAST ll-Lt74TEL 12' PAL'CAST J 2' RLOE`gj_U-Ld3TEL W PRECAF jJ ftNiEL s1itWP OE'A)LS 'x+m—+T . l a 4" $,QLiD LINTEL DATA TABLE a 1 tLljAln i µAEAAA i 31-a• t t 4 -b 4 s tIEAAR r fi" PRECAST U—LINTEL DATA TABLE s7iC q TTP It OfaK. 0A25 104 13 ALSAR 3-191 7 2 W I Y-2' WA 4 r- O,0'A 111i 4-4 7 em 9C 4-10- 32 A 1 173 4 Y-a A / 4 7 A 4 i'-6• a2P F 1 b 2" 1 RESM - b 4,079 a 4' sac I"-_ aOaT b 1 -4' s2a r a 4'-0' 0.1 Ala 1 -4 4 0 1 -4 0.• 14 1 -b 17" PRECAST U—LINTEL DATA TABLE a' PL7isivC1/`fsf.E LGt7r r vi 6 fk s dErzffuuan+ma rmot4rrsl1EEICY ft> zi1ELilLi7,i:::d 5 CESS D 1 i F IfY t I41lYii[ l•NSf 4 ! 71 ua 1'SiL'1 A11 t •• ' . r1tiJGfiCfY> CIL4 fiLS] iFQWxdilit3SlltZ`.:IGiL'3fi7L37F7S.r PRIM will 7T9i161i CGJ MEMBER Of To PPbnkrtxr WOO`O`O" " Pb011DE0 r0A P1t0OUCT NMROYAA. R W I PAOTEOI' EC InC0PY"if LOS AND Imm K SMODt16E0 OR %upwrc0 , 1Q nw ml rpm wmm CDRsOR CAW-CRLTE UPM W, 1, RIW441d0 SWU T/Sa Mt AW AMOI A /4, AM /b tnu 4. S=PPAU 3TXUMI a AO u LIM IAACLI . 2M PY OINK s0 MTR W. 0. R TRr 1M a' N stA m rjwwa AK CPa0s0 supjw L 00.mmb1APAb1AA fa . sIW 13) Pot x • Do ,1M0 u Do Fm TACK w of rAc IGNI' RP0 0A0E1 TOP f uru - v. Of PACOASl UR1Rst h . DDW Pb 1'OS 4 PIGI lRAttt s1Imm . 4, FOUR 1)R mom" MK FAWAT" POar1 sHo" Y " Tm IIm EifA1Y K Nw Mad 0M wA TO K rim TO(A aNPP 2 swP TAU 7AG1 CND. OP a ms is v= 41PIRs mm s1ttAPW rm fw G PA ''' PaT ;lac rrzrvlsso f iNO • ^^, ifici3dy'i1h 11ta Ptori L mmucT rn1};pa1 o. 4P4a t 3 g1awlAs wo i - fl o 3. 03 OF tt/= CRAIGPAFRNo s• OR10. 6324 GR 579 N FL.*I SEfFNER i 10 A4475t PRECAST AND PRESTRESSED LINTEL DETAILS w FlLE TllA[; p>13U8/-1{ D 1 I 9R JW{AN dPNAUO SGAtO AS 3ll9'$'8 Nrt: 3f24 6i CSGf7ED fl1 OPA70 PA+SUt0. P.L NAX7PR F41N2 SIRZi: 1 Af t NERAL NOTES i} i6oielbk Po 4' precast eats - 3000 pd Po 6' & t2' pp cescoxy . 1 Wol - wx ps fe #oat : 3000 ps WN ,3 $ ufCh 9 i0 I-W*p,99w0 eso n it labw A°1u I61sa0rads ac mwt ptr c27o bee 9 w s 2) Al We load WW. baud on A== 4 ieah nw*W b114 4mny¢a Sol. W6 f;r Intel 612ua «d im 11wa 6 1/2 iscnes wag 3) PmNda b8 mortar bed and head jute. 4) Ths tswder in pmadbm in&- s the pwoaat to*-404 f0t gmdo 40 bed added rebw, e{ tic erz `a4,i+sa (e$) _ 228 FV 142aaq 5) At hAa. mui or •seed dsft<cdao. date typts & 1st$ 1 -4' & mw t bOiU^,dte d To coca ndMa rccUoar. 14e FW* g Code 5.11- 16,DUI ax 6) 5?ofe fU W.4e ee regd!ed. 71) 4' sW &Ws to be n:laW s/ 4' &=rAm" Awittnid ww' E' dimaasico va9cd. d Ay .ax w a ww, 9) N de$S wt may otn4wi• awws+dtdad bads kom the ado loud tobbu V fedciiaiog wl ruii* nwnsot ads slum d d-user from the 10) N.R. - Rat Rated 11) 6otlom f,* added tabor to be bwled at the bottom of the bW MAY. TYPE DE IGNATCN f ILfarlml Wqe r IWAi2D 7 Nlwt ar A t 121=16-2B/2T isAomt• J l°iv awid 12) wood v as W. ow sue. eMdn d kb. .,# to 13) N nAww asiaes d rMtls iaxtolbd to .4.* -wrde sots dub bare o ow" of aimcco op7w b "Moo e sdb ASW C-9i$ # aQp-nd 04n9. 14) Unto bedmd 11A vaticol {gv or ac#it and 1re.'teaotd dj buds s iii ba dwdsd tot Nconianca s ibo, taA,rny A ra 6aa i od i- A<Pkcd 4w xoaid Lwd S 1.0SafeWdkdboaweM.li:ontd load 16) Fat cwapsm5s hdd brsshts aot skean, uoa safe !ad Lam wad lase be* siosn. 15) For lostei Wgft ml silo, t oU "is toad Iran nest iw4ul IK& *"A- 17) Sda bads .. suq.fT ased oAss ble bads is) Safe bode baud on T.UwA dasipn ada'>dx per Aa 530 and M 31$. 