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2428 Waxwing Way (2)
7- c26ss-- SITE ID- 3E9E44. LOT: 14S_BLOCK HOUSE: 242E STREET: WAXWING WY CITY: SANFORD STATE: FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNT*. 909STAFCBUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 10/1WM17 PROGRAM: HERS(100% TESTER: EFL IECC: 2009 CLIMATE ZONE: PROPERTY OWNER: PROPERTY ADDRESS: 242E WAXWING WY, SANFORD. FL 32771 r TEST: BLOWER DOORsRESULT:.PASS—TESTER: Dave RwNle DATE: 04M1r201E N.,v.. '#s ] t ; cr' TEST NAME <i ti ^ "C M CORRECTION, NEEDED r"`+BUILDER ~ VERIFIED t; RATER VERIFIED aWA 5 1 Attic Access Panel (fully gasketed and insulated) X 5 2 Attic drop -down Stair (fully gasketed and insulated) X 5.4 Recessed Lighting Fixtures (ICAT labeled and sealed to drywall) X 5 5 Whole -house Fan insulated gasKeted to the opening X 7.3 Fresh air ventilation installed per program specs X Blower Door BD TargM BD Aduol II{I Rmm Pressure Tut BUILDING ORIENTATION ,' PROGRAM. VOLUME CU: CODE t XVOLUME CU. PROGRAM„ 1 SHELL " CODE ' v' SHELL SO: S(180-) N/A 11,196 0 0 PROGRAM, ',=-' f r 'CFM 50 O * t PROGRAM r' ACH 50 w - CODEt ; i ACH 60 PROGRAM 3 r' of Shell I • `" Y;"CODE" s-1 S ^'" % of Shall +' 0 11,306 7 1,035 15.55 Mew# Mat Bdrm 0 Bdrm 2 0 Bdrm 3 0 Bdrm E 0 Rm 1 0 Rm 31 0 Otrw 0 Bdrm 4 0 Rm 2 0 CO Detectors Energy Star OuellEed Ilarlcss9 Effldenl Ughting P ? EO or > Of Hardwired UgW Must Be CFL Or LED Low Flow Faucets, Talleb etc? Programmable Thermostat? X CertMed Green Program Level Requires Visual Inspection Mecharrinl Item Location• - ,rt MamAiWra Nime'" MudN N1 Model02 r ModN Ara " ' 1 S ModN N4' I SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM 1 FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NB030UNIT SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AHU (HEAT INTERIOR CARRIER FB4CNP030PUMP SYSTEM FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 I HVAC AHU (HEAT PUMP SYSTEM 3 FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL l 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 i. rBUILDINGCHARACTERISTICS ASDESIGN-VALUES -- r ASBUILT- VALUES s s COMMMENTS OF BEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS (REM) EXPOSED FLOOR (REMI NA NA k M , .`,+-BUILDING CHARACTERISTICS.i«, `-.' - J AS DESIGN- VALUES a ": '.AS BUILT :VALUES COMMMENT. - PROGR7,MABLE THERMOSTATS (PRIF) YES WATER HEATER TYPE (PRIF) CONVENTIONAL. u WATER HEATER FUEL TYPE (PRIF) 4 ELECTRIC WATER HEATER SIZE, EFFICIENCY 6 LOCATION PRIF INFILTRATION HOUSE LKG ACH REM NA, . ' Htq 5.55 Cig 5.55 ACH Q 50 Pascals FRESH AIR VENTILATION TYPE PRIF AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL M REM NA NA VENTILATION FLOW REQUIRED (REM) NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION it OF FANS REM NA NA VENTILATION TIME - HRS/DAY SPECIFIED (REM) NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR PRIF FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'S (PRIF) INTERIOR % OF CFL'S (PRIF) DISHWASHER PRIF REFRIGERATOR PRIF FOUNDATION TYPE PRIF SLAB TYPE PRIF SLAB AREA (PRIF) 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 Comments Y Canment Dete ATTIC INSULATION NOT INSTALLED AT TIME OF TEST 104111f2018 TEST: DUCT BLASTER RESULT: PASS TESTER: Dew Revell* DATE: O4/112018 i I TOTAL CONDITIONED FLOOR AREA 0.' 1,200CFASOFT) I _ - DUCT LEAKAGE TO OUTSIDE % TARGET 0.00% . 8.00% w TOTAL DUCT LEAKAGE % TARGET 0.00% 12.00% r. SYSTEM 1 SO FT. SERVED (CFA) 0 1.200 POST CONSTRUCTION a SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 0 - 96 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 41+' SYSTEM 1 DUCT LEAKAGE TO OUTSIDE ' Infinity% 3.424" CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUALY SYSTEM 1 TOTAL DUCT LEAKAGE T" SYSTEM 1 TOTAL DUCT LEAKAGE " SYSTEM 1 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET 0 144p- (CFM25) ACTUAL CFA) ACTUAL NaN% 0.00% SYSTEM 2 SO FT. SERVED (CFA) 0, v: , 0, I I SYSTEM 2 DUCT LEAKAGE TO OUTSIDE 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET 0 (CFM25) ACTUAL I (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE +0 ' " '', '0` SYSTEM 2 TOTAL DUCT LEAKAGE t y'. } SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM25)TARGET (CFM25)ACTUAL CFA)ACTUAL SYSTEM 3 SO FT. SERVED (CFA) 0 ; 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE 1 t CFM25) TARGETS,_ 0r,p, l (CFM25) ACTUAL ' (% OF CFA) ACTUAL ( ! SYSTEM 3 TOTAL DUCT LEAKAGE T 01 0 SYSTEM 3 TOTAL DUCT LEAKAGE 5 SYSTEM 3 TOTAL DUCT LEAKAGE (% OFf C i M25) TARGET (, (CFM25) ACTUAL CFA) ACTUAL SYSTEM 4 DUCT LEAKAGE TO OUTSIDE i' 1) ' SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25)TARGET +' 0 0 (CFM25)ACTUAL " (% OF CFA) ACTUAL e SYSTEM 4 TOTAL DUCT LEAKAGE''' 0 a 0SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (% OF + C IM25) TARGET . ty 1 ( CFM25) ACTUAL CFA) ACTUAL + * RI III nlNn RP;;rIFIrATInNS BUILDING CHARACTERISTICS ' AS DESIGN - VALUES AS BUILT - VALUES COMMMENT ' , DUCT LEAKAGE TO OUTSIDE (REM) NA 0.034 CFM25 / CFA - TOTAL DUCT LEAKAGE (REM) NA 0.12 CFM25 / CFA — ... FLOW RING (PRIF L 6 D 5 Job Address: " V. r tin p ` r, SEP - 5 2017 6 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No • I I a Documented Construction Value: S 95 01I l(p$SS pO 1-Q_% UU w,r,"a; L y .f:)g rv, .A aan-11 Historic District: Yes No Parcel ID: 17-20-31-502-0000- lLltSo Wyndham Preserve Lot 1 `}S Residential ® Commercial Type of Work: New ® Addition AlterationEl Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person:' Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com I Property Owner Information Ni ame Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 No City, State Zip:., Lake Mary, FL 32746 State License No,: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA Bonding Company: NA Address: E- mail: sives@mulhemkulp.com 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, heaters, tanks, and air conditioners, etc. i FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5i° Edition (2014) Florida Building Code t i Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit 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 Shayne Mange, NOTARY PUBLIC; STATE OF FLORIDA Comm# GG11311 1 Owner/Agent is!*erson-W%M2P02Me or Produced ID Type of ID gbl I Signature of Contractor/ Agent Date a'P& W`1( Print Contractor/Agent's Name H Signature Contractor/Agent is Produced ID 4913i 14- orid he ne Date tY angel NOTARY PUBLIC iSTATE OF FLORIDA Comm GG113111 Ex es 6/21/202•i Personally Known to Me or Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building x Electrical [B Mechanical© Plumbing© Gas Roof Construction Type: Occupancy Use: Q3 Flood Zone: ),-,5Ee 4'CTAU{ED Total Sq Ft of Bldg: 11'1 Min. Occupancy Load: 9 # of Stories: New Construction: Electric - # of Amps Ism Plumbing - # of Fixtures S -5 Fire Sprinkler Permit: Yes No F # of Heads APPROVALS: ZONING: 0 UTILITIES: COMMENTS: Fire Alarm Permit: Yes No Q WASTE WATER: ENGINEERING: TA-,C. O1-1- 11 FIRE: BUILDING: sF 1 i - z q- t7 iOk to construct single family home with setbacks and impervious area I shown on plan. 5?-- 7010 ime, t2-00 A-- \aiii1 S - T, &R. Revised: June 30, 2015 Permit Application 1--L(055 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100006 DATE: September 14, 2017 BUILDING APPLICATION #: 17-10000651 BUILDING PERMIT NUMBER: 17-10000651 UNIT ADDRESS: WAXWING WAY 2428 17-20-31-502-0000-1450 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INVESTMENTS LLC ADDRESS: 27 N SUMMERLIN AVENUE ORLANDO FL 32801 LAND USE: SFR DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2428 WAXWING WAY / LOT 145 SFR WYNDAM PRESERVE. FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Hou ing 705.00 ROADS -COLLECTORS Ns/A 1.000 dwl unit 705.00 Single Family HousAing .00 1.000 dwl unit 00 FIRE RR 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 SCHOOLS CO -WIDE ORD 1.000 dwl unit 54.00 Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS 00 LAW ENFORCE N/A DRAINAGE N/A 00 AMO ,759.00 STATEMENT %J RECEIVED BY %( h (/ SIGNATUR PLEASE PRINT NAME) DATE: O NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIF O ER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT TFjIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIR RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THt 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 PLAN IMPLEMENTATION 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 'POP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Shayne Mangel From: Blanton, Deborah <DEBORAH.BLANTON@Sanfordfl.gov> Sent: Tuesday, December 5, 2017 11:05 AM To: Shayne Mangel Subject: 2428 WAXWING WAY I Total due: $ 13,619.46 Debbie Blanton Building Permit Coordinator Building & Fire Prevention Division CITY OF Sk 4FORD r DEPARTMENT City of Sanford 300 N Park Ave Sanford FL 32771-1244 Phone # 407.688.5061 Fax # 407.688.5152 Debbie. Blanton (@sanfordfl.eov www.sanfordfl.gov PLEASE NOTE: Florida has a very broad public records law. Any written communication to or from City officials regarding City business is a public record available to the public and media upon request. Your e-mail communications may be subject to public disclosures. 10 1 Job Address: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: PP , Documented Construction Value: S 9 S, .3 q I Historic District: Yes No Parcel ID: 17-20-31-502-0000- JLtSO Wyndham Preserve Lot 1 `} S Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fax: 407-647-0700 State License No.: No CGC1522347 Architect/Engineer Information Name: Mulhem & Kufp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: Address: NA Mortgage Lender: M Address: NA 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 COMMMENCEMENT. 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: 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 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 ofFlorida Lien Law, FS 713. The City of Sanford requires payment ofa 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. Si of No State of Florida Date Shayne Mangei NOTARY PUBLIC STATE OF FLORIDA Comm# GG11311 ; Owner/Agent is!VersonE 9 n FW Me or Produced ID Type of ID Signature ofContractor/Agent Date Print Contractor/Agent's Name oS1 aa-jU _11/%ayV24 00 14- Signature of Notdry-Statftaf Floridtha ne Date Y Mangel NOTARY PUBLICsSTATEOFFLORIDA Comm GG113111F19QEXes6/2 1I202 •i Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: 9-A17 WASTE WATER: 1'7 A610100Q1141A Revised: June 30, 2015 Permit Application THIS INSTRUMENT PREPARED BY: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124 Lake Mary. FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: 111111111111 I1i1 11111111111111111111111 GRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT h COMPTROLLERBY, 8986 Ps 1162 (IPss) CLERK'S * 2017091535 RECORDED 09/07/2017 11:49:05 AM REC(II !:ING FEES $10.00 RECORDED BY hdevore Parcel ID Number. 17-20-31-502-0000-14SO The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Wyndham Preserve, PB 81 Pgs 93-102. Lot 14-S Address: 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 Lienot's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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 penalties of erJ , I eclare th have read the foregoing and that the facts stated In It are true to the best of m edge nd of. pPnees Sigripfure Owners Printed e I ;:•, '..: Florida Statute 7 .73(1)(g): - The owner must sign the notice of commencement and no one else may be permltt to sign in Na or her stead.' r_. J State of County of The foregoing Instrument was acknowledged before me this day of . TO by Who is personally known to Name of person maldnoatement OR who has produced Identification type of identification produced: ' : Sheyne Mengel Q NOTARY PUBLIC STATE OF FLORIDA _f nQ Comm# GG113111 J Notary Signature Expires 6/21/2021 City of Sanford Planning and Development Services 4871 Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 242e waxwing way Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1450 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY,' Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: 0 floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 17-2655 Reviewed by: Michael Cash, CFM Date: September 7, 2017 A D Application for Paved Driveway, Sidewalk or . U Walkway Including Right -of -Way Use & 0 _187_ Landscaping in Right -of -Way www.sanfordfl.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 xnow031'sbelow. size and location of the existing right-of-way and use shall be provided or application could be delayed. Call biters youdig. 1. Project Location/Address: yam$ 2. Proposed Activity: Driveway 3. Schedule of Work. Start Date 1 Ay"'. A F-t— Walkway Other: Completion Date Emergency Repairs 4. Brief Description of Work: C VU-a- 3 This application ' u (ted by. Property - - 1 Signature: • Print Name: c )dl-r nu Address: 10LA taco 25,x Phone:r{p ?04- c.o Fax: tEt1'i-t.1-I- 6-700 Email:lflcw r%c. (Y\utr c,.Date: 6-2) Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall Include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, 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 costto 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, pena bes, 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 theS',lts right-of-way. I have ydad and Signature: Pre -pour Inspection by: Application No: _ Reviewed: Public Works above statement and by signing this application I agree to Its terms. Date: $ - 31 " n This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pre -pour inspection. Date: Official Use Only Fee: Date: Utilities Approved: Engineering VWJ4 W/ Site Inspected by - Special Permit Conditions: Date: Date: Date: - (, ] —1 Date: November 2015 ROW Use Driveway.pdf L6-r lq S Revision / City of Sanford Response to Comments COY Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # — SS Submittal Date— Project Address: I Contact: Ph: Fax: Email: @ -c- l g - m e- L c`11'1 Trades encompassed in revision: El/Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: 1 rlti S _ Cr c o ROUTING INFORMATION Approvals Shayne Mangel Lc r G '4S From: Fiorey, Steve <Steve.Fiorey@Sanfordfl.gov> Sent: Wednesday, November 15, 2017 11:25 AM To: Shayne Mangel Cc: Jeff Oliver Subject: RE: Lot 6 Attachments: Lot 145 - Original Truss Manufacturer Layout.pdf, Lot 145 - Revised Truss Manufacturer Layout.pdf, Lot 145 - Truss Engineering Profile Package.pdf OK I used my markup software to hopefully make sense of this... Lot 145 has some issues as well. See the attachments.. These are all for Lot 145 You submitted a revised truss layout from the truss manufacturer to match the plans — which it does, except for 2 truss ids. The problem is, now the actual engineering package that shows each individual truss was for either a different model, but the engineering package does not match the revised truss placement diagram (layout from the truss manufacturer). I know its confusing, that's why I used my markup tool to help make sense of it. I have a meeting in 7 minutes... I'll put something together for Lot 6 so you can see that. I also copied Jeff on this email so he can take a look. Steve Fiorey, CBO ' Residential Plans Examiner Buildine and Fire Prevention Division From: Shayne Mangel [mailto:shayne.mangel@starlighthomes.com] Sent: Wednesday, November 15, 2017 10:44 AM To: Fiorey, Steve <Steve.Fiorey@Sanfordfl.gov> Subject: RE: Lot 6 Are you kidding me? Is this the one you are talking about? 5_ The truss layout on the plans does not match the truss engineering or truss layout from the truss manufacturer — specifically the front porch area. Please revise accordingly. FBC 107 SHAYNE MANGEL Permitting Coordinator Starlight Homes - Central Florida STARLIGHTHOMES 1064 Greenwood Blvd., Suite 124 1 Lake Mary, FL 32746 D 407-647-3700 F 407-647-0700 shayne.mangel(a)starlighthomes.com I starlighthomes.com From: Fiorey, Steve [mailto:Steve.Fiorev@Sanfordfl.gov] Sent: Wednesday, November 15, 2017 10:39 AM To: Shayne Mangel <shayne.mange)@starlighthomes.com> Subject: Lot 6 Shayne-just started looking at the answer to comments. We still have an issue with Lot 6. The revised truss plan page is the exact same as the original one you removed. Truss ids are wrong, the spacing of trusses, missing trusses, and measurements are all wrong... same as it was before. It looks like whatever they sent you wasn't revised (the plan page) Steve Fiorey, CBO Residential Plans Examiner 1 Revision / Response to Comments C Permit # Project Address: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date Contact: --o— I Ph:-1. ( Q Fax: Email: l hc>m-e.S , CE V1, Tradesencompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water' General description of revision: ss ROUTING INFORMATION r Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building CQVAV4 +n It -t5'11 CITY OF SANFORD FIRE DEPARTMENT Building & Fire Prevention DIV on PLAN REVIEW COMMENTS " •' Application Number: 17-2655 Date: 10/31/2017 Project Description: New SFR Contact Name: Shayne Mangel Job Address: 2428 Waxwing Way Contact Email: Shayne.Mangel(a)starlighthomes.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.Qov. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. 2ND REVIEW COMMENTS: The following comment from the initial review has not been answered: 5. The truss package submitted doesn't match the truss layout on the plans — specifically at the front porch. The truss lengths, bearing points, spacing and location are different. Please revise accordingly FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrivaL Respectfully, Steve Fiorey, CBO Residential Plans Examiner 1- r Revision Response to Comments 211/ Permit # d-u Project Address: Contact: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building @s- t- I dfLgi v Submittal Date, 10 1 A Ph: "(7i t ro? (-) is 0I Fax: Email:l s"fio'r l 144 r Dr,\eS . c.o Trades compassed in revision: General description of revision: Building 1{ ,,$ -- o. G • py (z4Q*C c- Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building ROUTING INFORMATION Approvals 11'00O W PS 169.3/ 1 7 W- CITY OF y 2 D SX FORD FIRE DEPARTMENT PLAN REVIEW COMMENTS Building & Fire Prevention Division Application Number: 17-2655 Date: 10/10/2017 Project Description: New SFR Contact Name: Shayne Mangel Job Address: 2428 Waxwing Way Contact Email: Shavne.Mangel(a)starlighthomes.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two conies ofaffected plan sheets and/or supplemental information as requester/ Permit submittals will not be accepted without two copies. COMMENTS: 1. The plans include different elevations. The plans are required to be site specific. Only the specific elevation and any corresponding details or floor plans should be depicted on the plans. In addition, the index on the cover sheet should be revised to only include the specific pages that exist in the plans. FBC 107 2. The Floor Plan doesn't show the required attic access. Please revise the plan page to show the attic access for clarification. FBC 107 3. The Electric Page specifies a 200 amp service while the electric load calculations specify a 150 amp service. Please either revise the electrical page or the electric load calculations to show the correct service size. FBC 107 4. The A/C condenser is required to be shown on the plans irkthe approved location as shown on the plot plan. All applicable plan pages and any electrical details need to be revised, placing the condenser at the rear of the house. FBC 107 5. The truss package submitted doesn't match the truss layout on the plans — specifically at the front porch. The truss lengths, bearing points, spacing and location are different. Please revise accordingly FBC 107 i 6. The VTR (venting through the roof) for the Washing Machine is required to be minimum 2 inches. The plumbing riser shows 1 '/z inches. Please revise the riser accordingly. FBC 107, FBCR P3109.4 7. The Product Approval packages are required to be site/lot specific. There is product approval submitted for a sliding door, however no sliding door is being installed on the house. A swinging door is being installed at the rear of the house. Please provide product approval and corresponding installation instructions for the swinging door. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetines with the plans examiner to discuss comments will reauire an appointment, arranged by Phone or email prior to arrival. i Respectfully, Steve Fiorey, CBO Residential Plans Examiner i - nW STARl1GHT ASHTON'WOODS, HOMES September 22, 2017 Shayne Mangel STARLIGHT HOMES—ORLANDO 1064 Greenwood Blvd. Suite 124 Lake Mary, FL 32746 Subject: Brisson East/ Wyndham Preserver Permitting Comments Plans updated for thefollow codes based on review comments on the Architectural plan set FBC 107 Reference: Addressed the following comments 1. Plans must be a site specific plan set 2. Index on cover page should be consistent to the pages present in lot specific plan set. 3. Remove Call out for 200AMP if it was present Shayne, Per your request we have addressed the Architectural reference items on the enclosed site specific plans sets. Please use the new site specific plan for your resubmittal. We have revised these comments and will include them on any future lot specifics plans. If you have any questions or would like any further clarification, please feel free to contact our office. Respectfully, r Adam Weaver Vice President of Purchasing and Starlight Product Development Ashton Woods - Corporate Headquarters 1405 Old Alabama Road, Suite 200 1 Roswell, GA 30076 CITY OF S ------ i- ORD _ FIRE DEPARTMENT PLAN REVIEW COMMENTS Building & Fire Prevention Division Application Number:17-2655 Date:10/10/2017 JZOD Project Description New SFR Contact Name: Shayne Mange[ Job Address: 2428 i Waxwing Way Contact Email: Shayne.Manpel(a starlighthomes.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies ofaffected plan sheets and/or COMMENTS: Vlans include different elevations. The plans are required to be site specific. Only the specific elevation and any corresponding r floor plansshould be depicted on the plans. In addition, the index on the cover sheet should be revised to only include the pages that exist in the plans. FBC 1 7 Y3Thce Floor Plan doesn't show the required attic access. Please revise the plan page to show the attic access for clarification. 107 Electric Page specifies a 200 amp service while the electric load calculations specify a 150 amp service. Please either revise ectrical page or the electric load calculations to show the correct service size. FBC 107 4, TW A/C condenser is required to be shown on the plans in the approved location as shown on the plot plan. All applicable plan rpa es and any electrical details need to be revised, placing the condenser at the rear of the house. f FBC 107 5. The ss package submitted doesn't match the truss layout on the plans — specifically at the front porch. The truss lengths, bearing p , spacing and location are different. Please revise accordingly FEtt 107 6. TlJ VTR (venting. through the roof) for the Washing Machine is required to be minimum 2 inches. The plumbing riser shows 1 '/z in s. Please revise the riser accordingly. FBC 107, FBCR P31I9.4 7. The Pro ct Approval packages are required to be site/lot specific. There is product approval submitted for a sliding door, however no slid' door is beIng installed on the house. A swinging door is being installed at the rear ofthe house. Please provide product approval and corresponding installation instructions for the swinging door. FBC 107 1 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. I Respectfully, Steve Fiorey, CBO Residential Plans E REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit# 11- 7_&<< Address: 7947_k t-jwvwr_ie- _,•. 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 F:'1E CTRICAL'PERMIT--•." : sr t •;":t.;.n aT _.,,.r»s.-, Min Max Inspection Description 10 Footer / Slab Steel Bond 20 30 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 yj ?+•x,le Mr:.v- Ui Srw;,3.w.-t4.f't,'"-7,.ur1VIEGHAIVIUVPERMIT,*"c=Y '' Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY r h s FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida, Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 145 - 1200 TR Builder Name: Starlight Homes Street: a}a% W a y,u,; Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 u Permit Number: # 17 - 2 6 CJ 5Owner: !- - \ a.Atl1/7_' Jurisdiction: `q1s-0 Design Location: FL, Sanfo County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1356.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1153.50 ft' b. Frame - Wood, Adjacent R=13.0 202.46 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1200.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1200.00 ft2 6. Conditioned floor area above grade (ft) 1200 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= 11. Duct R ft2 7. Windows(117.4 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 240 a. U-Factor: Dbl, U=0.34 117.36 ft2 SHGC: SHGC=0.26 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 24.0 SEER:14.00 c. U-Factor. N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 24.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.767 ft. Area Weighted Average SHGC: 0.260 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (1200.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1200.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft° 15. Credits Pstat Glass/Floor Area: 0.098 Total Proposed Modified Loads: 41.84 PASSSSTotalBaselinetoads: 42.55 I hereby certify that the plans and specifications covered by Review of the plans and t1iE STq?. this calculation are in compliance with the Florida Energy specifications covered by this yO ,. ` _ Code. calculation indicates compliance F0 YZeA 11 e/ with the Florida Energy Code. PREPARED BY: Before construction is completed z DATE: this building will be inspected for compliance with Section 553.908 L(U I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy ode. COD WE'f¢ OWNER/ ENT. _ BUILDING OFFICIAL: DATE. DATE: / 7 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 6/17/2017 12:46 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 I FORM R405-2014 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 145 - 1200 TR User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1200 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole !Mouse Fan: No Address.Type: Lot Information Lot # 145 Block/SubDivision: Wyndham PlatBook: Street: County: Seminole City, State, Zip: Sanford , FL. 32773 CLIMATE V Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1200 11160 SPACES Number Name Area - Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1200 11160 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 122.5 ft 0 1200 ft' 0 0 1 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emil Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 1342 ft' 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC v # o Type Ventilation Vent Ratio (1 in) Area RBS IRCC r 1 Full attic Vented 300 1200 ft' N N CEILING Ceiling Type Space R-Value " Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1200 ft2 0.1 Wood 6/17/2017 12:46 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar qOSpace 1 N Exterior Concrete Block - Int Insul Main 4.1 29 0 9 5 273.1 ft' 0 0 0.6 2 E Exterior Concrete Block - Int Insul Main 4.1 42 6 9 5 400.2 ft' 0 0 0.6 0 3 S Exterior Concrete Block - Int Insul Main 4.1 8 0 9 5 75.3 ft' 0 0' 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 43 0 9 5 404.9 ft' 0 0 0.6 0 5 S Garage Frame - Wood Main 13 21 6 9 5 202.5 ft' 0 0 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Wood Main None 39 3 6 10 20.5 ft' 2 S Wood Main None 39 2 9 6 10 18.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 n 1 Vinyl Low-E Double Yes 0.34 0.26 19.4 ft' 1 ft 0 in 1 ft 0 in None None 2 n 1 None Low-E Double Yes 0.34 0.26 8.0 ft' 1 ft 0 In 1 ft 0 in None None 3 n 1 None Low-E Double Yes 0.34 0.26 18.0 ft' 1 ft 0 in 1 ft 0 in None None 4 e 2 None Low-E Double Yes 0.34 0.26 18.0 ft' 1 ft 0 in 4 ft 0 in None None 5 w 4 None Low-E Double Yes 0.34 0.26 18.0 ft' 1 ft 0 in 1 ft 0 in None None 6 w 4 None Low-E Double Yes 0.34 0.26 18.0 ft' 6 ft 0 in 1 ft 0 in None None 7 W 4 None Low-E Double Yes 0.34 0.26 18.0 ft' 1 ft 0 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 424 ft' 424 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1302 71.48 134.43 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF•8.2 24 kBtu/hr 1 sys#1 6/17/2017 12:46 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 24 kBtu/hr 720 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply -- Return - Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 240 ft' Main 60 ft° Prop. Leak Free Main cfm 36.0 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinH Feb [[ ]] Mar Jan Feb IX] Mar Apr May [X] Jun Xj Jul Au APr E i May [ )Jun E ]Jul Au[ WX Se [ Sep ( Oct Nov Oct i Nov Dec fXDecVentin Jan Feb [X Mar A r ( May [) Jun (j Jul Aug Sep [X Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 IQ 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 66 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 Wafts HRV Heating System Run Time Cooling System Runtime Vent 50 0 0 1 - Electric Heat Pump 1 - Central Unit 61l7/ 2017 12:46 PM EnergyGauget USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 1 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: N/A SHGC: c. U-Factor. NIA 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 Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1153.50 ft' b. Frame - Wood, Adjacent R=13.0 202.46 ft= 1 c. N/A R= ft' 3 d. N/A R= ft= 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1200.00 ft' 1200 b. N/A R= ft2 Area c. N/A R= ft2 117.36 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Main, AH: Main- 6 240 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 24.0 SEER:14.00 ft2 1.767 ft. 0.260 Insulation Area R=0.0 1200.00 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: `'},Q,2 Date: IO-xq Address of New Home: 04>,- ` Irk, City/FL Zip: ,dF-e-- kBtu/hr Efficiency 24.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat yOF'CHE STgT O 1E Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/17/2017 12:46 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 LN FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 145 - 1200 TR Builder Name: Starlight Homes 4 Street: Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number. Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with.the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier.^ Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces_ Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/17/2017 12:46 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 r FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 145 - 1200 TR Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1200 sq.ft. Cond. Volume: 11160 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data I HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling and shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Healing 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: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 04,oiE S7.42. v - . --0- -Sb. a 6/17/2017 12:46 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 f FORM R405-2014 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct leakage Test Report Performance Method Project Name: Lot 145 - 1200 TR Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide byLeakage Total Conditioned Floor Area) Qn,Out) I certify the tested duct leakage to outside, Qn, is not greater than the proposed duct leakage Qn specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: 6/17/2017 12:46 PM r Duct tightness shall be verified by D&TE4E Srg testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. f COD W1;' BUILDING OFFICIAL: DATE: EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 R r r10 Project Summary Job: Starlight - Wyndham wrightsoft° Y Date: 4/14/2017 Entire House By: Energy Air, Inc Plan: 1200 S Atlantis 5401 Energy Air, Ct, Orlando, FL 32810 Phone 407-886-3729 Email: GRenner@energyair.com Web: wmv energyair.com Project• • For: Lot 145 - 1200 TR, Starlight Homes Sanford, FL 32773 Notes: Design Information Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 26, °F Design TD 18 °F Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Heating Summary Structure 12063 Btuh Ducts 1440 Btuh Central vent (50 cfm) 1410 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 14914 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heating Co12nOg Area (ft2) 1201 9 Volume (W) 11287 11287 Air changes/hour 0.31 0.16 Equiv. AVF (cfm) 58 30 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model _ CH14NBO240000A AHRI ref 7699864 Efficiency 8.2 HSPF Heating Input Heating output 22200 Btuh @ 47°F Temperature rise, 23 °F Actual air flow 899 cfm Air flow factor 0.067 cfm/Btuh Static pressure 0.50 in H2O Space thermostat Backup: Input = 6 kW, Output = 19028 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 12160 Btuh Ducts 1809 Btuh Central vent (50 cfm) 962 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 14931 Btuh Latent Cooling Equipment Load Sizing Structure 1691 Btuh Ducts 265 Btuh Central vent (50 cfm) 1477 Btuh Equipment latent load 3434 Btuh Equipment total load 18365 Btuh Req. total capacity at 0.75 SHR 1.7 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO240000A Coil FB4CNP030L AHRI ref 7699864 Efficiency 11.5 EER, 14 SEER Sensible cooling 16650 Btuh Latent cooling 5550 Btuh Total cooling 22200 Btuh Actual air flow 899 cfm Air flow factor 0.064 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.81 Capacity balance point = 35 °F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrllghtsoft' Right -Suite® Universal 2017 17.0.08 RSU17013 ACC', ...Speufic\Wyndham Preserve\Lot 145 - 1200 TR.rup Calc = W8 Front Door faces: S 2017-Jun-17 12:44.50 Page 1 wrightsoft• Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone 407-886-3729 Email GRenner@energyair.com Web www.energyair.com For: Lot 145 - 1200 TR, Starlight Homes Sanford, FL 32773 Design Conditions Job: Starlight - Wyndham Data: 4/14/2017 By: Plan: 1200 S Atlantis Outdoor design DB: 92.6°F Sensible gain: 14931 Btuh Entering coil DB: 76.0°F Outdoor design WB: 75.9°F Latent gain: 3434 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 18365 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0240000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 16008 Btuh 107% of load Latent capacity: 4750 Btuh 138% of load Total capacity: 20758 Btuh 113% of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 44.2°F Heat loss: 14914 Btuh Entering coil DB: 68.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0240000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 22200 Btuh 149% of load Capacity balance: 35 °F Supplemental heat required: 0 Btuh Economic balance:-99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.6 ' kW 128% of load Temp. rise: 50 °F Meets are all requirements ofACCA Manual S. 2017-Jun-17 12:44 50 wrightSOft' Right -Suite® Universal 2017 170.08 RSU17013 Page 1 OCCX ...Specific\Wyndham Preserve\Lot 145 - 1200 TR.rup Calc = MJB Front Door faces S r , • Job: Starlight -Wyndham wrightsoft° Duct System Summary Date: V1412017 Entire House By: Energy Air, Inc Plan: 1200 S Atlantis 5401 Energy Air, Ct, Orlando, FL 32810 Phone. 407-886-3729 Email GRenner(Benergyair.com Web v&m.energyaiccom For: Lot 145 - 1200 TR, Starlight Homes Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.306 in/100ft 899 cfm Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.306 in/100ft 899 cfm 92 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H.x W in) Duct Mat[ Actual Ln (ft) Ftg.Egv Ln (ft) Trunk ba2 h 682 45 27 0.380 4.0 Ox 0 VIFx 3.8 70.0 bed2 c 1605 91 103 0.326 6.0 Ox 0 VIFx 10.8 75.0 bed3 h 1749 116 111 0.322 6.0 Ox 0 VIFx 12.1 75.0 fam-din-kit c 2625 132 169 0.359 7.0 Ox 0 VIFx 2.9 75.0 fam-din-kit-A C 2625 132 169 0.329 7.0 Ox 0 VIFx 10.2 75.0 fam-din-kit-B C 2625 132 169 0.306 7.0 Ox 0 VIFx 16.5 75.0 m be h 818 54 26 0.318 5.0 Ox 0 VIFx 13.1 75.0 m bed h 2877 192 117 0.322 7.0 Ox 0 VIFx 11.9 75.0 We C 128 4 8 0.361 4.0 Ox 0 VIFx 7.5 70.0 Return Branch Detail Table Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox0 899 899 0 0 0 0 Ox 0 VIFx Bold/italic values have been manually overridden 2017-Jun-17 12 44 50 wrightSOft• R,ght-Suite® Universal 2017 17.0.08 RSU17013 Page 1 XCA ...Specific\Wyndham Preserve\Lot 145 - 1200 TR.rup Calc = WS Front Door faces S 9 Job M Starlight - Wyndham, Performed for: Lot 145 - 1200 TR Sanford, FL 32773 Level 1 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyair.com Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.08 RSU17013 2017-Jun-17 12 45 00 m Preserve\Lot 145 - 1200 TR.rup a Uo V N cn C.n U9 Al 1Ryp"P3 z,oD BP 11- I&GS WYNDHAM PRESERVE - LOT 145 ZONING PLOT PLAN 2, o W - Ok to construct single family home I mN II L 00 _ with setbacks and impervious area rl shown on plan. 52 • %% -imp. IDID W LOT 139 LOT 138 I' LOT 137 v a 0 °c c S89040 "51 "W U 40.00' o z°vvtim p, M rri 10.0 O O A/C C N a] O v C7 o PAD L D a I O 5.5 29.0 5' PROPOSED 1 STORY RESIDENCE W W*DHAM PRESERVE 2428 WAXWING II LOT .14S O WAY n i O Proposed) 1200'ATLANTIS w POINT OF ELEVATION - T MENCEMENT GARAGE - RIGHT r` O VI jg g SetbacksCORNEROFTHE RTHEAST 1/4 OF 5.5 5.7 I Setbacks: Per construction plans forTNORTHWESTCTION17-20=31 CCR 55989 c=i FF)r 30.5 WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. tO6 2.3 LOT 146LOT144 • o O>t o Front 25' w LOT .145 Rear = 20' AREAO Side = 5' WESTERLY LINE OF O 4,400 S.F. ± THE NORTHEAST 1/4 OF SEC 17-20-31, cc CD BASIS OF BEARING) c 21.0 DIA NSION NOTE: rnLO W '- o'`' 16.0' 5'S Proposed building dimensions hereon theshownareof exterior. 03 I w POINT OF a Ln N BEGINNING w f'' BUILDING LAYOUT NOTE: o N a 1k 10' UTILITY Contractor and owner ore to verify all N89'40'51 "E j EASEMENT (Pi setbacks, building dimensions, and layout shown hereon prior to any construction, and 336.00% 00' N89'40'51 immediately advise GeoPoint Surveying, Inc. ofLaIanydeviationfrominformationshownhereon. PROPOSED 5' Failure to do. so will be at users sole risk. rPCP— CENTER, LINE WAXWING WAc NcCURB iY 050' RIGHT—OF—WAY PRIVATE ROAD) S89' 40'51 "W 606.15' pCpJ LEGAL DESCRIPTION DESCRIPTION: A parcel of land lying in Section 17, Township 20 South, Range 31,East, Seminole County, Florida, and being more particularly described as follows:. COMMENCE at the Northwest comer of'the Northeast 1/4 of said Section 17, ruri thence along the West line of the Northeast 1/4 of said Section 17, S.00°19'09"E., a distance of 599.64 feet; thence N.89"40'51"E., a distance of 336.00 feet to the POINT OF BEGINNING; thence N.89'40'51"E., a distance of 40.00 feet; thence S.00°19'09"E., a distance of 110. 00 feet; thence S.89040'51"W., a distance of 40.00 feet; thence'N.00019'09"W., a distance of 110.00 feet; to the POINT OF BEGINNING. Containing 4,400 Square feet, more or less. rtr - roof tqw menx LEGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk LB -Licensed Business BFP- Backflow Preventer Si ht Distance Easement 9S - Survey PRM -Permanent Ref. Monument R - Reported PCP -Permanent Control Point D - Description FP&L -Florida Power do Light P - Plat FFE -Finish Floor Elevation D. .- Deed Book Water Meter O. R.