19) mawld btetd ketl apscNy coo be ohto"psd LY ills dstlarrr A7' W N4 oddtiond skdowed camels swswuy ws'!a (R{S.IU) oban the 6ittd. See sistck Wex SEE SAFE tATFJik LM TA9t.FS FOR LOAO RATWG S. FOR EACH A001iM RILL WURSE 15 RM FOR 6iEU 5 RBR '" I° YCLRTIPUNTt3S CR40 or GR60 PROA: itSVMD 6U8 r, na plyi,)c -th tn,: 13uiidir9 Cale Z /$ F-, AovghI '= me ZIP/9 J ar1 { . . Ito tx) f,* IDP W xx995 F ' f 0) awl tm r twoam k4S8 10 1.2 wow j_ i uwe an r aces 1 V W16t4AL MH 6F28 r v" 6F12 6F24 SAFE LOADS FOR 4" SOLID LINTELS AST-' i:r• GRAVITY TYPE LENGTH 4S8 S- 6e (42') PRECAST 1150 4'- 0- (481 PRECAST d 959 j 4'- 6' (541 PRECAST 789 5'- 10'(70') PRECAST 480 6'- V QT) PRECAST 360 7'- 6" (901 PRECAST V- 4' (1121 PRECAST 260 156 10'- 6'(12bl PRECAST 16 12U8 4) AT.7'4i4R+ TYPE LENGTH UPLIFT 4S8 LATERAL 4S8 V- 6' (42') PRECAST 687 371 4'- O` (481 PRECAST 597 320 4'- 6' (541 PRECAST 529 258 V- 10' (70") PRECAST 407 1411 6'- 6' (7r PRECAST 360 118 7'- 6' (90`) PRECAST 280 87 9' 4' (112) PRECAST i87 55 L10'- 61026') PRECAST 152 43 12F8 12F12 12F16 r `':,4>;, yam:: -`.' '., `,:': r' •'.. t 12F20 12F24 pi7`LY' PROoticrsul>itm;n 7k $0jid' mg Ccde itn Lila rtoMtda T CRAIGPAMNO OR IV^' 6324 CR 579 7 CAST-CRETE 4 6" & 12" LINTEL SAFE LOAD TABLES fKE NA) t£: Of6065-14 Oxl'9 i 6Y: lAii AAi4lW SCALE: UJA OAlf- 3/ 24/0i C IE= it[.'CRM; PA9i810 P,E, - RE0 m 44736 OBA9016: No, L14612 54w for 3 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS 4-409,114l SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 608 6F5-18 U12-18OF15-1 6F20-18W24-1H;6F28-1 5F32-19 S-C (42-) PRECAST, 2332 21,76 3892 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2125 2313 3892 5050 146 7227 8297 9357 4'-6° (U4 PRECAST 1654 1B87 3633 5050 5148 7227 8297 9357 5'-10'(70) PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 S'-6' (781 PRECAST 949 1078 IB31 2850 4328 6737 8297 9357 7'-6' (90 PRECAST, 779 853 1459 2188 3151 4524 6654 9357} 9'-4' (112') PRECAST 584 660 1056 15M 2084 2795 3731 5317 10'-6"{126 PRECAST 503 566 895 1270 1706 2235 2893 3747 11'-4'(1361 PRECAST 457 513 805 1i33 1507 1952 2492 3163 12'-0'(144') PRECAST 425 477 744 1042 1 1377 1769 2238 2808 PRECAST 373 417 645 895 1170 1485 1852 2285 14'-O'(168" PRECAST 351 392 605 835 1087 1373 1703 2G87 17'-4"{2081 PRECAST N.R 299 455 62G 794 1 985 1198 1437 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REDAR. SEE GENERAL NOTE NO. 4 SAFE LATERAL LOADS PAR An PRPf:AS'r Ili IMTFI A C C0 SAFE LOAD FLF LENGTH TYPE LENGTH SUS us S-5- (42") PRECAST 587 1055 596 4'-0' (48' PRECAST 487 787 445 4'-6- (541 PRECAST 416 609 344 5'-10'(70} PRECAST 300 350 198 6'-6- (781 PRECAST 253 496 157 7'-6" (901 PRECAST 222 367 116 9'-4" (112' PRECAST 173 352 1 74 10'-V(126' PRECAST 151 276 58 11'-4-(1361 PRECAST 139 311 49 12'-0' (144") PRECAST 131 277 44 IS-4'(160') PRECAST 117 223 35 14'-G"(166') PRECAST 111 202 32 17'-4"(208') PRESTRESSED N.R. 1 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS lcmp "" SAFE LOAD -POUNDS PER LINEAR FOOT LENt3TtT TYPE 8" 1T 6F12-1T 6F16-17 MO-ST 5F24-1T 6P28-1T 32-IT 3'-6" (42) PRECAST 1412 2074 2715 3356 9n7 4638 5279 4'-0' (Q8 PRECAST 1225 IBM 2357 2913 3470 4027 4583 4'-6" (541 PRECAST 1083 1592 2084 2577 3069 3562 40551,2736V-10'(70' PRECAST 831 1222 1600 1979 7 3114 PRECAST 723 1097 1437W 1777 2117 2457 2797 7'-6" {9O PRECAST 648 863M 1249 150 D1 184019 213510 2431 14 9'-4' (112-) PRECUT 575 5711 9S0 1252 1492 11732 1972 IV-6'(I26') PRECASI 514 4621 787 j 1121 1336 m 1557 1766 11'-4'(1361 PRECAST 474 404111 685 985 1213 1112 1645 . 12'-0"(1441 PRECAST 454 36751 619 888 1093 1211 1506 IT-4'(150')PRECAST 402 30804 516 738, 906 1076 1247> 14'-T (168') PRECAST 368 285 475 677 j 832 999j 1145 17'-4'(20871 PRECAST 1 253 208 338 475 585 69.3 8G3 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBa SEE GENERAL NOTE NO. 4 PRGpllcTR5vls6S3 complying /vll6 LLx Plosi& ENS ,O°O: 44 011AIGPARAINO AL'° S324CH579 SEE GENERAL NOTES - SHEEi i Or 3 rrrr„1,1„,,+ti N0.. 44756 8aldfr>; Code M= yiaS tovxdc., PObUc' TRHVfsfp aamptrng tm Thel;fn D ,id, E " M>: f.+SIM OF 9 CAST-CRETE 4", 6" & 92" LINTEL SAFE LOAD TABLES FRfaE aAl1E: PPSIiH-11 eBAtPN 917 >wAll AAHAUB SCA1Et N 7S, DAM3f44f87 C.K£8 8Y: CR3WR8i0 PAA, FL- RC. 80, 44T36 WGl'ANfB%a41. LU8f2 Si#£T 2 DT 3 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 499" 4 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12US 12M-28 IVU-2812f16- 12F20-29IM4-2612F28-26IZM-28 3'-6" (421 PRECAST 3428 5900 5938 7619 9352 11060 E12755 54438 4'-0" (481 PRECAST 2923 4232 58U 7619 9352 11060 12755 114438 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 i1060 12755 14438 5'-10"{701 PRECAST 1612 2320 3218 5234 8487 11060 12755 1443q„ 6'-6' (78") PRECAST 1383 1986 2679 4196 6421 10032 12755 144 7'-6' (9co PRECAST 1138 1628 2131 3218 4676 6756 9763 1-3528, 9'-4' (112') PRECAST 795 1216 1535 2230 3083 4167 5593 7552E 10'-6"(126') PRECAST 614 1043 1295 1853 2516 3323 4334 5532 11'4'(136") PRECAST 518 945 1162 1649 2216 12893 3719 4746 12'4(1441 PRECAST 456 878 1073 1513 20M 1 2617 3333 4206 IS-4%1601 PRECAST 3% 767 926 1294 1709 2188 2743 34091 14'-O'(166) PRECAST 32) 7201 855 1204 1584 2017 2451 3106 17'-4"(2081 PRECAST N.R. 451p 631 881 11411 1428p 17501 2102 19'>4' (232") PRECAST N.R 134304 4710, 700 K 925 tw, 1152. 1380tw. 1609 1w- NU49ERS Ri PARE+ W% AW PEFcM REOxnous FDR MADE 40 FEED ADOEO RaW_ SEE G£N&M NOTE !KL 4 SAFE GRAVITY LOADS FOR 12" PRECAST w12" RECESS DOOR U-LINTELS lomm-4m" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12R86 M-28 04f 1MWE WI8- 128F22- 1NIF26- 1Wo- 4'-4" (521 PRECAST 2538 2942 5468 7584 9640 11669 13679 15679 4'-6" (54') PRECAST 2319 2740 5468 7584 9640 I M9 13679 15679 5'-8' (681 PRECAST 1347 1841 3555 6395 9640 115% 13679 1567q,p 5'-i0"(70' PRECAST 1259 1758 3351 5954 9358 11669 13679 156 6' 8' (80) PRECAST 924 1430 2633 L4415 6884 1 125 1 7'-6' (901 PRECAST 703 1203 t 2157 3494 5259 7922 9623 1132!( 9'-8" (116) PRECAST 389 843 1451 2157 3203 4427 U17 63W SAPS FORlr' SAFE LATERAL LOADS FOR iv PpananT A9" aFr.RSs nnno 1FJ iNTP1 S m 1"' SAFE LOAD PLF LENGTH 7YPE12RU 12RF6 RCMU 4'--4' (521 PRECAST 1295 3592 258 4'-r. (541 PRECAST 1213 3458 2417; 5'-8" (68') PRECAST 784 2236 165 5'-10 (70q FRECAST 747 2129 155 6'-8" (80'1 PRECAST 602 1716 117 7 -6" (901 PRECAST 504 1438 914 9'-8- (' 161 PRECAST 355 1 nITAS SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IM-21 12 IMI12F18-2T!12M-2I12F24-1I 2I R-2T Y-6' (42') PRECAST 2752 4287 5613 i 6938 8254 9589 10915 4'-0' (481 PRECAST 2389 3721 4872 6023 7174 8325 9477 4'4" (541 PRECAST 2113 3291 4310 5328 6347 7365 8384 6-10'(70') PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6" (781 PRECAST 1444 2269 2972 3675 4378 1 5081 5784 7'-6' (901 PRECAST 1267F, 1767 2583.3194 3806 m 4417 5028 ig 9'-4" (1121 PRECAST 1028 N 1171 23M 2590 3W7 3583 4079 10'-6"(1261 PRECAST 920 94l 1512 2281 2764 3209 3653 1l'-4-(136") PRECAST 856 829 1404i 1982 2441 2902 3364 12'-0"{1441 PRECAST 814 753, 1269 1788 2201 2616 3032 13'-4'{160' PRECAST 678 633 n 1057 1485 18281 2169 2513 14'-0'(IW) PRECAST 622 586, 974 13651 1679 1993 2309 17'-4"(208') PRECAST 434 427 695. 