-Official Records Book D4-Water Valve P. B. -Plat Book r-nre Hydrant Pg. — Page - RC®—Recloimed Water Meter Elev. — Elevation RCD4—Reclaimed Water Valve Conc.— Concrete Cable Box BP — Brick Paver m —Telephone Box SW — Sidewalk EI—Electric Box FFE — Finished Floor Elevation 0 —Utility Pole Cl — Curb Inlet Guy Pole GTI— Grote Top Inlet Light Pole P. U.E.—Public Utility Easement Guy Anchor RCP — Reinforced Conc. Pipe OU--Overhead Utilities PVC — Polyvinyl Chloride m—Storm, Sewer Manhole NCS— No Comer Set (Falls in Water) G—Sanitary Sewer Manhole SF — Square Feet DNo —Electric Handhole D. U.E.—Drainage/Utilittyy Easement Coo —Clean Out FMGD— MAG NAIL do DISK' XvM—Irrigation Control Valve P. K.—Parker Kolon Nail Sign SIR — Set 1/2" Iron Rod LB7768 N'D4—Gate Water Valve SPKD — Set P.K. & Disk LB7768 Gas Meter FIR — Found 1/2" Iron Rod LB7768 11 —Existing Grade F1P — Found 1/2' Iron Pipe LB7768 CI —Blow—off Valve FPKD— Found P.K. Nail do Disk LB7768 I —Drainage now Direction FCM — Found 4'x4" Concrete Proposed Design Grade Monument PRM LB7778 Note: Some items in above leaen Ae— Built/Existin Grad mar not be CDoglicable) Description I Date I Dwn. Ck'd IP.C. lOrder No. REVISED AC PAD 1 9/06/17 1 JE IJDL SURVEYOR' S NOTES: 1. Current title 'information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other' similar litems shown hereon were token from engineering plans and are subject to survey. 3. aevotions shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades do finished floor elevations shown hereon are from the construction plan for "WYNDHAM PRESERVE", City of Sanford Seminole 'County, Florida. I 5. This Plot Plon'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) PLOT PLAN ONLY I( NO iurlLsS'Lfi[L' For JPi0H*k>dATLY) e) • ge Nub /V J es D. rieviner LS6915 F10RIDAPROFESSION/1'd{VEl1 R, i tPPEJQ .... .._... NOT VALID WITHOUT"#iL WRATUROWTHE ORIGINAL LOT AREA CALCULATIONS LOT 4,400 SQ.FT. LIVING AREA- 1200 SQ.FT. GARAGE 424 SQ.FT'. PORCH_ = 75 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO = 100 SQ.FT. WALKWAY 109 SQ.FT. A/ C PAD 9 SOFT. IMPERVIOUS= 52.7 R SOD = 2,078 SQ.FT. OFF LOT AREA CALCULATIONS R/ W 1,000 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 200 SQ.FT. SOD 126 SQ.FT. TOTAL AREA 07r. AREA _ 400 DRIVEWAY - 519 SQ.FT. SIDEWALK - 309 SQ.FT. SOD = 2.204 SQ.FT. 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: PROPOSED LOT 145, according to the plat of "WYNDHAM PRESERVE", City of Sanford, 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: MTP I Checked: JDL I P.C.: Data FlIe:BrissonEast-Plat Date: 6/23/17 Dwg:11fawEost-W145 Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: ypical 150 Amp Electrical Diagram O 150 Am p Main r120V / 240V RECORD COPY Typical 150 Amp Interior Panel 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL EC 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp Concrete Encased Electrode 17-2655 RECORD COPY PJ&LM1E1Rj2 CELECTRIC Starlight Homes 1200 Atlantis, Wyndham Preserve LOAD CALCULATION June 9, 2017 I. HVAC LOADS (NEC 2011 - 220.82(C)(3) - (4)) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 2.00 TON 3.60 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 5 00 KVA 0.67 5.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 9.27 KVA TOTAL LOAD FOR COMPRESOR @ 100% 3.60 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 3.69 KVA TOTAL HVAC DEMAND LOAD 7.29 KVA II. GENERAL LOADS (NEC 2011 - 220.82(B)(1) - (4)) LIGHTING 1200 Sq Ft @ 3VA/Sq. Ft 3.60 KVA Qty KVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA l 1.5 LAUNDRY CIRCUIT 1.50 KVA 1 5 DRYER CIRCUIT 5.00 KVAJ\\,'DING5STACKWASHER/DRYER 0 1 4.5 WATER HEATER (1) 4.50 KVA 4.5 WATER HEATER (2) S ANti 1 1.2 DISHWASHER = 120 KVA 1 0.8 DISPOSAL(1) CPAR 0.80 KVA 0.8 DISPOSAL(2) 7.2 RANGE/OVEN (1) 1 12 RANGE/OVEN (2) # 1 7- 2 6 5 5 12.00 KVA 7.2 COOKTOP CIRCUIT 7.2 SUMMER KITCHEN/JENAIR 1 2.5 MICROWAVE CIRCUIT 250 KVA 4.8 JACUZZI TUB CIRCUIT 12 50AMP SAUNA/WHIRLPOOL 7.2 30AMP POOL CIRCUIT 14.4 60AMP POOL CIRCUIT 19.2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 34.10 KVA 1ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 9.64 KVA SUB -TOTAL (GENERAL LOADS) (NEC 2011 - 220.82(B)) 19.64 KVA HVAC LOADS 7.29 KVA GENERAL LOADS 19.64 KVA TOTAL DEMAND LOAD [NEC 2011 - 220.82(A)l 26.93 KVA MINIMUM SERVICE SIZE 112.19 AMPS RECOMMENDED SERVICE SIZE 150 AMPS RECORD COPY ro s r n City of Sanford Building and Fire Prevention L, E)-V l Product Approval Specification Form 1 7 - 2655Permit # Project Location Address SANFORD 0< 110ARTti 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.floridabuildin-g.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 FL15000-R2 Sliding MI Windows & Doors 420 FL15332-R2 Sectional Wayne Dalton 5120/6100/9100 #0230 FL9174.3-R11 Roll U Automatic Other 2. Windows Single Hung Silverline Bldg Prod. Corp. Series 2900/4900 Single Hung FL19715-R2 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Aluminum Coils Mastic Endurance FL12194-R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed CorpRoofin CertainTeed Asphalt Shingles FL5444-R10 Underla ments InterWra , Inc Underla ments FL15216-R2 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 Aluminum Roof Louver FL3792-R8 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Cast -Crete USA Inc High Strength Concrete Lintels FL158-R8 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 4/28/2017 Florida Building Code Online BCIS Home i Lop In I User Registration I Hot Topics 11 Submit Surcharge I Slats h Facts I Publications I FBC Staff l BCIS Site Map 1 Links j Search Product ApprovalIIUSER: Public Useriu I Product Approval Menu > Er2duct or Apollcatlon Search > Anolication yig > Application Detail FL tf FL158-R8 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By CAST-CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete, com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miaml-Dade BCCO - VAL Standard Year ACI318 2011 ACI 530 2011 11'l- Product Approval Method Method 1 Option A Date Submitted 04/29/2016id...'(r YK1 111'1 S:SdT.G9 https://www.floridabuilding.orglor/pr app_dtl.aspx?param=wGEVXQwtDquegl"/p2bT71p/`2fF.192gnRzHNufcgj5pqLXkU6g%3d 112 4/28/2017 Florida Building Code Online Date Validated 05/06/2016 Date Pending FBC Approval Date Approved 05/06/2016 Summa of Products =' ?= t :: :. = t•. ..itr:i FL # Model, Number or Name T — 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 R8 C CAC NOA 14-0903.03.Ddf Approved for use outside HVHZ: Yes FL158 R8 C CAC NOA 16-0126.03.Ddf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 05/21/2017 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R8 11 NOA 14-0903.03.odf FL158 R8 11 NOA 16-0126.03.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: L-- -- -- — — Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your 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 mall. 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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 4SS, F.S., please dick here . Product Approval Accepts: Credit Card Safe Mips://www.floridabuilding.orgfprlpr ppp_dtl.aspx?param=wGEVXQwtDquegl%2bT71%2fF192gnRzHNulccj5pgLXkU6gOlo3d 212 MIAM I•DADE 5 AAII-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMIMSTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) IV)+w.Miamicia(le.eov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Tile 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 mariner, 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 ofthe 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) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Pan•ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets'1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all' bearing the Miami -Dade County Product Control Revision stamp with the Notice ofAcceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL 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 # 13-0321.07 and consists of this page 1, evidence submitted pages E-1, E-2 and E-3 as well as approval document mentioned, above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. buiumhj ^ NOA No.14-0903.03 MIAMI DADS COUNTY '1..-` 6" /•- r./f . % Expiration Date: 09/11/2018 Approval Date: 10/09/2014 r Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and PrestressedLintel Details", street 1 of1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing lvo. L74612, tilled Cast -Crete 4 6" & 12" Lintel Sqfe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated Alarch 24, 2003, last revision #1 dated April 28, 2003 both drauvings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report onflexural testing on 4 ", 612 " Precast Concrete Lbrtels Filled and Unfilled A/odels, total of (13) concrete lintel specimens, per AST11'E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Cln•istopher A. Hamon, AE. C. CALCULATIONS L. Calculations.for Cast -Crete Lhntels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Alarrual for Cast -Crete ,Machine lllade Precast Lintels revised on rMa1v 1, 2002. 2. Cast -Crete Quality SiPstem dlanual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #.08-0320.09 A. DRAWINGS 1. Drmving No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated Alarch 24, 2003 and Drmving No. LT4612, titled Cast - Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared 41, Craig Parrino, P. E., dater! kfarch 24 2003, last revision dated Afen-ch 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Aliand-Dade County Building Code Compliance Ofce. E. MATERIAL CERTIFICATIONS 1. Alone. HWiy A. Makar, I'.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E - I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.I2 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheel 1, prepared by Craig Parrino, P.E., dated . March 24, 2003 and Drawing Aro. LT4612, titled "Cast -Crete M ", 6" & 12 " Lintel So% Load Tables" sheets l through 3 of3, prepared by Craig Parrino, P.E., dated Harch 24, 2003, last revision dated Harch 11, 2003, all signed and sealed by Craig Parrino, P.F,., oil kfarch 22, 2012. B. TEST'S 1. None. C. CALCULATIONS 1. Norre. D. QUALITY ASSURANCE By kfirnui-Dade Comity Deparnner i of Permitting, F.mmironnrent, and Regulalmy ifairs. E. MATERIAL CERTIFICATIONS 1. Ivorre. F. OTHER 1. Letter fi•orn Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A,, DRAWINGS 1. Alone. B. TESTS 1. None. C. CALCULATIONS 1. Anode. D. QUALITY ASSURANCE 1. By Aliami-Dade County Department of Reguledoiy and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. r , n kiRf y A. 'Ma ka r, P.E., M.S. Prociuet Control tlhtit Supervisor NOA No, 14-0903.03 Expiration Pate: 09/11/2018 Approval Date: 10/09/2014 E-2' Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing iVo. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P. E., dated A,larch 24, 2003 and Drawing No. LT4612, tilled "Cast -Crete 4", 6" & 12" Lintel Snfe Load Tables ", sheets I through 3 of3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig P01-11170, P.E. on August 19, 2014. B. TESTS I. None. C. CALCULATIONS 1. Calculations.for Cast -Crete Liniels, dated 0811912014, pages 14,201 through 14,236, prepared 6y Craig Parrino, P.E., signed and sealed by Craig Porrino, P.E. D. QUALITY ASSURANCE 1. By kliand-Dade Count), Depar lineut ofRegulator)) mid Economic Resources (RF,R). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fi•oni Cast -Crete USA, Inc., dated ftugust 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the -Florida Building Code, 2011 Edition. 1 i Hel . alcar,l'.E„ 147.S. Product Control Unit Supervisor NOA No. 14-0903.03. Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E - 3 I ASi RETEc HIGH STRENGTH PRECAST AND - PRESTRESSED CONCRETE LINTELS 4" SOLID LINTEL DATA TABLE oi ir ulzllm® rawIFleffig.11 m-glom FIZ317[cl Ailtua y 5xnrf©trE§-4n.z Q•m[clfrl•cn3. TYPE .1. TYPE "A"-ST-IR; I r t boom ram- 6" PRECAST U-LINTEL DATA TABLE FtaF E WZX FJZ[no oma It®F J4711OZ=Dci ME93MUZV ILr ar:aurK"W=IZMMUoo R$7iErf9tam rar•1ar n mromMs id71[r1-jorm Irl rarSF?7TWT.1Fz=r2n= @IOFdf•Si1Fun rzMwlj S lVrw7rtLMl R$r9I1LL1L:IT•g7[Zr9t 9111mr16l7fIE FII.1' a n mrta,rrr¢tarsrt tartir'90 iC49®r fice"]rrg rIIII"irnmraao mi•II7® T rF09Q,LIs:R rQ390 fT fEl rR7ii.:d L O 12" PRECAST U-LINTEL DATA TABLE El®FnM®[DII 7'ID F=MWM 1®IZO rYF,FIFi11iL3fJC1iDfiI.LTF1lS ll clairaaz Urvss ass KMMK)Mua LXUN m Do go" R-'IMUZIIIJOImD®[iff s OFi7,i?.9Fl=d 3m FFL'ildmtmt[' r'1' FYiO IamtsrfaI:WITmmrm ocrlo, KE 9 EZ1FFLiL' AlnMMr>]F maS[RED: 30"F;v Ica:] Mo! al l alrarea3i.rmmrQa.u:r6a-,Famlo ma irF Eao LIDS MOrmLURr WOSSMimX IsrK."ND F" "MOM NrmYLL 0 M rmf.tco rr DOrS .w UWS AMD CYW07 rE rrMDWRD M N071WED W w DR PWR VAMEX Do115EWr o -=['A. WD. GENERAL NOTES: 1. RW1D.rJm SWU 7/3' W AEM ASt•r 03. r.. A" 43 IIbAr • SfWnft S1AG.IXl ..DID IS rX31 UXr[IS 2— rM WE "A. "is• WM ME 70I MIMSEr W PIM OtW= ARE COMED SIASIM S. Ce.cIIr— WEX Om V Ut .p0. m "m rM E m - M.. OS FWASE ME—. f.. S.D. w IOr . rel uXtti f1Mt.K ... IMIX ill[ .Irr.Wr 4.[ IWmAi1M IIO.Ii NpA S. UM rRR m .E = W4 OME WX /0 K 7 o WIDI [X S naves rm WEII ot. SM. AW Ir —IMwA u vN f.. fM rrri il r ilFla S fICf•il:l 1r lli rlCl9l:l dit•IrCFL:r oo - ' cmE om mrluuaemrrDt.t i©a_ Ov rultuDlrm__ / 18 OP.CRAn OR 1 [ . 6324 CA 579 m1 D.dc ACa 7 L FLNA +``FL. REL NO 445a4It756 M: PRECAST_ AND PRESTRESSED LINTEL DETAILS W MA, OnVU-11 I WAW It AU AIW) 3fAIL lT 11— DAIC 3/2VD3 1 CKMED M: tOM rAMIC. U DMWrk. ID46t! SX 1 I OF t GENERAL NOTES 1) wl.db: 1'. C snmd Wld - 3000 psiFc6' k 12' sarr 1 ""6 - W00fcgaol39 /+ Y mriman 1 8 ixh Spe9d anvcle nr-wry ua. C1W) Nprr C!0 .rilh mauiun net am ran/r-am stnr1900 pi retryperASNAG15 .d- 60 nrrta per ASIM C270 bA• M a 5 2) As rf. k.4 W" Mad M r.idrl.Wn 4 l h renal be.14 Lmwi m sale Id. fr kA.1 lypa 6U6, 120E .w lvw axrtkuda.4 M x 9 ••MI to b Ina 9r0 6 I/2 ech... Ned. id -der bed -W h-M W t- 4) P. rnb.r In prea0teak WWI. W P.—A reduclim to Erode 40 F•d odd.d r.b., E— d, If-4' luAN 17F24-23 .1. 1[.k %ad v 1428t4 11xr-d.d•n 4 142E (.8i) - 1220 pit 5) N WO, o,d r .wd 300 dM-c6on FsG t- INN typr 8 k 12M 17'-4' k kAW nut, . r r:sd l/160 de WWc Ur kA.W k .AL— m.-I.y tw Fl.dw B'"14 C. d. Sd•. 160411 6) Shw. Rkd "b. m t-4ui.d. 7) 4- saW fatrb t. b. rml.W -/ 4- di—W M&.W .M 8' am ,r1N. ur" 6) lmW-lin/A=neu 41 MW wt e-I.Ft/ .i• Ur relulrtur end/•r aWcla-1 4ae..e-h. 9) 1M de*— rnq —L ft .—*m d bed- tram Vr M. Wd 1.Mm by mInB. Geg W mmiran nsktkq moment .d ,Mr atd-aq Iron W f. oe N ,.yprL 10) HA. - HA RoLa 11) eaten r•:d oed-d r.bdr 1. M Mated d W M0-m .1 W r w way. n? F D CIGNAPON Irr- ND .91 YaM/Y-W11D I ra 1%m aimu 121` 16-213/2T mr, orJ J L..-onr s aaa ems la.M Ai f° af tlrain n6 u' uoa, QmrAArAria, n g I:-- irx !» r•rm ra tr urns I0 Ioio ro r armoml aea 1 5 - ACTUAL r.••o nu.n 0.•-al 12' NOMINAL VIIOTN 12) 6' k 12' U.W. r. lonO .W .dlh 5-Vf Wn -.4•-• d W .nd- k r<—ftt. -r W rd r.1d.,dm W 7M^f 13) TY. W k, arlac..1 kftN iWd i in aWr —,,L, -. rlk .hd hm a. 6n0 r skm .pilled In ..rd.--ah ASTM C-326 a -.WtrnMcn.G,4 14) UnW. kad.d im.dlvs:.mlj u rrsml (uonly r uYfl MI (I.lran MYrh"d 1. N... 1r W •M v e! taprtac Appiad ., U.1 k.4 AAs9.4 Yod1." bad iSr. a-rtkr bad + Saf. W-4.1 Wd S IA 15) Fr —Pb "I h.lhl. M 9—,k r. rk b-1 ream MA k.r Wgtd 16) Fr Wd kr*M rot ,h-•.. Yr wk bod Inn n d WyA lmplh Bran 17) Sk k.d- -re a pw%vrd .M..* k-4a. 13) S.k hods bored .h ralbrl d dp ..". pa AO 530 .r AO 318. 19) A4 li—i bWW ko4 mpo .n D..Mabw W de' by p.rifrg odAi-.d rdidrada-aart. maroy y -4 U) .bogie the 6.1.1. S. ak.kh rrba: rrn= 15000 SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING , FOR EACH ADDITIONAL REWFORCEO CNU (RCUU) FULL COURSE 1/ 2' CLR TYP 1) / 5 RERAR FOR 6- LKIELS A• 2) 15 REBAR FOR 12" LWTELS GR40 or GRSD SAFE LOADS FOR 4" SOLID LINTELS 4- m GRAVITY TYPE LENGTH 4ss Y- 6- (421 PRECAST 1180 4'- 0- (451 PRECAST 959 4'- 6- (54-) PRECAST 789 5'- 10' (70-) PRECAST 450 6'- 6- (78' PRECAST 360 7'- 6' (901 PRECAST 260 9'- 4- (1121 PRECAST 156 10'- 6-(126j PRECAST 116 12UB lc—,- Rrn UPLIFT LATERAL LENGTH TYPE 4S8 4S8 3'- 6- (42' PRECAST 687 371 4'- 0- (481 PRECAST 597 320 4'- 6- (541 PRECAST 529 258 5'- 10"(7n PRECAST 407 148 8'- 6- (78 PRECAST 366 118 7'- 6' (901 PRECAST 280 87 9'- 4- (112-) PRECAST 187 55 10'- 6-(126-) PRECAST 152 43 12FB 121`12 12F16 L i fir' >.i`=d: ::`!'^'•:: 6U8 US 6F12 6F16 • • 4S8 • s° I •. • • • • • • G ' 0• 12F28 12F24 121`20 PA0ElU(- 7RRVISIU) sir ,>• `` e • :* r Ud ply+rr uirhNd FYexufo xwdap r %> :CRAIGPARRINO pkn hlo/ _c 03.c? N ki ahwt U.la o ) 6F32 SF28 6F24 6F20 MEMBER Or rQ max=• mot" _ RIO•• q1; 6324 CR 579 •,,5' ON .• SEFFNER. FL 3M A I0NALE4e.'Y R. RL LN:- N0.44756 ltBJun omr,t' m,-- CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FAE MAN[: OOSY6-14 Mln Re JONAII AIXAW SCAIL• NJS OAT[ !/ 24/Ol CICOFO Ir CKW FAM0. A r. - AM NO. 4475E 1 811AWK: NO. U1612 SRELI 10r ! LATELOAS SAFEGRAVITYLOADSFOR6" PRECAST U•LINTELS FMR A" o IFCASTHt NTFLS SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS Cws Cw t6 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 5U8 98-1B 6FII-I8 6F16-18 6170-1S 6F24-18 6F28-18 6F32-1B 3'- 6- (421 PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 4'- 0' (4B' PRECAST 2025 2313 3892 5050 6148 7227 8297 9357 4'- 6- (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'- 10'(701 PRECAST 1067 1260 2198 3557 5734 7227 82971,1 8225 6'- 6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 Y- 6- (901 PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'- 4- (1121 PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'- 6'(1261 PRECAST 503 566 895 1270 1706 2236 2898 3747 11'- 4-(136-) PRECAST 457 513 805 1133 1507 1952 2492 3163 12'- O'(144 PRECAST 425 477 744 1042 1377 1769 2238 2808 13'- 4'(1601 PRECAST 373 417 646 895 1170 1485 1852 2285 14'- 0-(163' PRECAST 351 392 605 835 1087 1373 1703 2087 17'- 4'(208' PRECAST N.R. 299 455 620 794 985 1198 1437 Q) 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 M! ER Or C„, 1r SAFE LOAD PLF LENGTH TYPE 6U8 6F8 RCMV Y- V (421 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- (78-) PRECAST 263 496 157 7'- 6- (90-) PRECAST 222 367 116 9'- 4- (1121 PRECAST 173 352 74 10'- 6-(1261 PRECAST 151 276 58 1'- 4-(136' PRECAST 139 311 49 12'- U' (144-) PRECAST 131 277 44 13'- 4'(160') PRECAST 117 223 35 14'- 0-(16n PRECAST 111 202 32 17'- 4'(208-) PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 MP d.c-YE C SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE V8-11 5F12-11 61`16-1T 6FI0-17 SF24-IT 6F28-IF 32-1T S- 6- (42 PRECAST 1412 2074 2715 3356 3997 4638 5279 4'- 0' (48') PRECAST 1225 IBOO 2357 2913 3470 4027 4583 4'- 6' (54-) PRECAST 1083 1592 2054 2577 3069 3562 4055 V- 10'(701 PRECAST 831 1222 16W 1979 2357 2736 3114 6'- 6' (78' PRECAST 723 1091 1437m 1777 2117 2457 2797 Y- 6- (90') PRECAST 648 86301 1249IM 1544 M 1840(, 2135,1 2431 9'- 4- (1121 PRECAST 575 57104 980 0,41252 1492 1732 1972 10'- 6'(126' PRECAST 514 4621n 7B7 C, 1121 1336s 1551 1766 OW 11'- 4-(136' PRECAST 474 404 685 985 v 1213 u 1442 Im1645 12'- 0'(144' PRECAST 454 367 1n 6190. 888 1093 1299 1506 IS- 4-(1601 PRECAST 402 N 308 516 736 to 906 Or 1076 at1247 14'- 0'(i6S-) PRECAST 36B 285(" 475 677 832 989 1145 17'- 4'(2D8j PRECAST 253 20B 338 476 585 693 B03 J) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR SEE GENERAL NOTE NO. 4 PR0DUCr1tlNIgCD ooNr"Y wiiA Lc llurfA. nJcb". AFWaNa! o G ttDimionUx.22. c 7 Q•A RIQ.',: CRAIGPARRINO Bra% miss ' • jG + 6324 CR 579 Mivni f Cbl''rn - TONALE ++' SEFFNER. FL 33584 ItI111510% FL.P.E.LIC.ND.44756 nu- CAST—CRETE 4", 6" do 12" LINTEL SAFE LOAD TAE ru wYL: CBS=-11 1 OWN Yr: km pl wo I 6C.IL U.S. I- PA ICJ • E N S O 44 Z T ) F/ SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4"14m" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12UB 12r8-28 W12-26 12F76-29 12F20-20 12F24-28 12i25-28 12FM-28 3'-6' (421 PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4.'