964p 1182t 1k02p, 1623 9' 4" {2321 PRECAST 366 p, 3701 593 py 817 p0 002 i 187 1372 I) 1HE MAOM 1N PARUMEZ ARE PEKW REOMW FOR GRAM 40 MD AWW REEa4R SU OEM ROSE M 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR 14JNTE?LS 0T.44"m SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 128F6-21 IBM-2 12W14-2 12918-2 128M- IN76-2 12AF3p- 4'- 4" (52' PRECAST 1626 2686 1 3746 4806 15867 16926 7989 4'- 6' (541 PRECAST 1558 2532 3602 4623 5643 16664 7684 ' 5'- 8' (68°j PRECAST 1210 2042 28W 3658 4466 5273 6081 , 5'- 10'(70j PRECAST 1173 1984 2769 3553 4338 512.3 59(tH 6'- 8' (E0 PRECAST 10201 1539 tv 2426 3114 3502 4489 5177 7'- 6' (W 12776 3390 4003 4617 r9f8' ( 1161 PRECAST 703 771 ml 1472,j 21814 2663 31,45 3628 J) DE NU ZBERS 01 PARFHHfE95 PRE PERF%1{T #O icDAYS FOR 'SEE GENERAL NOTE 78 •°* NUMM tN PARENMEss ARE PEWW REDMUM fOR ORPDE 40 FED AM R A. SEE GENEAAL WE ND. 4 . • • • E: N S 40 FE10 MOW REM SEE GOVAL NOTE NO. 4 FRODi1C1' Rey49fiD Bm" rR'idinAnnT' wit, thn+N+da • .447 ADDUCT R}:YISliD q' o t te<s uk p `71f "• p,„ Nr11iloA Dal<; - $2' S w•A •. 5 F ,' •Ixe 03 - alL4Y403 with Ow Fiusida G1ng Code A' wWah DNvloa° , 6824CR57933564 PPItNAWs$'' SEEGENERALNOTES -SHEET 1 OF 3 k- m mm uEmsm DP s CAST--CRETE d", 6" & 12" L1N7EL SAFE LOAD TABLES 3DD1 4 aohr e• I m K4N6 miw-14 DAM BY. J*m m" imL R.T3. . i PLiDO-, 3/24j03 UW2 WZ 3 0F,:J MIAMl•UADE NITAMI-DADS COUNTY 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) www.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Pampa, 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 AID. 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 Lone of the Florida Building Code. DESCRIPTION: "Cast -Crete" S 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 ,Tune 12, 2014, signed and sealed by Craig Parrino, P.R, 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 # I7-0227.I5 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & 1?-6 as well as approval document mentioned above. The submitted documentation was reviewed by HJelmy A. Mahar, P.E., M.S. TAM •QADE . Cf NOA No. 17-0821.19 OP Expiration Date: 05/21/2022 5, E Approval Date: 09r28f2017 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, tilled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E, dated 06107196, revision #I dated 11108196, sheet I of], and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P. E., dated 06107197, revision 94 dated 04128198, sheet I of 1, both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural 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 Certified Inspection Report Silo #4 dated April 1996for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 420-82 75 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11113195for pre -stressing strand by The Crispin Company, 4. Mill Certified Inspection Report #2111-078240 dated 04125196for 43 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M.1.9614 dated 02129196for #5 rebar by Birmingham Steel Corp. 6. Mill Certed Inspection Report #58-A 66332 dated 01128196for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-MI9805 dated 03106196for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report 084-M21208 dated 04121196for #4 rebar by Birmingham Steel Corp, 10. Mill Certified Inspection Report 984-M20652 dated 04103196for #5 rebar by Birmingham Steel Corp. 6y A. Maliar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09128/2017 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rehar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine .Made Precast Lintels dated 05114196 13. Quality Control Manual for 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], prepared by Craig Parrino, P.E., dated June 7, 1996, revision V dated January 28, 2003, and Drawing No, LT8, titled "Cast -Crete 8 "Lintel Safe Load Tables", sheets I & 2 of 2, 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. H. TESTS: I Test report on flexural testing on Precast Concrete lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 3 0404B, dated 04123103, signed and sealed by Christopher A. Haman, P.E. C. CALCULATIONS: 1. Calculations for 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 Manual for Pre -stressed Products dated 2002. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/202Z Approval Date: 09J28/2017 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 of3, prepared by Craig Parrino, RE, dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E B. TESTS L None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino,.P,K 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1, None, B. TESTS 1, None. C. CALCULATIONS 1. Alone. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER L Letter from Cast -Crete Corporation, dated January, 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. Oeimy 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 L 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., on Alfarch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By lyflami-Dade County Department of Permitting, 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 L Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheetT I 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, RE., 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 Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic 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. eIrny A. Malta-r, 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, Itic, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS J. Alone. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfirom Cast -Crete USA, Inc,, dated January 13, 2016, signed and seated by Craig Parrino, RE, 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 on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No, 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortegc4 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, 61reimy 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 SUBMITTED 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 Resources (PER), 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. YWmy 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 STRENGTH PRECAST ANDPRESTRESSEDHIGHCONCRETEL ME L E"A" STIRRUPS / 32" 8ARTIRRUPS RUP ©ETAI'tS xam urx PRFSTRFSSED U—LINTEL ATA-'T E ACfRO 14 PAUa42 7 ISM 13 0.140 adz i - A O - A T G 11m W4 HAR T -3 7 s2 A 1 0 3'- 9 7 -i a17d 713 i- 7 1 - 4!4' - 2 21-4" O.I94 747 7 >:iR f •. 7/32 RAR Y1'-2" s O 3'-11 a/4" SO 22 ^O O.7D0 sit 1G-0 7/32 9Afl s1'^f0' a O 3710 3/6,1O 0.21s 863 32 am 23'-10" 9 O d'-^3 1/H" 10 R" PRFCAST W/ 2" RECESS DOOR U-UNTEL DATA TABLE ti, a., I, iTlL[!3.S J siV7 L`CFFdvzrNEI S2i1[ESFIIFJfild3loJ!'8YM'iFl 1}F'it'S'li.;a iPM.[C$Ji[a[[ r fi l IG M F'! E3C;;alI7iT%yR 7 7Cfi[7r111[f t'G n[7iF''2S•S/f lRl T aP.1 IK !G). Lf i6, 18Ctii 1HK /' i19,M47t i-c AAMKN tW+= Nit•m Rwr=MD QAOE4E 4llW MQQ I m — A— r r7 a>R ml sa+taf z7./S 2'E- 7 7 1 +• 2a p 4rl RfrNPyxdHQ•$•_EAt 36T1'R+ MOHr1 PRFCALST tJ—LINTEL DATA TABLE CidiR'-l i=Tts S3E3{a7i t;P41 @!CpELi'`R CKSiFI' i3i®41 l3 Fsi e3YS't...