-0' (481 PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10-(701 PRECAST 1612 2320 321E 5234 8487 11060 12755 1443q, V-6' (781 PRECAST 1383 19M 2579 4196 6421 10032 12755 144-44 7'-6- (901 PRECAST 1138 1628 2131 321d 4676 6756. 9763 135 9'-4- (1121 PRECAST 795 1216 153S 2230 3083 4167 5593 755 10'-6'(1261 PRECAST 614 1043 1295 1B53 2516 3323 4334 5632 11'-4-(1361 PRECAST 518 945 1162 1649 2216 2893 3719 4746 12'-0'(1441 PRECAST 456 578 1073 1513 2020 2617 3333 4206 13'-4-(1601 PRECAST 359 767 j 926 1294 1709 218E 2743 3409 14'-0'(1681 PRECAST 321 7200 865 1204 1584 2017 2451 3106 17'-4'(2081 PRECAST N.R. 4511, 6311 BRIO 11411 1428 1750L, 2102 19'-4'(2321 PRECAST N R 343L, 477 7000 925 1152PJ 1380 1609t. 1) lK NI NNFlS IN PIREKDESS ARE KKENT REOUCTIM FOR GRADE 40 FE10 ADDED REAR SEE GENEM NOTE NO. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/2" RECESS DOOR U-LINTELS lc_n+m SAFE LOAD • POUNDS PER LINEAR FOOT LENGTH TYPE 12RL16 1556-28 12AR IM14- 12BFi6- IWV-ZE I2KF2b- In6.ri 4'-4' (521 PRECAST 2538 2942 7584[ 4427., 9 13619 15679 4'-6- (541 PRECAST 2319 2740 758459 13679 15679 5'-B' (651 PRECAST 1347 1841 H26333 639559 13679 15679,4 5'-10'(701 PRECAST 1259 1755 595469 13679 1567 6'-8' (801 PRECAST 924 1430 441553a 12574 1480q Y-6- (90-) PRECAST 703 1203 2157 34942 9623, 1132q 9'-'8' (1161 PRECAST 389 843 1451 215710 5411 63801 SAFE LATERAL LOADS F(1R 42" PRFf`AAT 11-1 IAITFI A C SAFE LOAD PLF LENGTH TYPE 12U8 12FB RCMU S-6' (421 PRECAST 1295 4841 393 4'-0- (4B1 PRECAST 1295 4841 299 4'-6- (541 PRECAST 1049 3922 2417, 5'-10-(701 PRECAST 681 2547 155 6'-6- (78-) PRECAST 579 2167 123 7'-6" (901 PRECAST 474 1771 914 9'-4- (1121 PRECAST 355 1326 580, 10'-6'(1261 PRECAST 306 1143 454, 11'-4"(I361 PRECAST 278 1041 38810 12'-O'(1441 PRECAST 260 971 345 13'-4"(1601 PRECAST 229 857 27801 14'-D'(1681 PRECAST 216 809 251cp 17'-4" (2081 PRESTRESSED N.R. 63 16;4 19'-4%2321 PRESTRESSED N.R. 534 1300 JLe GLARKAIL NuiL is SAFE LATERAL LOADS FOR 42" PRECAST w12' RECESS DODR I1.LINTELS SAFE LOAD PLF LENGTH TMPE12RU612RF6 RCMU 4'-4- (52-) PRECAST 1295 3692 258 4'-6', (541 PRECAST 1213 3458 2417 5'-8' (651 PRECAST 784 2236 165 5'-10-(701 PRECAST 747 2129 155 6 -d' (d01 PRECAST 602 1716 117 7'-S- (9D1 PRECAST 504 1438 914 9'-8' (116'") PRECAST 355 1011 1' 5 914 SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS Cwst•wer SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 121D-21 IF12-2T 12FI6-2112F2D-2r 12F24-tt MB-21 12FJ2-2T S-6- (42') PRECAST 2752 4287 5613 6938 8264 9589 10915 4'-0' (48') PRECAST 23M 3721 4872 6023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10"(701 PRECAST 1623 2527 3310 4092 4875 565E 6441 6'-6' (78') PRECAST 1444 2269 2972 3675 4378 5081 5784 7 -6' (901 PRECAST 1267 1767 258 3194 3806 4411 5028 9'-4' (112') PRECAST 1028 117100 2006 2590 3087 3583 4079 10'-6'(126) PRECAST 9201. 947 1112 2281 2764 1209 3653 11'-4-(1361 PRECAST 858 D 8291,41 1404 1932 2441 2902 3364 12'-0"(144") PRECAST 814 753, 12690 1788 2201 2616 3032 13'-4-(160-) PRECAST 678 6331, 1017 14851 1826 2169 2513p. 14'-O'(168') PRECAST 622 586 974 pq 13650 1679 19930 2309 17'-4"(2081 PRECAST 434 p 427 695 D 964 1182, 1402 1623 19'-4'(232') PRECAST 366 3701 593 817 P 1002 1187 1372P1 1) IIE NWIERS IN PARENTHESIS MC PER" I ATDOFS FOR CUM 40 FIELD ADDED REM SEE GDERIL NOE N4 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl 2" RECESS DOOR U-LINTELS Cwsr`w>A SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12Ri6-2112RF10-2112rs14-2 12RT16- 12RF22-2 IM26-2 INJO-2 4'-4' (521 PRECAST 1626 2685 3746 4806 5867 6928 79B9 4'-6' (5,41 PRECAST 1558 2582 3602 4623 5643 6664 7684 5'-8' (681 PRECAST 1210 20,42 2850 3658 4466 5273 BOST 5'-10'(70') PRECAST 1173 ISM 270 3553 43M 5123 5908 6'-8- (001 PRECAST 1020 1538 2426 3114 3802 4489 5177 7'-6' (901 PRECAST 904 1226 2163 2775 3390 4003 4617 9;78' (ITS-) PRECAST 7031, 771 1472 2181 2663E 3145 3628 THE N701SER5 N RAAENIH[56IJE FIRCDO REDUO10fS IIXR 'SEE GENERAL NOTE 18 I ;...;.vyNIMSERS IN FAREHR[56 ARE FUMM REDUC=& FOR GRADE AD FIELD ADDED R[NR SEE GENERAL NOTE NO. 4 G . ENS' • 40 FIELD ADDED NAM SEE GENERAL NME 90. 4 447 ro• T{{E% F L, CRAMPARRINO ISM CR579 SEE GENERAL NOTES - SHEET 1 OF 3 70NA1.0 FI P.E6TC,)lm.44/56 MEMBER or ok, FRODUE-r I1F.VISL'D r! C".Of flfhno fo Id, Awepl m MP C_c oa,o3OQfn+a6nD f< / / 8o 11aoi c ^ uct Cnnv"I CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FNa RAGE olsun-u ORAnI rt: aOx ARNAw sCILE N U. DUE s/s4/os CNttao t: —CAW FAMO, .L - AM NO. uLK DRAM Na uun RKEEI 3 of 3 MAM11-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF RECULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations govcMing'the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 Inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Tabrication Details", sheets I through 3 of3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Patrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Renewal 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 ifthere 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 ally 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 matufacturer or its distributors and shall be available for inspection at the job site at the request ofthe Building Official. This NOA renews NOA # 14-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted doclitrientation was reviewed by H Imy A. Makar, P.E., M.S. MIAMI26.03 DADE COUNTY NOA No. 16-01 2C/ % Expiration Date: OS/21/2017/2017NEWApprovalDate: 04/28/2016 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1 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 ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 0713 019 7, 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 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. Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11113195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report M4-M19614 dated 02129/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A66332 dated 01128196 for 94 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report 484-M20749 dated 04105196 for 45 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for 94 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196 for #5 rebar by Birmingham Steel Corp. ny A. Makar, P.E., M.S. ProduerControl Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105/96 for, #S rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manualfor Pre -stressed Products dated 03120195. 2. , EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C: CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet I of1, 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 of2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #S dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report onflexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. 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 Manualfor Pre -stressed Products dated 2002. 4. 1 y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P. E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. 'TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition, H A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiratlon Date: 05/21/2017 Approval Date: 04/28/2016 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication, Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated 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, P.E. D. - QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfi-om 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. He A. Makar, P.E., M.S. Product Control Section Supervisor NOA No, 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. -CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. , OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Hq5iTA. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E - 5 AST- ReTC HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS P120DUCT RL'NRWED AA 0m07W I"Lh the FI(TDdo 8wldint CDde __ TYPE "A" STIRRUPS 1 7/32"I BAR n STIRRUPS 6 1 - B LINTELS STIRRUP DETAILS 1dLE, T. U22299 rRMOR I IIIIAC 1'' 111 V 3]I1 71 F% 1T ID 3 iF3i0 Ii lA ifLda7r®®®m ECM©- m4.% r:E2BEE;jT E'{ 1F:F4 LB3.C1P.11.Lf:271.1 ael s'arrrB.an dv rxmrvaa oeolr ssmr uarca.ts>"nn;elnv aa'vna r mumlvm+iva X ^ nrrruF©oomrmrsara[raal:.rrn:e.d r 1 1• nr11 vaaRMAiAm® iLLI!!RCi!!'ifJL.d[36Li©L1a v[Ii lSL![ r:i•n.trlllPlT.r2ISi:.:d a 1Fl( Y' lO RI lIl INBn WINA N['A' SIBIWI 0/ V m MCtn unlu Rrr.n I MTEL !FL f NG CAGE FABIJUTIOM MODEL Am. . WnLr m 'A• lTNLPa m[ Y ,nlwR2. I1 11 T in,TL PRESTRESSED LFnEL RFNFDrJNO LACE rAHRICATION MODEL 8" PRECAST U—LINTEL DATA TABL TgL5I2C0.032 VO UYE 11G I1 s r 12i 13 KIAI 3'-5' 7 32 RAN 3'-2'- N/A 4 0. 037 3 -11 7 32 BAR 3 -r N A 4 0 0 1 162 j3 4 -3 7 32 OAR 4-2 N0.04fIAA5-3 7 32 BA 0 A A 0. 054 R 2 S 6 No*,12 DD6D 4 4 REBAR B-3 7 32 BAR B-2' A 6 0 06f 270 4 RESAR 7•-A 7 32 BAR 7 -7' 6 OAS6 336 4 RESAA Y 3 RESAR 2 - 6 3Te 4 RBAR O'-6' 3 REM 10'"2- O6 3 AMR 11 -3" 03 RERAN I'-o• B0.1105REBAR11 -11 3 RESAR 11 -t 3-0 t 0. 122 160 3 RERAN 13 - 3 RERAR I3•-DP 3 -0' B REBAR f3 -I 3 REIM 13-8 I TIRs PROM 0— 9 10IYATION 13 PROVIDED FOR PRODUCT APPROVAL 11 13 PA07MIC IT CORRICNT LAMS AND CANNOT BE REPRODUlao ON G=MED WITHOUT THE PRIOR WRITTEN CONSENT OF CAST-CRETE USA. INC. I. KWICKNG STEEL T/A FAA ASIN ASIA, A 14, 5, XOM THE TOTAL NUMBER Of SIfMVPS AND 15 ROAR (TRADE b AMU ABI5: 7/11 1KX RCWMREO IS COUXIED STARTING LRCM LACS AMMETER 2TfA9 UVW-AELAXATION PAEStKSWO I- Of THE REINFORCING CAM roe EXAMPLE SRTMID ASTER A41L - No. OF SIWMUPS . 4. ml IN[ 2. CWCACIE St"NNl6: r.. IWO FBI rot A• REIHf01CNO CAGE MODEL SNCFTS 2 STIRRUPS PU511MIN LN1'. - FO OD ODPMFOR ALL FROM EACH E11D. PRECAST A DN:11 IfincLf. 6. 21 POUNDS Or POLTP4Qrum FIBERS PEA J. UUTIAL PRIMAISS FOCI - O.IO R IEw. CU.TO. of CMAOE MAY At USED PI LIEU Or PATSIRE%= UNTIL RITMACING CA" 4. STRIPPING", 11 MOIW ,PAESIA[SS[D TO BEAST UnAll AND HANDLING FORCES G EMS' rRooElcruevlsl:u BE complying % ilh Ou Flolldo t ITWlding Ca'c 3t. . Aa-pfurcc Nol4.-0 03,02 Q' I ' 7' r Ia,u.Uy,1G E 0LCRAIGPARRINOAN. .4 R / . • ft r,; 6324CR 579 N 11 U n (tnD 1`j r`ES :,RF; -oI SEFFNER,FL 33W rs!NAIEN:f FL. P.E. LTC. N0.44756 r r rdre a: Er5 1 3rB.wsl aRaB>_Irrl:r[Fxf J y ra[d.r r d.lrTaiazyrri,l>tnEallua;su I;Er.r Arr•rR F9:: rtnfdur :I:u:7 ur t ant ty rr E n FOR SAFE GRAVITY LOADS FOR B" PRECAST 8 PRESTRESSED U-LINTELS e" PRFCASTF6 PRFSTRAESBPD U10FL8 SAFE UPLIFT LOADS FOR B" PRECAST S PRESTRESSED U-LINTELS c-- ffw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 ert-OB IF12-Oe 6f{--00 eF20-OY Or24-oe 4F ' aF3" am-fe aFl2-I1 flf-18 aF20-11 er'!4-te ef2/-1e e772-11 3'-6' (421 PRECAST 2231 3069 3719 5163 Qi0) 1054 2502 10951 bl! 4605 113 7547 e974 10994 It109 4'-0' (48' PRECAST 1966[ I.S3 2751 3820 4190 5fai 7034 107 46D5 6113 7$47 a974 10394 1300 4'-6' (54j PRECAST 1599 2110 2931 J733 4579 5400 8124 4375 6113 7547 U72 10714 11109 5'-4" (64' PRECAST 1217 1439 19" 2si0 3123 3686 4249 3090 5363 1517 7512 e133 10127 5'-10 (70' PRECAST 1D62 1173 Itll 2010 2541 30DO 3470 2622 1 4360 7168 IDM(.1 71310, 832a 6'-6' (78' PRECAST 906 123A 2177 JAM 3031 3707 43e3 5061 1238 2171 3450 S381 9W Im9 W27 7'-6' (907 PRECAST 743 1011 1721 2SM 7203 2691 3191 36m 1011 1729 2661 3096 6WI 1467 W71 9'-4' (1127 PRECAST 551 I" 1160 1625 2554 3486 2815 3302 752 1245 1W 2564 3466 4105 alto 10'-6'(126') PRECAST 475 47 2093 2)77 2fe] 25A ill 1052 1533 2tM3 2711 3e43 4754 Ld 11'-4'(136 PRECISE 362 bet 9A 1366 Apt 2423 3127 400i SD2 145 1.3W 1646 2423 3127 4005 12'-O'(I44j PRECAST 337 173 1254 1684 2193 2OD5 3552 873 1254 IM4 2193 20M 3,51 13'-4'(160') PRECAST 296 755 1075 1425 I= 2316 2W 755 1075 142e ILA 2311 tam14'-0"(1687 PRECAST 279 r442 700 1002 1328 1697 2127 lib 701 1002 Intl 1697 2127 763014'-B'(1761 PRESTRESSED N.R. MR 24 MR MR 767m 1370 1902 2245 2517 2712 15'-4'(1841 PRESTRESSED N.R MR AR MR MR MR MR MR 412 710 3 2053 2320 257 17'-4'(2081 PRESTRESSED NR. MR MR MR rat MR 300 540 iOt 1849 2047 19'-4' (2321 PRESTRESSED N R. m MR MR MR MI 235 420 l 1242 1515 17tl 21'-4" (2561 PRESTRESSED N R. IA M4 t450154 MR Fat 1R NO 310 1114 1359 1418 22'-O'(2641 PRESTRESSED N.R. FR NR MR MR MR 165 315 1047 12M IJ99 24'-0' (2881 PRESTRESSED NR MR Fro MR NR MR 129 25D 4 584 1D12 1222 Corn Corn. SAFE LOAD PLF LENGTH TYPE 8U8 1 81`8 RC.IAU 3'-C (42')' PRECAST 1025 1024 1598 4'-0- (481 PRECAST 765 763 1309 4'-6' .(54') PRECAST 592 591 1073 5'-4" (64') PRECAST 411 411 745 5'-10"(701 PRECAST 34D 339 616 6'-6- (781 PRECAST 507 721 490 i-6- (9n PRECAST 424 534 363 9'-4' (1121 PRECAST 326 • 512 230 10'-6"(126' PRECAST 284 401 180 11'-4'(136') PRECAST 260 452 154 12'-0' (1441 PRECAST 244 402 137 IS-4-(1601 PRECAST 217 324 110 14'-0' (1681 PRECAST 205 293 100 14'-8-(1761 PRESTRESSLD N.R. 284 91 15'-4' (184' PRESTRESSED N.R. 259 83 17'-4' (208') PRESTRESSED N.R. 194 64 19'-4'(2321 PRESTRESSED N.R. 148 52 21'-4' (2561 PRESTRESSED N.R. 125 42 22'-0' (264) PRESTRESSED N.R 115 40 24'-0' (211n PRESTRESSED N.R. 91 33 C4R4:1YIII SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH awn IFa-2T sm-IT W12-27 716-17 616-21 aF20-u lr20-2T aF24-It EF24-21 Y2i-17 OF21-21 dF32-lT Fn-2t 3'-6' (42' PRECAST 1569 2555 1 4394 5263 6132 7001 1569 2655 3524 4394 20 9132 7001 4'-0' (48' PRECAST lam 23M 3010 3815 4570 5325 6079 U63 2305 M60 3815 4570 5325 6019 4'-6- (541 PRECAST 1207 204D 1707 3375 4043 4711 5379 1207 2C40 2707 3375 4043 4711 5379 5'-4" (64 PRECAST 1016 171 , n7i gala 3399 3961 4522 1011 1715 22Z 2938 1399 3961 4522 5'-10'(70' PRECAST 909 1561 2 2593 3107 3920 4133 Cq 922 1567 201D 2593 3107 3620 4133 8'-6- (7n PRECAST tsscw,1407i II6 2379 17! 3751 3712 . 635 1'107 Ilia 2329 2720 3251 3712 7'-6" (90' PRECAST nl IOas I624 2 2827 S12D n7 1224 Ii24 20 2927 3225 9'-4" (1127 PRECAST 591 WIT Illi ls 2157 • 2500 SIT eat 1315 69 2214 2613 10'-6-(126`) PRECAST 530 577 916 llX1736 2011 Sb 6!5 IIDO 33 2055 2J4i 11'-4'(1367 PRECAST 474 304 600 4 1513 1753494607104271015 1 2187 12'-0"(144 PREG15i 47D 45a r 724 53 1369 15M 470 550 W rAj 1302 INDp, ilft, 2075 13'-4'(i60') PRECAST 4ta 306 607 7Q la 1143 1323ml 423. 460N616 1159 141e Ia 1867 14'-O'(16n PRECAST 3m 358 n4 119 WSl 1220 410 425 10m t3sa , isa2 ia37 14'-B" (176') PRESTRESSED 239 334 512 925 973 ro1 216 97 180 Ilo3 1518 flit uq 15'-4-(184' PRESTRESSED 224 313 6U 761 911 1074 2b 391 ON 124 1410 166E17'-4"(208) PRESTRESSED 111 2m 521 etal 638 a 750 573 , 192 33 506 1 740 M 1005a 1271go I473 19'-4- (2321 PRESTRESSED 162 222 348 447 547 47 Ig 747 166 263 429 623 ell u 1059td 1227 21'-4'(2561 PRESTRESSED 142 204 307 323 480 50 655 142 232 373 537 nl s 1045 22'-0'(264' PRESTRESSED 137 197 295 373 462 546 am 137 223 ma 513 65a a6S 999 24'-D'(288) PRESTRESSED 124 170 257 342 416 492 517 124 202 319 455 iDt 757 ell U) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 • SEE GENERAL NOTE NO. 18 ON SHEET 3 OF 3. U) T ryARENTHESIS ARE PERCENT REDUCTIONS FOR CRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 ON SHEET 3 OF 3. Pft (DDM-rR8 V CEN ' E GENERAL NOTE NO, 4 ON SHEET 3 OF 3. e,olaijam" d6 ` C P"DUCT' F%V1SDD A Ataa.o No " 131 4i'm C j. c F.nave OZ '03 , PR.a•.rm! oNa. sy CRAIG PARRINOMi .D. 4 : TE /Lip ! SEE GENERAL NOTES -SHEET 3 OF 3 `' R1 (\ ` $EFFNER, R 335D4 41 onye`i Mo 17 Rms1oN Ate '• `SS " 4•` FL P.E.LIC.NO. 44758 yE1411M of imc CAST-CRETE 8" LINTEL FABRICATION DETAILS ON IUYO llesm-14 NM1r1 IT: an ram. rt - tm m mx vilL. ROT t0 stileLM - a 0.tIC. aUtlt" CK= By: aW FAUM ft - I M 1A 41736 WL" it. n9 SDw 2 Cr 3 I SAFE GRAVITY LOADS FOR S" PRECAST wl 2" RECESS DOOR U-LINTELS 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40FIELDADDEDREBARSEEGENERALNOTENO. 4 GENERAL NOTES SAFE LATERAL LOADS FOR 8" PRECAST W/2" RECESS DOOR U•LINTELS C,d17f0 SAFELOAD PLF LENGTH TYPE 8RU6 SRF6 WURE. 4'-4- (52' PRECAST 758 757 1164 4'-6- (541 PRECAST 694 693 1073 5'-6" (681 PRECAST 408 407 655 5'-10" (70") PRECAST 382 381 616 6'-8' (8n PRECAST 595 788 464 7'-6' (901 PRECAST 509 674 363 9'-8- (1161 PRECAST 370 490 214 1 SEE GENERA. NOTE 18 1) M.Woy: 11) LMd. Y. uu•1rJuN .iU 5-1/2' YM mkAn .I DA u& Mru6glcolrridrekoandgmbg. ro a' Paul Odd . 40M pd f. p w,..w GMi - 6cm pd 13) TM aluf.r ad= .( kdd4 ladled k atcd r w ct. ! st" h- f yq4 - JODD .d .i rminun D/a Ind .„"S.I. • co.4.p d +k.r .Fpc" i4 .cnrd.nn dh Ag1M C 126 .pprwN m.Gp. rA4 0IU)pr A61U C10 wfi .Wi .1 uq mnprw.4 - 11Q7 ,, 14) U.hb I..dM irtJbnewd7 -a .2.1 ((1N/ v pYQ r1 .•drdd TMlud) w44r A507 A615 M. a0 ApuIcd• cloy k dwcMd the are8. NoSg Al It. Ia.* quaprokttdnqfk.nd /er ASIM A419 Cn4 270 In r.b,.UW awlor p ASRI cin T19. M a S Ap4.d r.dicd 14N App6N h.nc49d Md S4fe rvticd l..d + Sd4 brkentd bN S, I.02) Ae wk b4d I bla MW w mWmm 4'vsh nwUd kt4Nlp. jfNLQ ff. Mf. d—d r2 X U Wilt" k.11T i L.. 11- 1. 15) For cwp..t. Dd41 htW.W 4d c4.m, — w. bob Odm nut k.. MI9h1 .h. N 6 1/2 hchra. 18) RI Aoki knpllu W dno, utr We kN Mn nut bnp.4L kgl6 dwm 3) ft ib (W .m.r DN r4 hw *1' 17) Sd4 b.d..n cuprlop.cd 41w46b b.d. 4) 7M -dm b p 0-h 6ldhdn Y. p—A rdww far 9M 40 Wd .dkd rd.. 14) 541. bNh ku.d r nUW dalpn Q+44p AO W .W ALI 318 i6fmllG 7'-r Vdd IF-16 W. nA y food - 6472 o1 I$) A"G.W Ynd 1r4 c.p.dlp cr b .hl:wl y M d.u'9n.r y pw:drg .emlyd 152r.dueir 4 9472 AS) - S'AIpa .eifoRN carr.b m44nry rh (IMD) .b.. U kdd. Sa =h kton: 5) Al hdels w t .r —.6 L1360 ddledor. b•rNYm p.e.k.n klr 1T. 1F6 t7 -T- .N hw _u 6 1/ delklim U44 is Gr3N to e.rlfdir aNeGr9 W Florido b,"9 cNeSKSMI60ulm4pgkn0146) Sh.n UN add, w "".4 7) OM 11 rekc M be wO UWIu d Iv to j5 "b- 1) Ind lAW.U.eMMd of %W r l —* .ih W 4rek'McWd cN/ rc Nndud dm [L 1) TM dagnu nq w.b.M —.*.Ud Iwd. I— W W. I..d I.Y.. 17 tdMoUnq Ge mmi.r.•n r..kiq owned rd skew d d-4w7 k.m IM Ix. N ..pp4rL 10) Nt 11) W.o M .d/d r*. to In kc.IA d Ik M.. d W Odd nrU7. 1/2' CLR T 6 Ellfl BlEd i I SEE SAFE LATOOIL LOAD TABLES FOR LOAD RATING Z FOREAOIADDIDONALREINFORCED CMU (RCMU) FULL COURSE PROp7n.RENLwm 6 cadW-2of hft Florida J5 REBAR 11-M a do 10 •( GRW Ac ;pe tNo/6 of24.03' SAFE UPLIFT LOADS FOR S" PRECAST w7 2" RECESS DOOR U-LINTELS 4- 4wara SAFE LOAD - POUNDS PER LINEAR FOOT TYPENBRF6- 11 LENGTH 8KFlau WO- 71 aWI4- t M' 14-21 RRFI6- Il 6RF16- 01622- 11 W72- 2r RRF7FIT BRF26- 2T aNF30- ii WJC- 21 4'- 4" (52 PRECAST 166e 2362 3051 3751 4445 5140 Im 2362 3056 3751 4445 5140 4'- 6- (54 PRECAST 1604 2272 2939 3a07 4275 4943 ISM ZG72 2339 3W7 4275 4943 8" ( 68') PRECAST 12 1797 2326 2354 3382 3911 1269 1797 2326 2854 3382 3911 5- 10" (70") PRECAST ass 1207 17410_ 2259 jj 2773 ty 2719 Iy 655 1233 1741 2259 2773 3256 2799 6'- B" (80 PRECAST 570 919 I570 19aD it21$ 62SF7 3729 570 tOW 1530 1980 3329 7'- 6" (9D" PRECAST 506 742 . 1364 1765 2HAD 506 age 1364 1765 2968(116") PRECAST m 465 6a4 1222. 21W395 5601072138823311HE NUMBERS 01 PARENTHESIS ARE PERCENT REDUCTONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 TYPE DESIGNATION F - FILLED WITHCROUI / U . UK111ED 8F12 M YMMIIT OF 13 ;EPA AT IOTI(IM OF LWIEL WATT 8F16-1 B/IT ROYId1 tdOm L oxMRr OF F5 NOMWAL NOGD1CD4RAT10FFSREW AT lop UK (1) ROO 1-1h' aFM yr Cam G.' CROLF1 15 ItElM AT 10TIDu OF LlOa OWU 1DT1014 R[ lO0Rc1.Ki 7-56' AMA MOM N UIe1L e' IbWJ1I S) CRAIO PARRINO 6324 CA579 SEFFNER.FL 33584 rRf)DUcrILEIYISIw Jqyjm yd-riW theFWd4 Acwpl.ne. 18. 