+1iY 1 FTt:7i6 11 fL RY'3 1 7C ZiE S[S il 1 iLSiF EL•Il[L S3 1 Kia a mails TM PROMSTARY o(FO WTiON 18 PRDVMD FOR MMOT APPROYAE. A 19 POUT" By corro WR Lam M10 CANXV w 1EP1C01= OR Vint wo UTi AM Tw PRIOR youm CCNsm Of;W-COM VAR, RIG, 1,MWU= 'XtOL 7/12 OAR AM Asw1 03, t+, a XOIQ TE TOTAL MOM Of S1t mm AIM to IrU% RAW R4 AM Mi$7/iS #Ci J Map is zMai4 &vam f u € OF DiAittint 000 TXErussm E>m 47 "% AEH71flIN m CAGY r" CJ(unx MW AW11 AAIL - R4, OF SVWM " C TM 7Hf 2 CCRKWE 414MOM 1'. - Mo m 70R aRamumr CAGE U00E13jwm 1 RiNA4T5 IMEMEMA CORMS) V. - ! PSI TOE All 7749 UCH Qm. M QW 3 2m URMMS. 4 2.3 t'OWfis ' PM1'PR:I:TLERf Tit1Ei$ PG 3, WM PHESiRTYS TLVR1• a 4.7d R i OO.7D. ST K43 UK eE VI Po L4]IntPusrcEsssnuxrE; AEH74 Y+4 cAvs Vv- 4. SISY ST P9ESIRK3SIL 74 #Ui27 WEfKe AN4 RiHai1S P4R¢R N • PRflDUCT=.glw,:D Gi eta` d* c0844,nw a>4 u Aera1lauaN4 o n3os LIV iimt UXiRo n1G R 0 4 (rC GRAD PAFJW y Rl,' t,+° SFfR1E%FLt 35tW. F PE.I, IQ Ap.94798 7111c: CAST-CRETE 8" LINTEL. FABRICATION DETAILS SAFE GRAVITY LOADS FOR Htl PRECAST PRESTRESSED TJ UNTEi.S SAFE 1.ATERAI. LOADS VPRW & PR£g FAR U• Lit mh SAFE UP LIFT LOADS FOR 8^ PRECAST PRESTRESSED U 1 AfTELS F" " 444N11re' i SAFE LOAD- POUNDS PER LINEAR FOOT SA PlOADtH txs' SAFE LOAD- POUNDS PERLSNEARFOOT TP at t aee F0s! oa 8= a3e TYPE iF SUB 8f8 R u TYPE z Dn6 H2-a D1421 sr u 2riLN71TH Y-6° (4n PRECAST 9 2H55 4 9394 5263 6i:42 7D3) V-6° (421 PRECAST 2231 3M 3719 063 R807 8D54 S502 1=1 3'-C (4r- PRECAST 1025 102{ 15s8 15D9 2855 3524 4344 SM 132 7001 y iWa at13 7547 U74 10 4 11m9 4'-O' (48") PRECAST 17 1 2303 3m 360 4b7b 53zs 8074 4 0' 48 PRECAST 7966 ! 1 2751 3420 4590 seat 70.14 8107 46 PRECAST 765 71i3 1309 1363 23in 30i 361H l.570 SYAS W'7B 203 4MS Vt3764768741039411M4'-6" (541 PRECAST 1207 2040 2707 3375 4043 4711 072 4'-6" (54 PREGSi 1599 140 2t10 2431 3753 4576 MW 0224 4'--6° 54 PRECAST 592 591 1073 1207 1640 2707 3 75 4043 4711 537D 2189 4375 611375470672i)194 I iB V' 4° (641 PRECAST 1016 i7l5 p376 2= 33" 396 45N S S" {64j WiECASi 1217D2osaes 38 19>ra 2550 3123 3988 4240 5'-4" (54' PRECAST 411 411 745 tole 1716 2276 2a38 WM 45225"-!D"{70) 7b477342a733 teiv V-10'{70' PRECAST so 2,2593 3M 4I33 PRECAST 106273%16.43 2M 25493009 3N70 V-10"(7CO PRECAST 340 339 615 tset 2 0 31D7 b22 68 71Ht83281773W1B'-6' 76" PRECAST 836 N07 2324 3251 37I 3147 4383 50818WiECASTt•(,535 S07721 4901407Re233 27s0 1 3712 t752,1717435 1776381amam 7'-6' ODI PRECAST 72T I ION 2ms 2827 sm7-6° 901 PRECAST7A3729389872122D52m3191 305 7-r (9n PRECAST 424 534 363 727 1224 1624 202b 2M 2a27 322D H6at a4s7 64729' 4" (312) PRECAST591 9`-4' (1121PRECAST55414025442aia38d29'-4' (112j PRECAST 326 612 230 2 ta a Im teas 22" 2Ma202564 V 3 id-6" 12Eq PRECASJ J 630 p6e1s 1186 1481 736 2911 1S-6°(126' PRECAST 475 sas 898 1247 2D23 zt63 ems 10'-6" 1 PRECAST 284 4O1 i80 630 M5 Imi 1472 0 im 2346 S3 I= 15M 2093 2781 4754 1'-4°(136°) PRECAST 260 452 154 11'-4"(136° PRECAST 474 04 1037 1443 1513 I}'-4"{136°? PRECAST 3fi2 s82 Im 180 2423 3127 f9D6 S 4e4 897 047MZa8 1372 f8431855 2137 21D7 MI 62945 t36618482423312740$ 47 0°{144 PRECAST 337 540 a73 1254 1684 2193 5 3b52 72' 0"{144' PRECAST 244 44Z 137 It--Cr(144 PRECAST a 43a 124 e3B if53 13 151% 540 e73 1254 16s4 210 ems 302 473 sm W 1302 156a1 Al 2D75 , 13-4"{160" PRECAST 41a M6 407 785 964 1143 f325 IV-4°(160) PRECAST 2N6 471 765 1075 1429 I&M 2318 m 13'-4'(1601PRECAST 217 324 110 n4• 40 7L-0 1159 4131 tSa7 471 765 ims 1428 1H38 Y316 288t 14' D°(388' jPRECAST 279 424 739 tDo2 13W sc7 277 2wD 14'-O'(16B` PRECAST 205 293 100 14'-0°(153-)PRECAST 384 3 m 724 H9 I t2m 442 706 ion 3326 t6e7 2127 2639 410 425 1" 710 t35tf M 1607 14'-1 {1761 PRESTRESSED 239 334 520 872 e2b 475 1131 14'-8° (176') ? RESTRESSE N.R. NR 14'--8" { 1761 PRESTRESSED N R. 284 91 24a 3s5 3 46o t 15fD 2734 8 783 t37014612241M172.71Y 75 4'(184"} Pi?ESTRESSEG N.R.MR Nn Na RR Na N44 IV-4°(184") PRESTRESSD N.R. 259 83 15'-•4'{7841 PPRESTRESSEDPRESTRESSED313 4W 627 76 917 to64 412 710 125D 1733 2M 2320 2513 2M 30D 616 oJ No 1240 l4writ 1646 11--4" (2Dfl) PR STRESSED N.R. 194 64 77'-4" {208' P r51RESSm 17'-4' (2081PRESTRESSEDNR, 192 3o6 yys 740 few t27) 1473 ma I 5iaRWW327Dlaw4u6IIIII18' 4`( 232PRESTRESSED N.R. 148 52 iE 38 447 as7 4 747 jo 2 I 42D 750 937 S2B2 1515 17t6 566 283 429 6Z3 84 i0S9 12T7 21'--4 (256") PRESTRESSED N.R, HR 21'-4" (256' j PRESTRESSED N.R.125 42 21'-i' (256 i P MIRESSEO t42 2w 307 3e1 9 Sa8 ac5 iafl 40 398 84b 1114 13% 1488 142 2Y[ 373 SO 1 721 ms twi 1048 221-O' (264') PRESTRESSED N.R. 116 40 22'-0" (284' PRESTRESSED 137 197 295 379 462 540 00 22'-43' (264') PRESTRESSED Kg, NR MR fm Dt RR IitR 137 223 33B st3 B84 853 444 fm 1>7 316 D30 7H4 1047 lZa5 13a9 24'-0"{288 PRFSTRESSEO 12! 179 251 342 ib 587 24-0°{266 PRESTRESSED NA fA i6i NR H1 NA 2{' G"(288 PRESTREfi57D K.R. 91 33 124 ZD2 3t9 46S hoe 757 757 878 729 Y50 45D ai4 8D4 1092 1222 f) THE HUMSFRS IN PARENTHESLS ARE PERCENT REZCTi6NS FOR GRADE 40 • SEE GENERAL NOTE NO. 18 ON SAIT 3 O 3. {j TNF, ipf RENTdE515 ARE PERCENT REDUMIGNS'FOR GRADE 40 F{ELD ADDED REBAR. SEE MMAL NOTE NO. 4 ON SlfE 3 OF 3. ' GENERAL NDTE NO, 4 ON SNEEI 3 OF 3 PRODIJCF iZEYLSED P 2A` air 'TtwA FiadEe : _A nf1/' PR0DuLrR8V1b't?0 es wa3fd*8 *ritLtheF7aridaButldit4Co;'- . A sf Hu17tYxaS dr fFw @Sa4Cs ' Dciwiggc_x A.*W7a017-'0227.7$ 8 n So22 ` ZJ ZoZ2 Z 17 .t tE y MWPP, flAiNO TyA. Ivfi l 's' r 1 1,'tV4' 6924Cfl6?9 SEE GENERAL NOTES ^SHEET 3 OF 3" oduaCoatsot o,+'Rt9p SEFFNER, T4.93604 8T REVISION T I "+ 3' la ti R»P,ELIC.140.44768 11/14111l4 A ta14 ' CAST—CRETE 8" LINTEL FABRICATION DETAILS JIM-_-----' 'wcwu 'S .» ."" PA6 4Uk'D D65t@F-u 9iA9{ ert no YAM, P4 - 8[6.764 NT36 3S},1B fUi 10 sw BAYt Oafe7ji6 GAR4E8 BD P+>1Y0, P,L -. l.'a. 4t15: Br+ Pas 6iGII Y Of 0 SAFE GRAVITY LOADS FOR 8" PRECAST WI r RECESS DOOR U4INTELS 4--o"Va SAFE LOAD - POUNDS PER LIMEAR FOOT TYPE LENGTH WJ6 M%-69 1 1104 01" fiWn MM-CB W34- BAfd-tB wl4-iB ww-i vwja SW12-1 M7I-te TRF30-i 4'-4° {52 PRECAST 1635 1749 M55 3280 430 542T 03 7667 lost 3699 520$ 6m tW6o 9479 ww 4'-8° J4 PRECAST1 1494 I- M63 2992 3968 4945 5924 6904 T756 3690 5268 3Y 81 1 0479 10893 5'-$e cw 926 1770 179E 2277 2839 34W 3966 1187 Ml 4567 6369 7917 9311 ' 5'-10"(70") PRECAST 810 1 1653 1600 2124 260 3174 3700 '... 1113 2342 4242 f Max7 it)Db '. 6-8" {80") PRECAST 797 sat 1625 3120 5M 7147 944E 73do 901 1825 3120 5048 7915 9479 1 r s" (90') PRECAST 669 755 1490 2459 3726 5743 7239 ae23 7B5 149D 1 2459 377E 6743 1 a' D' (1'r $") PRECAST 411 466 999 - ISM 22W 31 7.9 4091 3146 52b 999 1568 2253 3129 f50 5891 1) TdE NUMERS N PARMESS ARE PERCH REDIJCTMS FOR GRADE 40 FM ADDED Rua SEE GENERAL NDTE NO, 4 SAFE LATMAL WADS FOR R" 91MIART w! 9- RFr1ARR nnfM 11d INTFLS SAFE TOAD Pi.F LENGTH TYPE 8RJ6 8RFS RC%MU 4'-44 (52") PRECAST 758 757 1164 4'-8" (141 PRECAST 694 693 1073 5'-r (88"j PRECAST 408 407 655 V-10'(701 PRECAST 382 381 616 6'-8" (801 PRECAST 595 788 464 r-6" (90') PRECAST 509 674 363 9'-8e (1) 6") PRECAST 370 490 214 SEE GENMNOTE 48 Qua NQTES 1 llotabh: 121 C'alrk w. m.natwiw.d >o-Q 5'9o9•-1/2' mg 9otebu .1 Um cnd. b smodahehq9imvetiKdoe0 ,do'm ad r. istd + 4000 psl ra preatasce+ s'dlsi - d009 o is yrnl + 3AD0 3 d 4ul qr aoaa•b m..omy QdQ 9.