14 GZ I1+Ykd(OnUoLch41 . tl GoitreY`lI fiTSfl l l T`iTJ ilvo 07, L\:r.IllfiiQYi2: L71 C1Qi1) L.TYL•T 1 DETAILSIra :[.T>r; 1i:71:1adl IION dv7 m 4i..iT.vi. r. waviaiorm MIAWDADE r*HA II -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADNIMI STRATION DIVISION Miami, Florida 33175-2474 T (786) 315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mvw.mlamidade.eov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: 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 per•for7n 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 detennined 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) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and'Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Pan•ino, 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 Pan•ino, P.E., on August 19, 2014, all bearing the Miatni-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 manufachire 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 thejob site at the request ofthe Building Official. This NOA,revises NOA 4 13-0321.07 and consists of this page 1, evidence submitted pages E-1, E-2 and E-3' as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, Y.E., M.S. 1 ' / NOA No. 14-0903.03 MIAMI-DADECOUNTY '1f. % '• G^- Txpiration Date: 09/11/2018 Approval Date: 10/09/2014 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing Alo. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E., dated 1larch 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 through 3 ql'3, prepared bl, Craig Parrino, P.E., dated March 24. 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parriuo, P.E. B. TESTS L Test report on flexru•al testing or 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled k1odels•, total of (13) concrete lintel'specisnen.s, perASTjV E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hanson, P. E. C. CALCUL.ATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed b,>; Craig Parriuo, P.E. 2. Calculations for Cast-Crele Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Qualit), Systems hlanualfor Cast -Crete ,Machine rllade Precast Lintels revised on Atari' 1, 2002. 2. Cast -Crete Quall{v Svstemr kfarrualfor 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 1 o/' 1, prepared by Craig Parrhso, 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 bl, Craig Parrino, P.E., dated dlarch 24, 2003, last revision dated rl-Larch 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Alone. D. QUALITY ASSURANCE 1. By Hiand-Dade Coynty Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. H ettfiy A. Makar, P.E., M.S. Product Control Unit Supervisor NA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 9,12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheel 1 of 1, prepared by Craig Parrino, P.E., dated Adarch 24, 2003 and Dralving No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Sctfe Load Tables", sheets / through 3 of3, prepared by Craig Parrino, P.E., dated ddarch 24, 2003, last revision dated Alarch l 1, 2008, all signed and sealed by Craig Parrino, P.F,., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY- ASSURANCE 1. By rVlianti-Dade County Department of Permitting, F.nvlronmenl, and Regulaloq Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter,Jroni Cast -Crete Corporation, dated Febrtla y 03, 2012, signed and settled by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None, B. TEST'S 1. None. C. CALCULATIONS 1, Arone. D. QUALITY ASSURANCE 1. By Arland -Dade County Department ofRegulaloly and Economic Resources (RER), E. MATERIAL CERTIFICATIONS 1. None. j 1 r^y t. •'7 y A. iYMakar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E - 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. , NEW EVIDENCE SUBMITTED A.' DRAWINGS 1. Draiving jVo. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, AE., dated March 24, 2003 and Drawing r\to. LT9612, titled "Cast -Crete a ", 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. K. on Attgust 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculatiars,for Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed b1, Craig Parrino, P. E. D. QUALITY ASSURANCE 1. By klianri-Dade Couno, Department ofRegulator), cad Economic Resources (RI;R). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fivin Cast -Crete USA, Inc., dated fIugust 19, 2014, signed and settled by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Hcl latter, 1'.E„ NI.S. Product Control Unit Supervisor NOA No. 14-0903,03 Exptratiou Date: 09/11/2018 Approval Date: 10/09/2014 E-3 N AST Cm HIGH STRENGTH PRECAST AND RETE PRESTRESSED CONCRETE LINTELS TYPE '- TYPE -A-_STIRf 7 UVANAAL) Nam 75 1I 4" SOLID LINTEL DATA TABLE l JtiiM, lim m Qe[KURI.i+n,MECAMryrt3rta.tu!.atoa->a m i[E1 r 6" PRECAST U-LINTEL DATA TABLE 4i 6mW- sol-W, f.1 H9 Oner amMWtaurlo30417HIME"oa1mavct"©aoo o®rr—:.Tram- nrtasa[atA initmimm Inr.,72ssTarnJl 1rarvrrEs>rmrwarwgfwmrwm rravrrsnEaar:italtr.$nv rn:r1'7[S•9t1• rl®ra T>trTnna:i lrtxr gar>r0o fEam 7rrSS7rtL[t^?RSQvro70 ffE lmmfflm-f arF73L'.IrLICI reus.!mmaOOit1UM-v9rTz®®meare>I:oa+o STM12" PRECAST U-LINTEL DATA TABLE mra•+ tartus om v.mrmtarno cr auu r nuvs:L ua atss I r r1: a®[x avJa loma ao F7tS:>1[FL'L^.1t1 r V[3'Gic a/r.40 ntttarea r v®ear E3C10 r a arr.uramarea:o[r,o rrd9ERrrlrFJliLIIdiIFfli':d 60 m7i>• n-H!J Q1L'dum" rgitarFanmmrrUliiLd6t<)• unrt[ rmrpat mma[ omo Kam 12=3ME 1 omo mr[ ruarfru anryF 11 EUMM m® ma arfar<^a¢ma a..mr rrxao 12'_ PRECAST W/ 2" RECESS DDOR U-LINTEL DAIA-TABLE tt-'-- Etli1' f .h. f ;•--f^-!!rr I/Y TiFP{flil.Y lf(•'J<1lii ti`!1 igT,L,l ttalil ilJ fi C. EILSiiaC51®tiA[:l%1]®vrfL 1®O mrtoa3armr: r.^a Vest: 3a©aro r,..... oelrr:a1t arrsarrairrJ ves:: euarJ.lucl vers:•.n t rr>.© ao ff ncrsrKrfineuar rlfsvca.araor.MsnK>•s amJsv..,csnf rJsrrrnt t,.fe>avEn m ne rrni Gin o rf. s rrrufaur n.oawrl.x rs rawTKo tot rwun arrroax. rf c r. N.tTaO .f COMGMT ura AM CMMOT .f tWwa oOOR YrsinaUmc, Rf" OUf TN[ MW MATf1! 9m"w C -cmm 1rs•% M RAL 1. n.00IRs SUM Tna ..W • Ln.F fa. f.. aa. f• Kw L aTU,RU. =016i", . MI. 12 UMM UWM - S.Y. r" RM N m "I. l MOM WK TOLL ll. M Of nM.Op MIUM Au O—Eb SUAIM a.. OMafff fT•uG116. r.. fDM rL roa au . u1n uD fi IICY f.OY mm m N TXf AW"c.r C.La: m O m - w Or rLG. T Ma . r.. a.04 rat f0.. rcx uwlaa afwv. - .. 1 w .UNYfaq .a.c l.Kcau.. won .Iw1u a... n."mna a . MWKToKf KV=o aa—f.eiva ox . MO 11 - Unlu anu nwfm Fr TOT.L Pannu y Rf: vlil4 rmmNi^ i1111ha rTo:i a 0. 4 ISldlain: • IQ pQ c3. o3 AaeePlx+ v Noy- o•. F, SP0: I /•' gtmliw 1)OtO i ram CRAIGPARRWOOR10• 6324CR579rdD.^°nCn PRECAST AND PRESTRESSED LINTEL DETAILS fE[ µWife Wf.u-14 UM M. JOW /:U:DSWL: AS SIIOMM OAm 3/:4/0 ad= IT. ctkz rrfalm, rt OGru'ia rail: SHIM 1 OF GENERAL NOTES 1) IAelerWe. re 4' pr.uct rot.]r 3000 gd rc 4' It 12 r.snit Idd 6000 p' re grod • 3 W w Y moo mn 3/6 d eyy yduncnbrrwonryuNle (Cxln per A5T4 q0 rile mNrwrn nelredeerepr.nHe dre Orr I o0 pr gz per AST'A915 Crud MD- mertr per ASM C270 4" Y r S 2) An sale bw tilln bow w mirir.wm 4 imh mWdW b.er44 1J61Qr— S.L. laws for rW 6W. 12U6 end I=; met be r dw,d by 20i x b.rh1 kAo Is I. , 3) proride 1.1 m tar bed .M hmd J.M.. 4) Th. nanbr . pv.Mhad W"to V. percent miclim la gr.de 40 6ald oiled nb.,. L69ngfe W-4' Uet, M24-2B We gift* load > 14281N' 142 nd...6W 1 1422 (.66) 1228 p6 5) M bade nwt or -4 3t0 W lotion. r,,, - IrAd typo 6 A 12F6 17'-4' t bngr cor -ek, v ed L/180 4dkcfbn, the b limited is ur"— me.twnrd 1M Flarldo Buifsq Cde Sect.. 160411 w .ppr. Is. 6) SF_ QUA Web a r.Wh& 7) 4' sdd 6+lele b be Willed w/ C denurbe hnl. ,A.1 oil t' lurnalm .erlkeL Q Ne144io0on/.11sM:I d 1w, mud _py r,th W wdiledad mJ/r sl.ucbad bcwntd>. 9) Th. de*w m.y mkot. cric.rdrdw bob irwn tM W. bad t.Y- bywh".g Me mix— ras.8.g rtrernnt aM show at 4-am bam thetoe .I suppwL 10) NJL - Ltd M" 11) 8oltsm rdd a"w "be, to k imkd d the wtrn d ure Idd c•.iy. TYPF DFSGNAQON r r. norwww/u•wum zr' 121`16-28/2T r.aac etarJ L aa.nJ •1 iR (lAE"a IY crLiewpaanw .• tws V 91L 01 eme.0 me tl• ( q nwuoeo is r umns eornr ewaue 11 5 • ACTUAL rya n neae4eo) 12" N WKAL YAOTH 12) 6' t 12' Uuteb m mmr4wiwd with 5-1/2' long eekhes at VA ends is ocam I is ,sdk.1 cd nbAordnp .M groutnq - 13) The cicriar s.4m. of Web iM.YAd n ..leer Bowels rt -w.ry ewb ad twee o c = of at.. sqg d b ac ,&na 4h ASM Cre26 r o r apprmd cwti4 14) LMAe bdad sinuYanmusy :Ah ver6cd fg-p v g1ll) -A 1,Munid btuol) beds etenb be 6.W fr . eemW be ey r1h N. fe0eeing .gw Apprrd "d;.l load + Appllw. hDwd lead S IA Sd. r.Aicd loud Set. W.." load 15) F. —p.IW IM.t bdphlo nil •from u. sak Wd fi- uA Ia he4W eh.sl 16) Fr Wel bn9W net olveA'use sole lead Inm red longed length sboem 17) We ledb an saperbyucd afowabb load& 18) Safe bob b.sw a rd.-I design sely.t. p.r All 5M oM AO 31L 12) A6s6rd blenl Mil cgsriy ern M .blsirrl M gu Nr'gnry prwdfug adA—1 rerdeneduau.de r.sany arAs (ROLLQ drn Ur inbl See aYebi I, SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING fOR EACH ADDITIONAL REINFORCED CMU (RCMU) FULL COURSE 1/ 2' CUi 11T' (1) 15 REBAR FOR C LKIEL5 2) 15 REBAR FOR 12' LNTELS GR40 or GR60 SAFE LOADS FOR 4" SOLID LINTELS 4- 4-cmGRAVITY TYPE LENGTH 4S8 S- 6' (42 PRECAST 1180 4'- 0' (48' PRECAST 959 4'- 6' (541 PRECAST 789 5'- 10-(701 PRECAST 460 6'- 6- (78' PRECAST 350 7'- 6' (90 PRECAST 260 9'- 4' (112' PRECAST 156 10'- 6' (126 PRECAST 116 12UB Cwst arn UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'- 6' (42-) PRECAST 687 371 4'- 0- (48-) PRECAST 597 320 4'- 6- (54 PRECAST 529 258 5'- 10-(70' PRECAST 407 148 6'- 6- (78' PRECAST 366 118 7'- 6' (901 PRECAST 280 87 9'- 4• (112-) PRECAST 187 55 10'- 6-(1261 PRECAST 152 43 T12FB 12F12 121716 6U8 6F8 6F12 6F16 • • ,:•' H, 7::'•. `_•: " ter; : ei'.;';'.y •' ••' ''"•I • 4S8 G g • 12F28 12F24 12F20 PILOOIJCI' fULYlSIit] 1• + 's :. (,% :*= rmmpl7f^C,.ilh th•: Ffwfda STFUwldinyL'•xl: ape / .`CRAIG PARITNO ' bncc rr l_4r• -Yo j R; O t1 SEFFW L FL " 6324CR579 gFl) u/ we 33584 A4rcdn 6F32' 6F28 6F24 6F20 ' s^oy G e • •. uonn•,•" Addd' VAL t4.4 FL RE UC. NCL 44756ME. GER OF CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES oxiesW .Axe oro765 14 oYA1rtf rt: "MAAtwo srxF xis Q93iA'; ul 3/2A/0.Tculmo rn Coda PAMM. p.E. - Yr6. R0. 447Ss oYM•16:R0. 1i461i SI[FI I W 3 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH3'-6- 60 6FB-18 6F12-18 6F28-1B 6F32-1B 421 PRECAST 2332 2676 3892 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3892 JV16- 1800-106F24-18 7227 8297 9357 4'-6' (541 PRECAST 1654 1887 3633 7227 8297 9357 5'-10-(701 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 i-6- (90' PRECAST 779 883 1459 2185 3151 4524 6654 9357 9'-4' (112' PRECAST 584 660 1056 1523 2084 2795 MI 5017 10'-6'(126' PRECAST 503 566 B95 1270 1706 2236 2898 3747 11'-4'(136') PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 IT-4'(160 PRECAST 373 417 646 895 1170 1485 1852 2285 14'-0-(168 PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4'(2081 PRECAST N.R 299 455 620 794 985 1198 1437 U) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FED ADDED REBAR SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 OE11M U SAFE LATERAL LOADS FOR 6" PRECAST U•LINTELS SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS MM-41 „IllI SAFPLFAD SAFE LOAD POUNDS PER LINEAR FOOT TMPE LENGTH 6U8 6F8 RCMU NPE LENGTH 6F8-I1 6FI2-IT 6F16-tT 6F20-11 6F24-It 6F28-IT 6F32-IT S-6' (421 PRECAST 587 1055 596 S-6- (421 PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0- (481 PRECAST 487 787 445 4'-0" (48' PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (54-) PRECAST 416 609 344 4'-6' (541 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10' (701 PRECAST 300 350 198 5'-10' (70') PRECAST 1600 1979 2357 2736 3114 6'-6' (781 PRECAST 263 496 157 6'-6' (781 PRECAST 1437f) 1777 2117 2457 2797 i-6- (90' PRECAST 222 367 116 7'-6- (901 PRECAST 57557100 1249 154414 1840x1 213514 2431 9'-4- (1121 PRECAST 173 352 74 9'-4' (112l PRECAST 980 1252 1492 1732 1972 10'-6-(1261 PRECAST 151 276 58 10'-6'(1261 PRECAST 787 1121 1335 1551 1766 IV-4-(136-) PRECAST 139 311 49 11'-4-(136-) PRECAST 474 404nG 685 985 1213 1442 1645 12'-0-(144-) PRECAST 131 277 44 12'-0'(144") PRECAST 454 367n1 619 888 1093 1299 1506 13'-4-(1607 PRECAST 117 223 35 13'-4-(160') PRECAST 402 308 516 735 906 1076 1247 14'-0-(168-) PRECAST 111 202 32 14'-0'(168-) PRECAST 368 14 285 475 677 832 989 1145 17'-4-(20n PRESTRESSED N.R. 130 21 17'-4'(2081 PRECAST 253 20B 338 1 476 585 693 B03 SEE GENERAL NOTE 18 (j) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 r 'Q CRAIGPARRINO S........ vo '41 6324 CH 57970NA1 .%'* SEFFNER FL 83584 FL. P.E. UC. NO 44N PRODucrlt8VJ8ZDE1W1lt1g3+^e"IAA IK Fl" id, rear" l+riruinc.N. fil Zo/p 4ml L) CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB EKE K"E. plrilf-u mn rr: ou wmA te. r• x.1.5. Iuo 3/24/4l CxECCEO n: CIA Punxq P.E. - EEG. Mo. 4475E WG'/1 M. L14612 SHEET C SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS Cwar`wn+t SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12U8 12FB-28 12F12-28 121`4-28 12F20-N 121`24-28 12128-28 12F32-28 S-6- (421 PRECAST 3428 5000 5839 7619 9352 11060 12755 14438 4'-0' (481 PRECAST 2923 4232 5838 7619 9352 11050 12755 14438 4'-6' (54') PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10'(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 1443$, 6'-6' (781 PRECAST 1383 1966- 2679 4196 6421 1DO32 12755 144 7'-6- (9D1 PRECAST 1138 1628 2131 3218 4675 6756 9763 135216 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 75521 10'-6-(1261 PRECAST 614 1043 1295 1853 2516 3323 4334 5632 11'-4-(1361 PRECASI 518 945 1162 1649 2216 2893 3719 4746 12'-0'(144') PRECAST 456 878 1 1073 1513 2020 2617 MM 4206 13'-4-(1601 PRECAST 359 767 926 1294 1709 2188 2743 3409E 14'-O'(1681 PRECAST 321 720D 865 1204 1584 2017 2451 3106E 17'-4'(2081 PRECAST N.R. 451, 6311, 881t 11411 14281, 17501 2102 19'-4' (2321 PRECAST N.R. 3431, 477 P 700 p 925 1152 1380 M I) W NLPWRS IN PAREIIMF3S ARE PF/ICDIF REDACTIONS FOR ONE 40 FIELD ADDED AERATE SEE GENERA 110IE M 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS C-CM" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12RO 12RF6-2812NIO- IM14-2612RF18- 128122- Itt _ 12RF30- 4'-4- (521 PRECAST 25M 2942 5468 7584 9640 11669 13679 15679 4'-6- (54') PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 5'-6' (681 PRECAST 1347 1541 3555 6395 9640 11669 13679 1567% 5'-10'(701 PRECAST 1259 1758 3361 5954 9358 11669 13679 1567q. 6'-B' (801 PRECAST 924 1430 26M 4415 6884 10351 12574 1480q 7'-6' (90') PRECAST 703 1203 2157 3494 5259 7922 9623 1132R 9'-B' (1161 PRECAST 389 843 1451 2157 1 3203 44270 5417C. 6380 I) TIE R0ILDERS I4 PNIENMEM AM ETICDR REDUCTIONS FOR GRAZE 40 FIELD ADDED REBIR SEE CENDIAL NINE NO. 4 SAFE LATERAL LOADS MR 41' PGFf:tCT IIJ IWTFI A 4_w4_m SAFE LOAD PLF LENGTH TYPE 12U8 12FE1 ImuM. 3'-6- (421 PRECAST 1295 4841 393 , 4'-0' (481 PRECAST 1295 4841 299J. 4'-6' (541 PRECAST 1049 3922 2417 5'-10-(701 PRECAST 681 2547 155 6'-6' (78') PRECAST 579 2167 1234U4 7'-6- (901 PRECAST 474 1771 914 9'-4- (1121 PRECAST 355 5SOp4 10'-6'(1261PRECAST 306 454, 11'-4-(1361 PRECAST 278 E85 388, 12'-0' (1441 PRECAST 260 34 13'-4-(1601 PRECAST 229 278 14'-0-(1581 PRECAST 216 809 251 17'-4' (20B1 PRESTRESSED N.R. 633 162P4 I9'-4'(2321 PRESTRESSED N.R. 534 1300 YC ULIYLIVLL t1UC IO SAFE LATERAL LOADS FOR 12" PRECAST W 2" RECESS DOOR II -LINTELS SAFE LO, PLF SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4ilet 4— SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12FO-21 121.12-2112F16-2112F20-2T 12F24-IT 12128-21 1202-2T S- 6- (421 PRECAST 2752 4287 5613 6938 5264 9589 10915 4'- 0- (48') PRECAST 23M 3721 4872 6023 7174 1 B325 9477 4'- 6- (54') PRECAST 2113 3291 4310 5328 6347 7365 8384 T- 10'(70') PRECAST 1623 2521 111 3310 4092 41175 5658 6441 6'- 6' (78') PRECAST 1444 2269' 2972 3675 4378 5081 5784 7'- 6' (90') PRECAST 12671 1167 258 3194 38061Y 4417 5028 9'- 4- (1121 PRECAST 10280 1171 2006 25901 3087 3583 4079 px 10'- 6"(1261 PRECAST 9201 947,01 1612 2281 2764 32091, 3653 ll'- 4%1361 PRECAST 859 829 1404J 1982 2441 2902 3364 12'- 0-(1441 PRECAST 814 753 1269P 1785 2201 2616 3032 13'- 4-(160') PRECAST 678 633, 1057 1485 1826 2169 2513 14'- 0-(165') PRECAST 622 111 5861 974 pq 1365 16790 1993p, 2309 17'- 4'(2081 PRECAST 434 ca 427 6095, 964 1182 14D2,1 1623 19'- 4'(232') PRECAST 366 370 593 817 It, 1002 1187 1372p I) 1NE NLA410IS IN PMENNESS ARE PERCENI FEDUCIIZIS FOR GRADE 40 FELD ADDED REEAA SEE GENEIK WE M 4 SAFE UPLIFT LOADS FOR 12" PRECAST wI2" RECESS DOOR U•LINTELS AAsll& M I SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TxP - 12RU612RF6 RCM LENGTH TYPE: 12186-21 12RF10-211tAF14_2 4'- 4- (521 PRECAST 1295 3692 258A 4'-4- (521 PRECAST 1626 2685 3746 4'- 6',(541 PRECAST 1213 3458 2417 4'-6- (541 PRECAST 1558 2582 3602 5'- 8' (691 PRECAST 784 2236 1650p 5'-8- (68") PRECAST 1210 2D42 2850 5'- 10-(701 PRECAST 747 2129 155 5'- TO- (701 PRECAST 1173 1984 2769 6'- 8' (801 PRECAST 602 1716 1170,6'-8' 801 PRECAST 10201 1538 2426 T- 6- (901 PRECAST 504 1438 914M 7'-6- (901 PRECAST 904 1226 2163 9'- B' (l16') PRECAST 355 1011 45 " IB 8' (116') PRECAST 7031, 771 l4 14729 KWIERS IN FAREIRIE56 PFRC AREEM REOI MIS FOR G • ENS' • 40 FIELD ADDED REM SEE GENERAL NOTE ICI.4 6091 447 lI4000E,T ItC.VISI•f1yf: D Idi'l ioA,viUl AIM; llunaa * UI11diryFCodeD• T E F/L- 4 Alwe lnta \ol¢_cya7 03 C' CRAIGPARRINO bn k—y 4T A8 6324 CR 579SO ' . G WFNERI,F1 33584 KmnlFTade ue 1 SEE GENERAL NOTES - SHEET 1 OF 3 tAejeN 4,,,` 4 FI. P.EILTC,1Y0.lUYl5B 1YE A f. MEMEIER OF ,t- V 11T ICAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES KW 3 1 I Ot A' c •.t! FIE 14YD gSUII-I4 IORA11N n: JONAN ALNWO SGIE: M.iiw DAFT: 3/i4/03 GNOfFD li: W,IDPADWIO, PF, -IRO. N0, MSt IMNMG:N4 FRIEIS EIFEF 3 OF S MIA DAIDE MUMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) L 1805 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) %vww.miamldade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing'the use of construction, materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Lone 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 Renewal 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 manufacturers 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 renews NOA /114-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E- 5 as well as approval document mentioned above. The submitted documentation was reviewed by. Hrl7,, myA. Makar, P.E., M.S. NOA No. 16-0126.03 MIAMFI) ADE COUNTY I/ Expiration Date: 05/21/2017 Approval Date: 04/28/2016 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet I of1, both drawings signed and sealed by Craig Parrino, P.E. R. TESTS 1. Test report on flexural lesling on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Ramon, P.E. C. • CALCULATIONS 1. Calculationsfor Cast -Crete 8-incb 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 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 Certified Inspection Report #20-8275 dated 06120/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report 420-8345 dated 11/13195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report 42111-078240 dated 04/25/96 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report 484-M19614 dated 02129/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A66332 dated 01128/96 for 94 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report 484-M20749 dated 04/05/96for #S 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 04121/96for #4 rebar by Birmingham: Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196for #,rebar by Birmingham Steel Corp. 14. &414 FIVIny'A. Makar, P.E., M.S. ProdtierControl Section Supervisor. NOA No..16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196for #S 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 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 1 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 of2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #S dated March 24, 2003, all drawings are signed and sealed'by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTMS-S29-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, 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. Y - wz, ny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 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, tilled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL_ CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2007 Edition. H64 A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Co poration, 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 #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated 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, 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. He A. Makar, P.E., M.S. Product Conteol Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. 