+ 099 +sv+ nst 14)14. aiwiw -f- of 9*k iarma io -mot. tna,/ -a, atm9wbws a 6.9 -1 W_ oyps" io s.w,dmo sib AYIB C 2 ar oft ofpr w o-&* mto mmptashe 19W ntw, W AMU MIS @60 mdy fi) Ddds lewad' wmbl. ei"?oodn9'rWd { kteuQ MUMin. b ab.* b. 4Aska 1. 0s the 1•hod+0 cf.n4orc ptdeawmaLoNrAMMISW. 2" b. 14040 Q79 To. k 6 mod kod hod"" mwlorJ•r AiGt w m9.d A0W kad 3M0 lad } Soh bwm w bw S lA 2) Ai sal. hw tabs bo.ed an adi 4 1* w*.) hw9+4 avaBwl fs) fa Sntd bdg!H<'. a.t d a em ado wd fry .wA kur 7 1 show sZOIYbkMtoLkatatas. 16) fc Cwd bglbx eat A.M itts mh load Iran ne koB.d lr 4q% st ra 3) P!o*o led m%Wf bw a.d Mw jddL 17) 34. pad. w. c.p.dwps d AM" bads, 4) Tso ,ovAb. b Z:4aaSs hdknke 6w pewedt ..dre8m la tale40bwaddednbocB) $oh bodf Ear.d oa r.9ad daAg. wwtyis N, AU 530 and AZ 31b I 7'-b" Lw i am-19 ado t k6 - "n w s/ f6S 4 6i72 5301 p9 J. danr b 19) AOhT..,* h4.ni pad ED'.i bt)6TiV)t ety Sa Ntefr' k/oB:adOUW welww4songde9otodOlS) lA EdsB mad or eac.w 2 Fscd1 Prordw ffro '8 1 ^4' aad *a m. 4 ?R( 3d313CTfSe,dETs"rD arexssbE1da4ao. Use b to wdd D&t ibe f-0o 8.idng ai ca.>uwying HiEi: ilu; r Code Sodom 15W.3.1 ae g V3 C.,k 6) Shore r*d ud. a,goa No 1 -02.2 7) ON 17 ml," F' b. "I.&tw for lbd /5 rabCn. 1' . • 73 6) iM wg meB.ehm.d d 1dd awd warpb•UMpl.ck,d Dy andarab901ww' ,aaaats. C.a9a1 0) o BK aws?aeu; f 9 mpoot i shodd w immdf' q o Taw d, nippal, Bd 11) > a 2esa adkd ,&or la ae ):.W .11n. bfi o. d U Waal 1/2' CLR TYP SEE WE UTERI IQAD TAAM FiNiCND RIM foR tA. c aWD IS441 w a oR54SAFE UPLIFT LOADS FOR 8" PRECAST w12" RECESS DOOR 'J-LTNTELS 4-s- 40-cm SAFE LOAD - POUNDS PER UN EAR FOOT TYPE LENGTH 8RF8 fT 10 1 BPFS4 1 B 1 1T NF75-i aV40-fT Wli-21 8Rf70- pii7A'2 1B-2T b@R _. i2b•4T J6- 4'-4°. ( 52 PRECAST 905 1t 2M W56 3751 440 8740 905 1645 2362 3751 444E 5140 4'-8" ( 54"7 PRECAST 867 1804 2272 2M 3607 4275 4943 6O 1604 2272 2939 3607 4275 4941 5, /y, t i6 / FWQAST67b 1 1797 3 ZB54 3M 39f1 575 1269 1 1797 2325 2854 3911 5'_10-( 7n PRECAST BSS 1207m 1748tw 228E m 277.115 3M bi 27D9 fm b55 1233 1746 22U 2773 3286 2799 0'-8" { 80') PR£C71S1' S70 929 1 IUD 2429 Mg3329 570 Im 1530 1980 2424 2879 3329 7 8' { 90°j PRECAST 506 742 1. 2168 26$7 606 M 1304 f765 1 2186 2W 2168 9'-6" ( 1161 PRECAST 395 468 on 884 jq I222 164OU 1859k 2180 395 sw 1072 111 701 2016 233) q TKE KLAIBERS IN PAREN111E59S ARE PERCENT RII3UCTIOtLS FOR OWE 40 FIEID ADDED REBAR, SEE G£N EW NOTE NO, 4 TYPE DEUCNATION F f + 7B1ID Yd01 1dNJ1 / L . 196110E9 DJ7TAN B11NTi} Y0f F1EdiR hT 0E3 RCA'ASY i t B009t> L mil i L 6^S$ Lii i3701B gEBM AT 1ao t5 RM* Al 1M is RM AT 5WIo4 of IMEL raw 8132 1IF25 ** 1 • 1; G41 •PRGDUCTI Gmz.•D L7-am Ana 17 91 UBID c Mpivi tg wida qu Ffatiu; ) xE!usfYDP .: C' EN , 0;:&eldingCodoNo u 9,L p ZPRORU;fi72 iyigpU uxPJmids 6.44 s dLmwp awl " 4mthotic7dntia/ - o , 03 TG T r - t i'.anm6 tktPhft PaW I u2 1%177Adifd 6" rol' 8 ORuei4twSEFFMEB, FL85584 , MCfT JiT1. 33>Sr%ed Taif'#. {h\iGi:ilVYIkL;at CF '{ Ks . ,. iTl2llit'1..i[ .' C.tYL2 r i O 1xdi,• *Yr7: Tx7Tt t !P:11'' J 3 .;;,,. go67ti aw o . WLZYGk E • •' .. hr ,1, 011 +YdelrreeT , - I[ ..T. IHak9a VIRMWz4vil It -_____ FifSYYi[