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 (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated.lanuary 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. H A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E - 5 AST RETEa HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRODUCT RUNCUIM r taOTITM •Nth the Flm;dt6o]1dE,D` Code ACCeyS,tM N. lion IYUe ey In I t' PBF • T M/ 2• R[flet tool I-,nnrt e• PRECAST 1- N[SIOFia[n u_UxfFL TYPE "A" STIRRUPS Y 7/32"01 BAR 10 STIRRUPS 6 1 4 - 6 LIN7 STIRRUP DETAILS C lG Nt1 17/ 32"r BA STIRRUPS TYPE '13" STIRRUPS t n LINTEL TIRRUDETAILS Tuw YLL LIN NiJ1WJ SC'(WE CKI l7AGING 14 - a 0.134 SA2 3 3 7 32 IC-S' 13 - 4- oa 40 SQ FAA 1 3 7 2 BM 13-2 4 • - 17 - 1 0.138 439 7 32 OR 1 -3 7 32 90 17 -2 4 0 3'-t' III - A" 0.116 1 2 1'-3- 32 19 -2 4 { -t I 21'-{' e, 1S4 737 7 2 BAR 1 7/32 BAR 21'-2• S • 1!:' 0 3•-9 3/4- 10 t2'- 0• 0.2DO All 12 M i, 7/32 BAR 21'-10-a 0 3'-10 s/I 10 u'- 0- 10.219 0 32 BAR 1 - 7/] 2BAR 23'-10" 6 0 V-3 1/0" 10 18 -D u l • Y '. 1,/. lm1a,1.I t:rts F.i<1!'•C71J i4 li;[3TB3'"E7 ramnomioalrnr ziaaF:ar mv...ti moo 1+ uarraesr any InVAUL MM" IEiG Y OI Fimi[E}S! AlL4lI!n;PS•.f1r2>•:3.L':3p aa ilF® ra inlllltCli"!!f Ir'3L':I irrara mind vc •.• ADt..[ Au .,40. u0es ITI['E' RDYIIE 1LL EIARY,TtU PIPE Y• C,u.,NS e raw" Was RF IBITFL 9E NFORCINO CACE FAIRI ATION YOD 1 :• rn OfOu MLf 2trctNEs ED ItNI n.FFIw R,Rt•Iu0 cA• rAe I .TIDN u nF 8" PRECAST_ U-L N EL DATA TABLE rA rrT.T7v®raa mrr a[i a L" MAY3tiTrJOC vA1T!:3:7c>to 111111ELM 131ML7aa gym v®vaa nanmii r»a rc.] I r re samal REM rUA fMtRMAUMto frwvv6'• 11L:Ll rELMID"EcnO TY6 PROFRIfTART YIfORIL11I0N 6 PROND[D fOR PROOUCi APPROYAL R ED FtOi CO BY CO/TMT LAWS AND CANNOT BE RENIODUCCO Oft OI3MMED IITTROUT IKE " MOIIER CONSENT OF CAST-CKTE USA. DEC. CHOJ71' 7_1:Iai1 a:.,io iaa;aR•rlKFWFF , , r. a. u 761c.].:IE Llalac:c•>_ir:1LEa>, s.rm2]vl a.wslacl>tN n:la:sE»rR:;;rr J f`. 'IFs...' <?' 61[ > ta>f.7\a>1'Ipl•]: - L /ice_ ,I r - ' . B" PRESTRfSSED U-IIN7f1 GENERAL NOTES: 1. KINfOKOG STEER: 7/32 EAR AMU ASION 13. H. I. MOTE, IRE TOTAL MAINER Or STIRRUP AND 7S RtOAA GRADE E0 ASTW ACTS, 7/12 INCH REOUSED IS COONIED VARIM PROW EACH M" EIER 270[CI LCW-KLAXAJ OH PRESTRESLIID END Of THE REWFOKOIO CAGE: rot c2Amt SRTANO ASTNI 416. - NO. OF SINNVK R 4. THEN THE S. CONCKTC SIR[1ms- F. " saw PS, ron V' 1EMFORe[I0 tACC YODEL mom STIRRUPS NIESTRESW LOIELS: 1. • 4000 PSI FOR ALL FROM EACH EEO. PRECAST B WQi 1111TCL9. S. ti POUNDS Or POLIPVOMENE FIVERS PER S. IN[IIAL PRESTRESS fORCC " O.7o R I— CV•TD. OF CONCAETE RAT K U3ED II LIEN OF PRESIUSSEO LMIL REDIFORCING CAGE 4. 9TRrPWa - - PV[STRISSED , TO IISIST UF1*V ANN HANDLING FORCES. QVIUS& G • • ENs • , : rrtooucTlEL-wsT;D u woVIyitt,.Tlh 111R T-WdDk: f/v z ounces Ced "Acalu», Ectro!¢o 03.02 o : : 7t a 4an Ihl.. EqO% •CRAnPAF0140 cl 6324 CR 579 MI url 't wuol— I'" S •' ( j\CL: SEFFNER FL 33584 . ' R, O/3j/ E,N L••` FL. P.E. LIC. NO.44756 SAFE GRAVITY LOADS FOR 6" PRECAST 6 PRESTRESSED U-LINTELS A• PRFcnPTRvaEsrnF4SFo0u.uMiFLS SAFE UPLIFT LOADS FOR 8" PRECAST a; PRESTRESSED U-LINTELS asr-Cisrn' SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 1F1-0e aF12-00 IFl{-W aF20-09 AF24-M V2e-1g SF12-09Wa-I9 8F12-13 I aFlb-1e vo-in aT24-18 aF2e-18 F32-11 3'-6' (427 PRECAST 2231 30W 3719 5143 iml D54 930E 10951 m 4605 113 7547 6974 10394 11SW 4'-0' (481 PRECAST 1966 utl 2751 352D a1D 5951 7034 8107 2613 4405 113 7547 W74 ID394 11909 4'-6- (547 • PRECAST 1599 19a9 2110 2131 3763 4576 5400 5224 21W 4375 9113 7517 a{7! 10394 IIb9 5'-4' (64j PRECAST 1217 1349 ton 190! 25W 3123 seas 4219 11:3 3090 5]65 7547 751E 1711 10127 5'-ID'(70' PRECAST 106E tt0s 1113 1531 2010 2549 30D9 3470 1151 2622 4310 71a6 , WSa 7151 i e320 tm 6'-6' (78' PRECAST 908 1Lla 2177 34a0 3031 3707 43u sail 1233 2177 3450 53a1 1360 1D19 a25 T-6' (90') PRECAST 743 1011 1721 2632 2205 759e 3191 3"s toll 1729 2661 3el1 Mai 9467 647E 1127 PRECAST r 692 1160 1625 2%4 3us late 3302 752 1245 1W 2564 346E 4705 6390 10'-6"(1267 PRECAST 475 535 em 1247 2093 2777 2163 25M 943 1052 1533 2013 1 2791 1 38430 4754 I1'-4'(136') PRECAST 362 Set 14.5 u6e 1941 2423 3127 4W6 Sn1 145 1361 2423 3122 4005 12'-O'(144) PRECAST 337, 510 913 1254 2113 2W5 3552 540 873 1254 2113 2505 S62 13'-4'(160' PRECAST 296 471 755 1075 153a 2315 2003 171 755 1075 rinm INa 2316 2a5.1 14'-0° (168' PRECAST 279 424 706 1002 I®7 2127 26M 42 709 100E IW7 2127 7WO 14'-a-(176') PRESTRESSED N.R. MR NR MR MR 45e 7151 1570 242N5 5125f7 211E 15'-4'(184 PRESTRESSED N.R. a MR NR MR 1R MR 412 710 1250 1733 203a 2320 2513 17'-4'(208') PRESTRESSED N.R. MR toe N( MR NA JR MR 300 548 950 I321 1e09 Ia11 2047 19'-4-(232') PRESTRESSED N.R, MR OR MR MR MR NR IR 235 420 750 1037 1282 1515 1716 21'-4'(256' PRESTRESSED N R. NR MR MR MR MA MR 1,8 160 34D 595 845 1114 1359 1468 22'-0"(2641 PRESTRESSED Nit MR MR 7tA RR NR MR MR 165 315 1 550 7a4 1047 1285 1.91 24'-0' (2881 PRESTRESSED NIL Kt MR 4R MR 121 250 450 154 664 I= Im n THE NUMBERS IN PARENTHESES ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE MO. 4 ON SHEET 3 OF 3. SEE GENERAL NOTES - i4ar4 a a' SAFE LOAD PLF LENGTH TYPE 8U8 BF8 RCMU 3'-6" (42") PRECAST 1025 1024 1598 4'-0' (481 PRECAST 765 763 1309 4'-6- (54' PRECAST 592 591 1073 5'-4' (64') PRECAST 411 411 745 5'-10'(70') -PRECAST 34D 339 616 6'-6' (781 PRECAST 507 721 490 r-G (901 PRECAST 424 534 363 9'-4- (112') PRECAST 326. 512 230 10'-6" (1261 PRECAST 284 401 180 1l'-4' (136') PRECAST 260 452 154 12'-0"(144') PRECAST 244 402 137 13'-4' (1607 PRECAST 217 324 110 14'-0-(1681 PRECAST 205 293 100 14'-8-(176') PRESTRESSED N.R. 284 91 IV-4-(fa47 PRESTRESSED N.R. 259 83 17'-4' (2081 PRESTRESSED N.R. 194 64 - 19'-4' (232-) PRESTRESSED N.R. 148 52 21'-4"(256') PRESTRESSED N.R. 125 42 22'-0-(2641 PRESTRESSED N.R. 116 40 r2;7-0- C288') PRESTRESSED N.R. 91 33 Cws Ci4ctr SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH ale-17 ZM-21 aF12-IT 8F12-27 orli-lT aF1e-27 aF20--11 OF20-27 aF2+-IT RF24-21 621-f7 IF2{-2T AF42-11 AF32-21 3'-6' (42' "PRECAST 1552 2655 S24 4394 5263 6132 W 1569 2655 M24 4394 SW 6132 7001 4'-0- (481 PRECAST IN3 2305 3060 3115 4570 53M 6070 1363 W 3060 215 4570 S325 6079 V-6- (541 PRECAST 1207 2040 2707 3375 4043 4711 5379 1207 2040 2707 33A 4043 4711 3379 5-4- (64") PRECAST W6 71 , 2276 2W 3399 3961 4522 1010 1715 227E 1 208 3399 39il 4522 5'-10' (70' PRECAST 903 1567 2 2593 3107 3620 i 4133 971N695 2W 2593 3107 3620 4133 6'-6" (78' PRECAST 435 n 1 2329 273 3251 371E 835 180 2329 2790 3251 3712 7'-6' (90) PRECAST 727 1624 2025 2426 2527 3226 727 1624 2023 2420 2a27 3226 9'-4' (1121 PRECAST 591 1136 1474 1815 2157 2500 IN 591 1318 1143 1959 2294 2619 10'-6-(1261 PRECAST 53D 916 1113 1451 1756 2011 530 IIbO 147E A 1763 W 2055 1 2345 PRECAST 474 504 100 1037 1214 1513 1753 494 607 104214 1372 1643 1915 11 2197 , 12'-0 (1447 PRECAST 470 45a n 724 935 1153 1369 1585 47D 550 S40 1302 p 15604 151 W 2075 13'-4'(150') PRECAST 41e . 3e6 col 7e5 1w n+3 1323 128 - 460 7W 11% 1419 7 , 14'-0' (168 PRECAST 311 l:a 590 724 169 0 410 425 717 f063 135{ r07 14'-8"(176') PRESTRESSED 239 334 520 672 9u 31 245 395 693 180141003 MInS7315'-4'(184' PRESTRESSED 224 313 486 27 769 54 230 391 916 105 1240 96 1T-4'(206j PRESTRESSED 197 263 405 521 638 3 , t97 306 S06 740 1005 73 , 19'-4-(2321 PRESTRESSED 162 229 341 p 447 547 647 747 166 263 429 1 623 1.4 541 aA 1059a 1727 21'-4-(256-1 PRESTRESSED 142 204 307 oji 393 pA 4a0 565 , 655 142 232 373 PI 531 1,4 721 905 t, 1045 22'-O'(2641 PRESTRESSED t37 197 295 3n 4c2 546 630 137 223 35e 511 , 605 WJP 299 24'-0•(2881 PRESTRESSED 124 170 041 267 342 416 j,4 492o 557 124 247E 1 319 pil 455 W4 mol 757 m 875 SEE GENERAL NOTE NO. 18 ON SHEET 3 OF 3. 11(Fj4 ARE PERCENT REDUCTIONS FOR GRADE 40 GENERAL NOTE NO. 4 ON SHEET 3 OF 3. rp iENTHESIS CJ.• CEN •',,,'' n''/ 9 WighLb. If411 0 / - PRODUCI'RFVISUD Drddi r,6.1IN FTo,4do A Z 3 TE F CRAIGPARFIWOQ Aptt•4p11a,Y fYo O o lY.4a1ba D11.. k! 6324CR$792DR\Op(3 DrM4 IDd4ildli 1SEFFNER. R. 33504 cC fir` SOr :::. .•` FL. P.E. LIC. NO.44758 1WI'lVol**mCAT0 /1 (i `IYl 1f,{y.41A44 rnl:flflQll r [1 4 ir 4E•1GIj CAST CRETE 8" LINTEL FABRICATION DETAILS CASTr( 44 e44a• rt:41 vltiT t; E41: J - 3[ 44.t 1:17:/3m:13WLYl11, __ :rArrAn - - SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR CRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE to 4 GENERAL NOTES SAFELATERAL LOADS FOR 8" PRECAST11T2." RECESSDOOR U•LINTELS C1 SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 R MU1, 4'-4" (52") PRECAST 758 757 1164 4'-6" (541 PRECAST 694 693 1073 5'-8' (68") PRECAST 408 407 655 5'-10-(701 PRECAST 382 381 616 6'-8' (801 PRLCAST 595 788 464 7'-S' (901 PRECAST 509 674 363 9'-8- (1161 PRECAST 370 1 490 214 0 SEE GENERAL NOTE 18 I) w 17) unlel- r. a.oi.clr.1 win 3-I/2' wy Mh ..1 h .nd, Y —6k. re 6' pa.i uW . 4000 Pd w,0g1 W rWwdq rd Sm&4. rc p.L..d kW .r660M pir04ab (C prr Ai7116C9y0dui 'rW. - .1 13) Ih. WNW .ws— i MI* k loud k C Wlx q 'tm maw o am h- wrq A A.— "I" i --d— U AMU C426 ad Ww .YF- 7 xeo mrprmiw 1 1900 W rtMr Pu ASN A613 W 60 14) U.W. Wd d ;.A—.Oy rth .ertcd 9ww n r .ylO) -1 hvN ,, "k M i..Ad lr 2. 1r I. Iwdkq .6h h WW" qu.LucpnUcsdOqska,d W AS4N A411 G, 220 Iw midnU o r.ru, W ASW C27D 7p. R .r S AFPEW ..rich kW Afpf d h.L dol 1w S.fc MW f We bd i 1.02) At W. W 44n E.x/ do 1uia... 4 ish o 2411 Oe.M1rO. rr8,d h.dww F—u', Si. hdd. 1r Fd1 In. as W OW6 mnl 1. 15) ror mpokt. GrW WON at .M A m .d. bW Irxw r" hw h.yN Lhs . T 70i 1 b"TA, I"% it IW Ur I/' lAJ FIN 41d 4rgOn .N .Eo.A uR. 8.1. NM Inm n.il Ny.ct kn11A Mat 3) P1 dd. W xeA.r Wd rr MW 0.1z 17) S.k W..rt egr4. F" 91—M. Wd. 4) 7M A . h.dcde. IN,cxepr4 ,edd's Ir40flh "&I .11.1 r.Mq. r. 19) 31. kdd, .W .o %U d dap drW* M, Am M W ACI 311 F.a 6 7A U.W W32-11 .0. f T 6W - 6472 04 19) AM41.1 kk.d loud c.p.ol/ cn .. abW d h 4.1 x by F."" aiai d 15z r.do qm 4, 602 `,1 ' ad01 Pa d...A rn .t. m.my: (Milo .6w. Ue Wd. 9a dour bd—.. 5) M Wtis,m.1 r .ccu/_ _I,f3ao ddkc0..+. "rE-6", P,:V Mtu 1 P. tf6 17' 4- W Mill idtcllr Cum i3 .Ie S.c9.n jp it m.W,l 11. FMda 6hha 6) Shw. i74d 0ddd a twad. 7) 0. 17 mbar dq k vAaAd I.r In 15 Mkm 0 /.11cchncd i IiAd "MoneyceiO %M moccl.rd kmal r dr.rc4d dmMw,ls 1) Thd d.4.r r y .rd..L. wn d Wd 6.h h.n tM W. IdW 1.Me. 11 tdol.U,g Oe .,e— r.0 q martmd rd .I,eori d-d.q = 0.. 1... N .gP.rL 10) 13L - Had Rdd 11) Wlr. M M d rAr h .s kcAW d 0. 6dt.n .1 W 1&1 e.,9y. 1/2- CLR tl u crt a 1yI W kll& 9Efl SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAsT- d64m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH eua tr 6Rfa- zr 6RF70 I 66t10 nNZ272 aeF14- I ertFl6 n artne- n a6Fn- n uru- n 6RFr6- 1 l4rrt{- n aim- U 6arpo- n 4'- 4'• (52') PRECAST 905 16663056 3751 44445 5140 05 1661 305{ 3751 4445 5140 4'- 6" (54") PRECAST 1W4 2939 3607 4275 4943 Qa7 1604 2933 3607 4275 4943 5'- 8" (sB PRECAST 675 1269 2326 2654 33{2 3911 a75 1269 2326 2a54 3362 3911 5'- 10'(701 PRECAST 855 1207 22521 2773 3786 2729 1, 6% 1233 1746 2259 2773 3M 9719 6'- 8' (80' PRECAST 570 929 Ism 1980. 2429 , 2071 3329 670 Imo 1530 19M 2429 2a79 332o T- 6" (90") PRECAST 106 742 1364 1765 2166 2567 21{8D 506 age 1364 17LS 21c6 2567 2168 9'- 8- (116") PRECAST 3" 458 e64 12220 1540 1s" z1a0 395 510 1072 1386 1701 2016 2331 THE NUMBERS IN PARENTNESIS ARE PERCENT REDUC1IONS FOR CRADE 40 FIELD ADDED REM SEE GENERAL NOTE NO. 4 TYPE DESIGNATION rr- num Ilml cw/u -twifo F12 8F16I wxm 6F JS hfw Al OXMM OFLWELWiT1 7• 8F16-lB/IT NOlue L 00AN16or F5 rro>'wx waKIGIaJawATmr15REM AT IV SEE SAFE LAWYA1 LOAD 149LES FOR 1010 RATING AMESF28 . FOR EACH IdIOggFULREINFORCEDUU (RCIM FULL COURSE PRM) CrXetMwEl 1 5 REBAR 6v C"nhOM plcvida 0 ofGR60 A,.FW c N•[jk-_ *i zA. fix. (1) RM I-1/2' CUM r. 1' T. 71 CWJT I5 tF. 6u1 Al 500M Or L171EL CAMS 401 T c4, 7• 7- 5/1' ACM tDrtw 1f6IMc11G PROVIDED N UNIEL r7Q Qu-. • . fNOUS4L160NYAW) J V•• EN O 6.44 Opp' T OF i PROIxtur movism Uulde i8lPV0, theFlnrtda AceryW,co Na / . OZ tL lwla"r2,1a ° CRAIOPARRNO 6 ss • • RI • 6324 CR 579 SEFFNER. FL 93584 C GO` ONAL ..• FL. P.E. LIC. 0 nllc CAST-CRETE 8" LINTEL FABRICATION DETAILS FLE ROL DIM13- 14 ORM 6), Mll FAM. F.F. - RM 10. 44754 IML NDI to SCALE WL of/01/!{ cz=o ir. C1A0 mn. P.L - mG a 447s0 1 AUD 1.. f0131EET 3 Or 3 4/28/2017 Florida Building Code Online BCIS Home I Log In 1 User Registration I Not Topic I Submit Surcharge I Stets a Facts I PubUcatlons I F8C Staff I BrJS Site Map [ Unks [ Search Jnricl - . k wiaj Product Approval USER: Public User z Product Approval Menu > Product a A2911G20on Se-Ut > Arolicatlon I.Ist > Appilcetlan Detail FL # FL3792-RS 4-1F1iy,':;{{+,•.-,•.` Application Type Revision Code Version 2014I'Y .i 14^'.ilk"•F""'F3! Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified Y; .,.•i'tr;;:,i ,, by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/ Em al I 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 Ext 361 acarter@lomanco•com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Mlaml-Dade BCCO - CER Mlaml-Dade BCCO - VAL gtandard Year Mlaml-Dade TAS 100 (A) 1995 Product Approval Method Method 1 Option A httpsJAvww.floridabulldlrlg.orgtprlpr app d.aspx7param=wGEVXQwtDgsFgPhXouzzgPGbeVJdllcEk7oGQ8ryYrmk%3d 113 4/28/2017 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online 09/30/2015 10/06/2015 10/09/2015 08/16/2016 PL # Model, Number or Name 3792.1 135 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 ventllation. 2. Model 13S Roof Vent and Model 2000 Power Root Vent shall be Installed over composition shingles roofs only, 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be installed on roof mean heights greater than 33 feet. Description Aluminum Roof Louver Certification Agency Certificate M 3792 RS C CAC Lomanco 135 - 2000 PV - NOA 11- 0602.02.12df Quality Assurance Contract Expiration Date 08/17/2016 Installation Instructions FL3792 R8 II Lomanco 135 - 2000 PV - NOA 11-0602.02.0 Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R8 AE Lomanco 135 - 2000 PV - NOA 11- 0602,02,adf Created by Independent Thlyd Party: Yes 3792.2 730 Roof Louver Aluminum Roof Louver Limits of use, T Certiflowtion'Agency Certificate Approved for use in HVHZ: Yes FL3792 R8 C CAC Lomanco 706 Series - NOA 11- 0602.04.odfApprovedforusie,outslde HVHZ: Yes Impact Resistant: N/A QualityAssurAnce Contract Expiration Date Design Pressure: N/A 08/16/2016 Other: 1. Refer to,applicable building codes for required .-Installation Instructions ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers. FL3792 RB It Lomanco 700 Series - NOA 11-0602,04.odf Verified -By: Mlamf-Dade BCCO - CERshallcomplywithapplicablebuildingcode, 3, Lomanco's Model 730,750,770'Roof Louvers shall not -be Installed,on-roof Created by Independent Third Party: mean heights greater than 33 feet. Evaluation Reports FL3792 R8 AE -Lomanco 700 Series - NOA'11-0602.04= Created -by LidependentThird Party: Yes 13792.3 1750 Roof Louver I Aluminum Roof Lower I 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 1770 Roof Louver Limits of. Use Approved for use In-HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Deslga Pressure: N/A Other: 1, Refer to applicable building codes foe required ventilation, 2, Lomanco's Model 730,750,779 Roof Louvers_ shall comply with applicable buiding coda. 3, Lornan4o's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet, Certification Agency Certificate FL3792 RB C CAC Lomanco 700 Series - NOA 11- 0602.04,odf Quality Assurance Contract Expiration Date 08/16/2016 Installation Instructions FL3792 RS II Lomanco 700 Series - NOA 11-0602,04,ndf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R8 AE Lomanco 700 Series - NOA 11.0602,04.odf Created by Independent Third Party: Yes Aluminum RPof Louver - Certification Agency Certificate FL3792 IRS C CAC' Lomanco 700 Series - NOA 11- . 0602,04,bdf Quallty.Aysurance Coniract.Expliatlori Date 08/16/2016 Installation Instructions F1:3792 R8 'II Lomanco 700 Series- NOA 11-0602,04,Ddf Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R8 AE Lomanco 700 Series - NOA 11-0602,04,odf Created by independent Thiid Party: Yes 3792.5 770D Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R8 C CAC NOA 15-0709.09,odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/0412020 DesignPressure: N/AInstallation Instructions Other. FL3792 Re II NOA 15-0709,09.odf Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports https://www.foridabullding. org/pr/ pr app otl.aspx?param=wGEVXQwLDgsFgPhXouzz9PGbs%4dll(Ek7oGQ6zyYnmk%3d 213 4/28(2017 Florida Building Code Online FL3792 R8 AE NOA 15-0709.09.Ddf Created by independent Third Party: Yes Contact th :: 2601 DIalr Stone Road, Tallahassee F1, 32399 Phom: OSD-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florlde.:: Privacy Statemert :: Accessibility Statement :: Refund Statement Under Honda law, emall addresses are public records. If you do not wantyoura -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.467.1395. -Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed underChapter 455, F,5, must provide the Department with an emall address if they have one. The smalls provided may be used for ofneal 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 small address which can be made avallable to the public To determine If you are a licensee under Chapter 455, F.S., please dick bzm-. Product Approval Acceptsi Credit Card Safe httpsJJwww.floridabuilding.orgtprlpr_app dtl.aspx7param=wGEVXQwtDgeFgPhXouzzgPGbWdikEk7oGQ6zyYnmk%3d 3G M IAMI- WRAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Mian4 Florida 33175-2474 BOARD AND CODE ADMINISTRATIONDIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. Ifthis product or material fails to perform in the accepted manner, the manufacturer will incur the expense of suchtesting 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 ofthe Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. _ RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination andremoval of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed bythe expiration date.imay be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy ofthis entire NOA shall be provided to the user by the manufacturer or its distributors. and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831:07 and consists of pages 1. through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28 Y Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A). Embossed aluminum static louvered Louvered Roof Vent Min_ thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" 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 750-5 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 16-518" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers t 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 ofthe 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 publishedliterature. 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 ofridge 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 %" wide beads of an approved ASTM C920 sealant between the upslope flange and underside ofroofing. Place additional beads of sealant on the other three sides ofthe 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 730,750,750-5, 750-E, 770 Roof Louvers shall'not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750;750-5, 750-E, 770 Roof Louvers shall comply with 1517.6 0£ the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date:.06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A I r' i 1 700 SERIES LOWERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 DETAIL B P Y E 750 SERIES LOWERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6of9 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-S SERIES LOUVERED ROOF VENT 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 Florida Building Code Online ram-- _ ..—+.--— ^• - mum Nr.. aCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Florida pr a Product Approval USER: Public User f, pai tp( o . rr- u.}41Y Product Annmvel Menu > Product or And, ation cParch > Anott ation List > Application Detail f i r 1 F FL # FL15216-112 Application Type Revision. Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email InterWrap, Inc. 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap. com Eduardo Lozano elozano@interwrap. com Eduardo Lozano 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap. 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 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W. Kneievich, PE Validation Checklist - Hardcopy Received Certificate of Independence 171_15216 R2 COI 2015 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By ; Sections from the Code http:// www.floridabidlding.org/pr/pr_app_dtLaspx?paran,GEVXQwtDgv3yVVKTZ1QRAdhy12u8kQGQyljaHhVeiOpVSvxwSdCoQ°had%3d[51242017 1:57.59 PM]-_ . . Florida Building Code Online j11 I 1507.2.3 1S07.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summary of Products FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS216 R2 It 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Llmlts of Use. Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FLIS216- R2TDdf Created by Independent Third Party: Yes E Contact [Is :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-497-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy statement :: a cclhllity Cta em nt ;: Refund Stamm n 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 mall to this entity. Instead, contact the office by phone or by traditional mall. Ifyou have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2D12, 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 officlal communication with the licensee. However emall addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address whlch can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here Product Approval Accepts: Credit Card Safe htip://%wvw.floridabii0ding.org/pr/pr.;pp_dllaspx9param- YGEVXQwtDgv3yVV1C.1Z1QRAdhyl2u8kQGQyljaHhVeiOpVSvxwSdCoQ°A3d%3d[8/242017.1:57:59.PM] rlr QOTRINITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 FL15216-R2 Date of Issuance: 02/17/2012 Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product_ under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Sth Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4ANE1983 The facsimile seal a pp ea ring was authorized by Robert Nlem Inen, P.E. on04/27/2015. Thisdoes not serve as an electronicallysigned document. Signed, sealed h rdcoples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it Intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity] ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. 5. This Is a building code evaluation. Neither Trinity] ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions, thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. r TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the Intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3,1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entitv Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20Is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Asphalt Wood Shakes Slate orUnderlayment Shingles Nail -OnTile Foam -On Tile Metal Shingles Simulated Slate RhlnoRoofU20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be Installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's 'published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments In FBC Sections 1507 for the type of prepared roof covering to be Installed. Exterior Research and Design, LLC. Certificate ofAuthorization #9503 Evaluation Report 140510.02.12-R2 FL15216-R2 Revision 2: 04/27/201S Page 2 of 3 TRINITY I ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples Is prohibited. 6.4.2 Single Laver; Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-Inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-Inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. H. MANUFACTURING PLANTS: Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Certificate ofAuthorization 89503 Evaluation Report 140510.02.12-112 FL15216-RZ Revision 2: 04/27/2015 Page 3 of 3 QOTRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate ofAuthorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Interwrap, Inc. Evaluation Report 140530.02.12-112 32923 Mission Way FL15216-112 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2:04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein' have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhlnoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The tacslmile seal appearing was authorized by Robert Nieminen, P.E. on 04/27/2015, This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmitted to the Product Approval Administrator andtothe named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. e TRINITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nall -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Certlflcote ofAuthorizotion #9503 Evaluation Report 140510.02.12-R2 FL15216-R2 Revision 2: 04/27/2015 Page 2 of 3 VT-i'lNrryIERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-Inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver; Roof Slone > 4:12: End (vertical) laps shall be minimum 6-Inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface Is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published Instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-Inch. Double layer application; begin by fastening a half -width plus 1-Inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS:, As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. H. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc: ETL/Warnock Hersey— QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Certificate ofAuthorization #9503 Evaluation Report 140510.02.12-112 FI.15216-112 Revision 2: 04/27/2015 Page 3 of 3 4/28/2017 Florida Building Code Online BCIS Home ; Log In i User Registration I Hot Topics I Submit Surcharge i Slats rk Facts Publications FBC Stall BCIS Site Map Links i Search r 011(d ,u d :s Product Approval I.. ;-fir USER: Public User Product Approval Menu > Product or Annllcation Search > Apnlimtion Ll st > Application Detail 1i . FL # FL5444-R10 t%' Application Type Revision Code Version 2014 Application Status Approved Comments Archived droduct Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harper mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D.Harner@saint-gobain, com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles 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 Robert Nleminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R10 COI 2016 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D3161, Class F 2009 ASTM D3462 2009 ASTM D7158, Class H 2O08 Equivalence of Product Standards Certified By Sections from the Code httpsJ/www.Uoridabuilding.orglprlpr app dU.aspx?param=wGEVXQwtDgtahlgO7CSsoycOr128CcpCJinUeXw7ibKvlUzOW4hL8w%3d%3d 112 4/28/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/08/2016 12/14/2016 12/15/2016 02/07/2017 summary or vroaucts 3. -- -.- ,..._ .- - -..-:. ._.,. r_a FL # Model, Number -or Name ' Description - 5444.1 CertalnTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R10 II 2016 12 FINAL ER CERTAINTEED Asphalt Approved for use outside HVHZ: Yes 5hinQle FL5444-R10.Ddf Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R10 AE 2016 12 FINAL ER CERTAINTEED Asphalt Shingle FL5444-R10.Ddf Created by Independent Third Party: Yes 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.:: Privacy Statement :: Accessiblliv Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to public -records request, do not send electronic mall 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 retard. 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 Approva l Accepts: Credit Cart) Safe https:IANww.floridabui lding.org/pr/pr_app_OU,aspx?param=wGEVXQwtDgtahlgO7C SsoycOrl28CcpCJinU eXwTi Wvl UzOW4hL8wg/`3dg/gad 2/2 tt .. TRINITY EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, I.I.C. t Certficate ojAuthorization #9503 353 CHRISTIAN STREET, UNIT #13 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-1111 FL5444-R10 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5"' Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if'the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPEcnON: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: t-nntnr 4100 Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 lhnn t nsrs, The facslmlle seal appearing was authorsted by Robert Nteminen. P.E. on 12M/2016. This does not serve as an electroNcally signed document Signed, sealed hardcoples have been transmitted to the Product Approval Adminlstratcr and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY 1 ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Sth Edition (2014) Florida Building Code and Sth Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Pro a Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1597.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/200S UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL(TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740). ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303. 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7159 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC ( TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control, Service Confirmation Exp 07/03/2017 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate Of Authorization #9503 FBC NON- HVHZ EVALUATIONFLS444-R10 Revision 11: 12/08/2016 Page 2 of 12 J TRINITY I ERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT` 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont'", Carriage House Shangle*, Grand Manor Shangle', Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark'"'Solarls and Landmark' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate"" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake" IR, Presidential Shake TL'" and Presidential Solaris" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slater' IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest", Cedar II Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. I _ 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, lndicating the shingles are acceptable for us in all wind zones UP to V„d = 150 mph (Volt = 194 mph). Refer to Section 6 for installation requirements to, meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLI Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V„d = 150 mph (V it = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Soloris') exceeds the calculated uplift force (FT) at a maximum design wind speed of V„d = 150 mph (Vvn = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Rll Certi/itate of Authorhatlon #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 ITRINITY ! ERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails,per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 l-CT20'", XT'-" 25, XTr"•30, XT*" 30 IR: LOW AND STANDARD SLOPE ENGLISH 12" 12" 12" 05 nm) (305 mm) (305 mm) t" (25 mm) JSelant 1•'(25mm)-5s/ u"(145 mm5 r/?, lot Atrrwo Plani T METRIC _ 13116" 131/9" — 131/8" — 1"( 25 mm) Sealant 1'• (25 mm) 2— -- 6 r/u" Figure 11.3: Usefournalkforatityfultshingia STEEP SLOPE Use four nalls and stt spots of asphalt roofing cement* for every full shingle ( Figure 11-4). Asphzlt rooting cement meeting ASTM D4586 Type 11 is suggested. I RoeflnCement Apply 1"( 25 nun) spots of asphalt roofing cennenl under each tab corner. Figure 11- 4: Use four nodsendsir spots ofaspbedt wittevnl on sleep sbpes rCAUI710Y: Excessive use of roofing cement can cause shingles to blister. i 6.4. 1 Hip & Ridge for CT20'". XT"" 25, XT'" 30, XT" 30 IR: Cut Shingles 1 ••__ 2" ( 50 m l) rRemoveti^ 25mn)rI 1 1 I Cap Cap• Cap 305mm) Shingle Shingle Shingle 1 Figure_ 11- 24: 041 tabs, them hint back to make cap sbingreo 7;nglisb dimensionssbou,n). V—Ji. 12"(305rnn)--' Fgo 125mm) 1 WS N, Figure 11- 25: inslallallon of raps alongthe hips and ridges. 6.4. 1.1 For ASTM D3161, Class F performance use BASF "Sonolastic• NPlm" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Certificate of Authorization #9503FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-R11 FL5444-R10 Revision 11: 12/08/2016 Page 4 of 12 111TRINITYI ERA 6.5 ARCADI<AT".; _ LOW AND STANDARD SLOPE STEEP SLOPE Use SIN nails for mn' hill shingle Incased a. shown helow,, Use SI\ nails and FOUR spots of asphalt roofing cement for even full shingle as slioun below'..\pply :upltalt ronfin, cement 1"(2; nun) from edge of shingle. Asphalt lonfillo, cell-Vill Itmetin, :1b13t 1) '686 li'pe 11 is suggested. ffij, 1'lY ruri . 1w lL'ca y I Nail tl0l tar Figure 3: Via, sic nails for ercrr firll sliiugle. Fl;utti',i: i:w six units andfour slxds ofaspbull rixyhlg, cement oil sh'tJ, slopes. 6.5.1 Hip & Ridge for Arcadia"': Cedar Crest'", Cedar Crest' IR Use two (2), minimum 1Y4-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic• NP1 "" adhesive or Henkel "PL' Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. 8mm) 1 mint 'I1 ExP _ Hand -sealing adhesive 4- 114" - 314" — p 1. Dab of asphalt cement between shingle layers Exterior Research and Design,LLC. Evaluation Report3532.09.05-Rll Certificate ofAuthorization M95o3 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 5 of 12 1,. TRINITY ERD 6.6 BELMONT`.": Law and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement" for every full located as shown below Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. IQ135n,i + See below. Asphalt roofing cement ineeting I--I'n m) arwn) I ASTM D4586 Type II is suggested. f 5t8' ( IB nun) o Add twil rats d ry,ar--d t 50 I'125rursi—••-•-—-•-•—fioolwgCemcnt 6.6.1 Hip & Ridge for Belmont'": 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest", Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle' Ridge Figme 17-18: Sbnngrleo Ridge. 18' Exposure Remove tape from the right side 1' ; g• and fasten r SECOND Fasten the lell.slde RJ/a RIGHT FIRST LEFT Figure 17-19: Insialfalion ojSGanglo® R/dgc shingles on Gips and rldgec. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic• NPI "" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. ava Tolima Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R31 Certecate oJAuthorication #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 6 of 1Z F TRINITY I ERD 6.7 I CARRIAGE HOUSE SHANGLEm AND GRAND MANOR SHANGLE": LOW AND STANDARD SLOPE I :se five nails for every fuli SlwgJe. S/Er' 16 nxn) v 25 mm) 8IN. MO nun) l•'Igrrrn /7-l' lttpJ)tr! nrr(faJortvP,fidfGraoAalrruar 'hangh, Crrrrlrrgr !Inure 8lwagk. nr ra•nlrrurlul Slnle. STEEP SLOPE ice seen nails mad three s(xits of *phal! roofing cement for every} fidl Ilse rice nails wad Ihtm Sj10ts of asplmll rtuifing cement for every hill Can iage Ilimse Spangle and Cenwonlal Slale-lpply asphalt tlxlfmg ltuneat l- (25 nun) from vdge of shingle F/ um /7.5). Asphalt rmf(ng cement meeting MI'M Dd5861)lie 11 Is suggem'd. 1(38 tun) I•• or!ess _1.. 1 --•(25nxn) I f25mni1 I5t9" 85l0" 16mm)1! / (720mni) rt=_ {25 mm) firrtrr,17-5. IPben orslydling 6hutd3lanor8b angles on sleep sloom tun seren uails and llxee spars ofaspindl naJirrg rement. 6.7.1 Hip & Ridge for Carriage House Shanele• and Grand Manor Shangle: Refer to instructions herein for Shangle' Ridge hip and ridge shingles 6.8 L N' bmM RK't', LANDMARK'"' IR; LANDMARK''" PRO,'LANDMARKT-PREMIUM, LANDMARK''" TL', LANDMARKi"' SOLARIS; LANDMARK'"' SOLARIS•IR, NORTHGATE:. ' 'c ;• LOW AND STANDARD SLOPE METRIC DIMENSIONS 17' 143/4" 12" 1---%5 mm)----(375 mm)-----(305 mm)- M W:: }'cf: t'.•<II'•+, r 1 ' (25 mnl} Release Tape I" (25 (nm) I Nailabl8 } . Area LANDMARK TL NorthGate: 13'/2" 13" 13'/2" 343 mn1)----(330 mm)- --(343 inm)--1 I" (25 rum) 1" (25 nim) - i7gnm l,f•J: isjaur naih jnr rmq•fi+ll sbiuglr'. WIDE N4111'81 h1!Ev 12' 14 3/4' . 12, I f (305 Mr.-.) -. +— (375 mn)' — (335 mm) —1 Na Ivy Lvrts r~ r (25 mm) upr. nil lro pwer nol lre P (25 mm)— I NaSiing areas for low and stantiard eloper, qom 2:12 to 2112) Nal oe 4ven upper 11 law -.:lass trs s`xivin ebmw. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1111 Certificate ofAuthorhatlon N9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 7 of 22 TRINITY I ERD STEEP SLOPE Use six nails and four spob of asphalt roofing cemem for evviy full LANDMARK TL Iandnuted shingle 'Sue klon•. MIAMI roullng cement should Meet NS Al D4586'lype H. Apply I" spots of asph;dl roofing cement Rode 13t/2" 13" 131,, - each corner and at about 12" to 13" In from ewh edge. 343 mm) (330 mm) (343 mm) METRIC DIMENSIONS 1- -1"(25 mot) 1"(25 mm)- J I I 12'— —141/.1"—,-12" MM) (375 mm) (305 ",11" I - 1 1" 305 25 Rim) — — — — (25 mm) 125 1"(25i_aa-•c.•_-$ Raoling Rooling'Cament 1' mra)Te Ta mm) peNailArea - For Sleep'' Figure.13-5: Use sLx nails andfbur spots of asphalt roofingeenlenton steep slopes. 2fi mm) - - (25 Rini Cement NorthGate: STEEP 12" 14-314" 12" SLOPE I-.-(305 mm)— — (375 mmY-• 1 -•-(305 IT NAILING AREA I Nailin units 1"(25 mm) hhEe wi 1'(25 mm', Rai mes, Nailing areas,for steep slopes (greater titan 21:12) and "Stomt-Nailing" Nail between lower 2 nail lines as shovm above. 6.8.1 Hip & Ridge for Landmark—, Landmark'" lit, Landmark" Pro, Landmark'" Premium, Landmark" TL, Landmark'" Solaris, Landmark" Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge`" or NothGate Accessory 12' 97/8' 305mm)— 4f5/1G( 250 m) 41511G 050mm) (150mm) ( 125mm) I (125mm) Notch for Notch for Centering Centering 12' % 131Ti ( i I305mm) Notches for Allgnment to (337rnm} Notches for Alignment to 5 the Top Edge of the Previous 7 the Top Edge ofthe Previous 7 Cap for 5'(125nm)Exposure (' ) Capfer55/8'(141mm)Exposure (196) ImmLJI } English Dimension Metric Dimension Shadow Ridge" Shadow Ridge - Exterior Research and Design, U.C. Evaluation Report 3532.09.05-Rll Certificate of Autharhatlon #9503 FBC NON-HVHZ EVALUATION FL5444-RIO Revision 11: 12/08/2016 Page 8 of 12 6.8.1.2 6.8.1.3 92713711 2511 tn•u Cert7ti., hlaeh 1.1v337tir:) \ Alipn these /ITitntzhestotop7519' ct11.1d lit 3 (194 mrt? ptrr itKti eoutse NorthGate Ridge TRINITY I ERD 13 1/8" 6 5/8'-I-B 5/8'- 168 mm) 168 mm iCentering 131/4• Notch 337 mm) '*\Nign these notches to top 7 5/8 edged (194 nvn) previous course. NorthGate Accessory J (305M) j" Laying Notch t l I Figure 13-20: Use laying nokb6s to center sbingles on lips and ridges, and to locate the correct exposure. For ASTM D3161, Class F performance use BASF "Sonolastic° NP1 " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R11 Certificate ofAuthoriration N9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 9 of 12 TRINITY I ERD 6.9 PRESIDENTIAL SHAKE'."", PRESIDENTIAL: SHAKE""' IR, PRESIDENTIAL SHAKE Ti.TM, PRESIDENTIAL SOIARIS': LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply 1' diameter spots of asphalt roofing cement under each shingle tab. Alter applying 5 falls in between We nailing guide tales, apply 4 nails I' Nailing 40" —.{ above lab cutouts making certain tabs of overlying shingle covYr naffs. Guido Unes (1016 min) 5 1/4' 1a3mm) . . 141/4" I112' 3flmm) (362mm) NOTE. Apply nails on painted guideline. Figure 16-6.• Fastening Presidential and hesk mlial Tl. Sbake sbingles on line and standard slope& L TI i. IVVi' diameter asphalt roofing cement Flgum 16-7. Fastening Presidentlal and Prrsldentlal T/L Sbakesbingles on steep slopes. 6. 9.1 Hip & Ridge for Presidential Shake". Presidential Shake'" IR, Presidential Shake TLm, Presidential Solaris'"• 6. 9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used,for covering hips and ridges. Apply shingles up to the ridge (expose no more (hall 7" from the bottom edge of the "tooth." Fasten each accessory with two fas. teners'. The. fasteners must be 13/4" long or longer, so they penetrate either 3/4"' Into the deck or completely through die deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL -Is 12" x 12"; Portland,_ OR produces 97/8' x I31/4" accessory. 6. 9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic• NP1" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 9.1.3 Option 2: Refer to Instructions herein for Cedar Crest'", Cedar Crest"" IR hip and ridge shingles. 6. 10- LOW, STANDARD A14D STEEP SLOPE: 23n nxn) I i73n nmgI (z;u1 nm) l aonnnnl I 17gnre 15-3: f'mleningon Lary nnA.l7nnrlrarf.Vopr; l' or kAr an(I taandtnl slopes. use fite nails for each full Ilal( mns shingle :a ahuti nglare 0 313" 1. 40Imin) hp— l tI - halealug ltaflmra 561gthy "n X1&P.Vn!"•r Fur strop slnl>cN use rive umb .cod eigia slain of z14W( ranting moon fur each hill liAlum shingleas rhinar abme. Apply I' 15a101) dhuacter ilnrl, of roofat cetacto (MIM n 4536711u it earwal) under rarh uth corner, 11rmsshmi,4eInto ldacr, do fat e\ pall: eenneuL - CAtrrwh: Tar nun•h nxi6q, awmil oa aasc eliiuglra to boiler. Exterior Research and Design, U.C. Evaluation Report 3532M.05-R11 Certificate of AuthorizationN9503 FRC NON-HVHZ EVALUATION FL5444-RIO Revision 11: 12/08/2016 Page 10 of 12 k14 TRINITY I ERD 6.10.1 Hip & Ridge for Hatteras—: 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14: 18 three-piece units separate to make 54 HatlerasArxessory shingles. 6.10.1.2 Option 2: Cut Hatteras Shingles 230 men) I I g 18" (460dqhiingle203mm) 46OMM) Cap Cap Shingle Shingle Cap Shingle 9ygpm Figure 15-2o: cut Hatteras shln& to make cow. cap., Figr e 15-21: Installation of caps along hips and ridges. 6A0.1.3 For ASTM ID3161, Class F performance use BASF Sonolastic• NP1'"" adhesive or Henkel "PL* Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE'"; HIGHLAND SLATE"'rIR: LOW AND STANDARD SLOPE. STEEP SLOPE: Use FIVE nalis?nd RN:In'spots of asphalt roofing cement* for each wo—1 u:oma ao.N full Ihghland Slate shingle. For Mlaml•Uado, SIX nails are required. Apply I' diameter spots of asphalt roofing cement under each tab corner. Asphalt roofing cement mceang ASTM D45861ype 11 is suggested. Aram-Orrae wjuM Six ark {Mee nal inrWYd ow -Wtv Quad Ys 00MO Al ury 11-,3: UseMW napsfureery lHgWmul Stara sblrrgla r r u^. Nam.DrL rpu e +. 6mm) t7M mml SIXti(Yaroi r -, ct.bd uwroWrr '; wworc nl RdolYrp ComoM Ftgrae ll-JA: 108 911 nailsandelgblspotsofasp&dt roofing caravel andereach tab corner CAUTION: hscesslve use of roofing eemenI can cause shingles W bfisler. 6. 11.1 Hip & Ridge for Highland Slate'", Highland Slate"" IR: Refer to instructions herein for Cedar Crest", Cedar Crest`" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design,LLC. Certificate of Authorisation #9503 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-Rll FL5444- RlO Revision 11: 12/08/2016 Page 11 of 12 J -) J TRINITY ERD 6.12 PATRIOT*": LOW AND STANDARD SLOPE STEEP SLOPE List POUR nails for every full shingle Icuacd :is shown 1)clo34 l'se KKR nail: and four slxds of :Isphah roofing (cmcol fur (urlT full ahmgle as shown Iu'loaa :kph:dt nxlGng eentent aweling ASTA1 1)4W 7 Ilw II Ls aul utcd Apph' I'(2i lung) .Iwts u(asPh:dL nwding Saahla Cement :u shown. CAU110IN: EWTssive use of roofing consent can cause sliingks to Wsler. t5pmn{ Y11' "r'Ir ml 1'CSrnY'• I 'neallnp Crment 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge", NorthGate or Shangle Ridge" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 CA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1111 Certificate o/Authoritotion #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 12 of 12 TRINITY EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC. Certificate ofAuthorization #9503 353 CHRISTIAN STREET, UNIT#13 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-1111 FL5444-R10 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Sth Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in -accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires. a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words `TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: f Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 Thefacsimile seal appearing was authorized by Robert Nieminen, P.E. on 12108/2016. This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmitted to the Product ApprovalAdministrator andtothe named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity J,ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E.,does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any other entity involved In the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 5th Edition (2014) Florida Building Code and 5`h Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL(TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL(TST 1740) ASTM D3161 03NK29847 10/03/2003' UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL(TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL(TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL [TST 1740) ASTM D3462 10CA41303 10/07/2010 UL(TST 1740) ASTM D3161 10CA41303 10/08/2010 UL(TST 1740) ASTM D7158 IOCA41303 10/27/2010 UL(TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 ULLLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570926 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, I.I. C. Evaluation Report3532.09.0S-R11 Certificate of Authorization #9503 FBC NON- HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 2 of 12 TRINITY 1 ERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'" 25, XT`" 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia", Belmont'", Carriage House Shanglem, Grand Manor Shangleo, Landmark", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark`" Solaris and Landmark' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate"" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential ,Shake", Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate` and Highland SlateTM IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge", Shadow Ridge'", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: S.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. S.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to V,Sd = 150 mph (V It = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V.,d = 150 mph (V„I, = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed Of V.,d = 150 mph (V„ it = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1111 Certificate ofAut6oAratlon #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/09/2016 Page 3 of 12 TRINITY ! ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / 11905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 CT20'"", X7! 25, XT` 30, XT'"' 301R: LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" 305 mn}— (305 rmQ (305 nm) 1"(25mm) —!ant— 1"(25mm)- - 5 SIC (145 mm) l 5 rf?,-IoiFfrN mood METRIC 13118" 131ll" 1311e" 11 (25mm) —Sealant 1"(25mm)-( 1 T Figure 11-J: Use3 four nallsfor query full sbiri& Use four nails and six spots of asphalt roofing cement* for every full shingle (Figaro 11-4). Asphalt roofing cement meeting ASTM D-45:16 Type 11 is suggested. IL9, - Roofing Cement Apply 1"(25 awn) spots of asphaltroofing cement under each tab corner Figure 11-4: Usefour nails andsix spots ofaspball cernen t on sleep slopes CAUTION: ExcessiTe use of roofing cement can cause shingles to blister. 6.4.1 Hip & Ridge for CT20'", XT'" 25, XT'" 30, XT` 30 IR: Cut Shingles 1" -1 -2"(50nm) Rctnae25mumI+ I J1ti Es- cii, ap — — Cap —— Cap — (M m) ngle Shingle Shingle Figure 11-24:,04t tabu, tbun trins back to ruaker cap sbhrgles Wnglisb dimensionssbou,n). 305 Will 125man) ` SAW- coral Figure I1-25: Installation of capslong Me bn%s and ridgai , 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP111" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Certificate of Authoriration09503 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-R11 FL5444- R10 Revision 11: 12/08/2016 Page 4 of 12 6.5 I ARCADIAT""' • s' i I ' LOW AND STANDARD SLOPE vse sl% nails for even• full shingle located as shown helmv. fUd Lne N"IILn P(,,ore 2: C3e six nails _%r erv{rfill sbieg(c. TRINITY f ERD STEEP SLOPE Use SIX n:dls :md FOUR spols of xsphall louring cement for (nerv full shingle as ,hm(n hclo((..1ppl} :Ly,halt roofing, centent I"(2i nun) from edge of shinghv. ,%sphah roofing cement meeting."STM 1) gi86 Tlpe If is su,,Ge>led. 1'li1AN 1•(iJrlrnj— I LL LC a F} rnt••{: bd.ria twits a"dfour.spurtsofaspbrdt six fug ccritell/ on ate(p S101w. 6.5.1 Hip & Ridge for Arcadia—: Cedar Crest'", Cedar Crest— IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum Y..-inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic' NP11" adhesive or Henkel "PL"' Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line''/. to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. EZposure Hand -sealing adhesive 4" 1/4" .4 3/4" 1" Dab of asphalt cement between — shingle layers Exterior Research and Deslgn,LLC. Evaluation Report 3S32.09.05-Rll Certlficate ofAuthorization p9S03 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11; 12/08/2016 Page 5 of 12 TRINITY ERD 6.6 BELMONT'": Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement" for every full located as shown below Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. 112';33rm1 / See below. Asphalt roofing cement meetingaIra y ASTtJ D4586 Type 11 is suggested. iI I ., mrcr i I nm f - 53'(I6rcm) fimr 0 1611icrui nAs d rr.pxrt? I I'i:5rmr1 f S+6';16 rt[nl I' M rnrnl----••.• fiodi Cemml 6.6.1 Hip & Ridge for Belmont': 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest— IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle° Ridge Figure 17-18: S'hangleo Ridge. Exposure Remove tape from the right side and fasten I1 SECOVD Fasten the left side 85 e RIGHT FIRST LEFT Figure 17.19.-.1nslallalion ofSbmtgloO Ridge sbingles on b/ps and ridges. 6.6.1.3 For ASTIVI D3161, Class F performance use BASF "Sonolastic• NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Certificate o1Authori:ation N9S03 FBC NON-HVHZ EVALUATION 6W Z'0I rcrr7 Evaluation Report 3532.09.05-R11 FLS444-R10 Revision 11: 12/08/2016 Page 6 of 12 J TRINITY ERD 6.7 CARRIAGE'HOUSE SHANGLEm AND GRAND MANOR SHANGLEm: `- 6.7.1 6.8 LOW AND STEEP SLOPE STANDARD SLOPE Lax five nails for twee• full,Shangie. 1--125 trm)—275imm) F f SIIP' 85/8" 16film) (220 m) F'igmr 17-1- Ike fBr mills for or eq, ftdl Go and alougr thrurgle, Carriage llonsaSbangltt(or Lerrlrnured.%de, Use seven nails :tud thine s[xwts ofasphalt roofing cepient thr every fill] Crand.%Ianor Shaogic. Use five nails and Ihtce spots of aspltall moling cement for evet'y hill Carriage Ilnuse Spangle and (kolenm:ll Slale. Apply asphalt t'rxtfing vemem V (25 nnn) from edge of shingle F(gart; ll-i). Asphalt roofing cement meeting AST.NI D-1 86 Tilx• 11 Is snggesled. T (38 mm) or less 25 rend 1- 5/&" 10 mm i 220 nun) 751mn)7_—__—_ floollnpCnnonl--I Frgtar 17-5. Wiley wslaithig Grrrnd 34rar.r b&tugkr na sleep slolwx. aw soreu nails and More slrr/srfasp6rrll m1hoR eentrut. Hip & Ridge for Carriage House Shangles and Grand Manor Shangle: Refer to instructions herein for Shanglel Ridge hip and ridge shingles LANDMARK" ", LANDMARK'""- IRJANDMARK'"" PRO; LANDMARK'"" PREMIUM_ , LANDMARK if TL; LANDMARK'." SOL.ARIS, LANDMARK'" SOLARIS IR, NORTHGATE -- LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4' • 12" 1--(305 mm)-- --(375 mm)--- —(305 mm)-- rxa•:.: „a •. w•tc:: •• ta.a as• + ,. •:„ :krrc'1 rr I (25 tnm) RelcaseTape 1" (2a mm)--I 1 trr Lu` _ - Nailaple {— Area LANDMARK TL NorthGate: 13W' 13" 131/7" 343 mm) —(330 mrn)-- --(343 mm)--1 F, (25 mm) A,-itltn)--I F7garr l,i'-d: l-:u• jnrntalls far tvrq frill sbirtgle. Atn: khm%: it la VC 12, ARFA 1305 375 mm) 305,nm) Nattng b is I' (25 mm) wnallnaIgwlrnd'I Ir.! r (25 nm)— Na llnp areas tot lowand standard slopes (tram 2:12 to 21 ^12) NalSalr.Bln u1TH14IvwIrios as xN,rovrt VUwrf. Exterior Research and Design,LLC. Evaluation Report 3532.09.05-1311 Certificate of Authorization N9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 7 of 12 STEEP SLOPE trse six nails mud four spols of asphalt roofing cement for cv ly full laminated shingle. See heiniv. Asphalt roOGng cement should meet 16 M 04586 1111)e it. Apply' Ispots of asphalt roofing cement wide each corner and at about 12' to 13" 1n from each edge. METRIC DIMENSIONS 12'— 14314"-- —12" 305 nm) (375 mm) (305 mm) 1' ( 25 mn) } " 1"(25 mm) -' I Rdease Tape I Nail Area_ 1 —1 For Sleep---•—•- 1.. i 25mm) { — — — — (25 irm. j Roolino Cement LANDMARK TL NorthGate: J TRINITY JERD 131/ 2" 1(343mni) 13" 330 mm) 131/ 2" 343 mm) f' I-4-1 "(25 mni) I 1 "( 25 mm)--1 I E= Figure 13-5: Use s4v nails andfour spots of aspbalt roofing cs2tent on steep slopes. STEEP 12" 14-3/4' 12" SLOPE 1—(305 mm)- NAILING 375 mm)-- 1 —(305 mm)---1 ARL— I-1"(25 mm) Nailingg imiis behveWnIntrrrh- snit nGC 1"(25 mm)--j Nailing areas for steep slopes (greater than 21:12) and " Storit}Nalling" Nail between lower 2 nail Ones as shown above. 6. 8.1 Hip & Ridge for Landmark'", Landmark'" IR, Landmark'" Pro, Landmark" Premium, LandmarkTM' TL, Landmark" Solaris, Landmark' Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge" or NothGate Accessory 12' 97A* 305mm) ( 250mm) G 6' 41511G 415/1C— i Sam m) (1 50mm) (125mm) (125mm) Notch for Centering 17 \ 5" Notches for Alignment to the Top Edge ) Previous T CupforS( 125rrnExposure 80 English Dimension Shadow Ridge'" Exterior Research and Design, U.C. Certificote of Authorization #9503F13C NON-HVHZ EVALUATION Notch for Centering 131/ 4" f { 337mro) CtNotchesfwAlignment to Edge of the Previous 75/8• L __/ I 5B'(141mm)Exposure (1 r Metric Dimension Shadow Ridge" Evaluation Report 3532.09.05-R11 FL5444-R10 Revision 11: 12/08/2016 Page 8 or 12 9 27,.13Z' 23p nun> 4 IsiI i' (I25 ruu} I a Certa6''iq Mich ! 13 li4' 337 mm) T:seAllynth/ novlirf to tw 7 5?VaLenl (194 mm) p:C'fiOUs C:1tirSC NorthGate Ridge 5, (12SpiJn) J TRINITYIERD r 13 118" 333 mm) --- 6 5113" {4 -5 5/8' 168mm)I 168 mm Centering 131/ 4, Notch 337 mm) \Ahgn Iheso/ 7 518" notchos to top (194 corn) edgeoriprevious course. T NorthGate Accessory r Laying Notch I I III11 Figme 13-20: Use laying nolebes to center sbinglrs on blps and ridges, and to locale Me convel exposure. 6. 8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic• NPI "" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 8.1.3 Option 2: Refer to instructions herein for Cedar Crest—, Cedar Crest'" IR hip and ridge shingles. 1 Exterior Research and Design, U.C. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-R31 FL5444- R10 Revision 11: 12/09/2016 Page 9 of 12 TRINITY I ERD 6.9 PRESIDENTIAL SHAKE"', PRESIDENTIAL SHAKE TM IR, PRESIDENTIAL SHAKE TL""', PRESIDENTIAL SOLARISTM: LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine nails for each hull Presidential shingle and. shingle as shown below. apply 1' diameter spots of asphalt roofing cement under each -shingle tab. After applying 5 nails in between the nailing guide Ihles, apply 4 nails t' Nallbwj 1. 40" • above tab cutouts maldng certain tabs of overiiing shingle cover nallsGuideUnus (1016 mm) 5 1 /4' 133 mm) 14 1/4' t N2 W mn0 (362 mm) NOTE: Apply nails on painted guideline. Figure 16.6.• Faslelling PreskGmlial and Presidential TL SLake shingles on lore and standard slopes 1 I V diameter asphalt ruafing cement Figure 16-7: Fastening Presldential and Aesldenttal T/L Shake sbingles on steep slopes. 6.9.1 Hip & Ridge for Presidential Shake'", Presidential Shake" IR, Presidential Shake TL"", Presidential SolarisTM : 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for. covering hips and ridges. Apply shingles up to the ridge (expose no more than'7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4"Into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL Is 12",x 12"; Portland, OR produces 97/8' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1'" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest"m IR hip and ridge shingles. 6.10 HATTERASTN: - - • IOW, STANDARD AND STEEP SLOPE: I (7?nnun) 17Y7 mall l?3tl rim) (230aml I I-(230 (nm) (2d) mm) (230 nun) (2.10 mnt)1 I 1 225ow)_ 25itm)_.i Fltwe 15-3, kn7rning 11n1lerni .ylnng/rs an Lev and.gelalord.Vopes Mrluv and standard slopes, use five owls foreach full Ikuterts Atimot! J, Jtuuu Am - Exterior Research and Design, L-C. Certificate ofAuthorlration N9503 FEIC NON-HVHZ EVALUATION J- fA (' 1, t----- I—I—nooling Cenienl•-t-- I-- ---- I hF ntt /57. In.Irdmg11011, Sh%YkiM lwpmyfJ ktr ant prinpe" tar rite nails and right .itws of :np4.t4runfiog ccmeta rot c.trk lull llattctas %hingk• a shmm abow. Apply 1- 25tnnd dimneier Float, of magog crutein IA%TAI n 4594 T(r• u xtfrAt: d)unitematliiabcome~.I'(r.U,%4ui wtnplum,dn nt ' ccprtu centnn. CAO r[ON: To') uatdt radno crmrnl rim cause Abtgk•s to blister. Evaluation Report 3532.09.05-R11 FL5444- R10 Revision 11: 12/08/2016 Page 10 of 12 TRINITY I ERD 6.10.1 Hip & Ridge for Hatteras`"": 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14. 18 three place units separate to make 54 Hatteras Accessory shingles. 6.10.1.2 Option 2: Cut Hatteras Shingles 91, 230 mni} I I s\ g ig^ (460 min) '`{ F% 0\\ 203 rnm) _ 25mc 1460mm) .. \ Cap Cap Cap Cap 31$ Shingle Shingle Shingle Shingle 9 m 2ao m Figure 15-20. Cut Hatteras shingles to wake cow cap. Filgwre 15-21: Installation of caps along hips and rd Rm. 6.10.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NP1"' adhesive or Henkel "PL• Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. , 6.11 HIGHLAND SIATETM HIGHLAND SLATE'"' IR: - LOW AND STANDARD SLOPE: STEEP SLOPE: Ike MI nails and EIC,11T'spots of asphalt roofing cement* for eachiz+o •N 1 tra •tea u..%W full Highland Slate shingle. For hilaml-Dade, six nails are required. TAIL. Apply v dlamcier spots of asphalt roofing cement under each tab comer. Asphalt roofing ccmenl mecting ASTM D4586 Type It Is siggesied. vr MW.-oW*,*gWn. Six nab (t- n.+4 MsWba over W r afodu d+bM+6 Flgum 11-.3• Use HEEnaMfor every /Ngbland dale sbingla r r . rtv...i ' Uoo•N No•1 tan..1 r r Psnmi m•'"I- - sx Fwn am.rpusm t•¢Srtml prnnut Slx ruin (Aw rrb - „ iolrttl ova oilu J '- WJuinao++1 -- Rooting Cwmerd Figura ll-P Use FIVE walls andelgbt spots ofasphdl rooAngemnaitunder em:btalicorner. CAUTION: Ucessirr use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate—, Highland SlateTM' IR: Refer to instructions herein for Cedar Crest"", Cedar Crest— IR or,Shangle Ridge•" hip and ridge shingles. Exterior Research and Design, U.C. Cert1llcate olAuthorizatlon 99S03 FEIC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-11111 FL5444-R10 Revision 11: 12/08/2016 Page 11 of 12 r 1\ j( TRINITY ERD 6.12 PATRIOT*"': ' LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nails for cvery full slifiiglc loaded a shown bdo\v. Use FObR nails and four spo(a of asphalt roofing cement for erm full hiugle as shout below: Asphalt roiling cemcnl mceiiii. xr i 1)458G Type li is sug erred. Apply 1'(15 inn) spols of asphalt roofing So lu l Ccmonl :n shown. lrl' 0N: Ewtsv%c use of roofing ameol can Cause shingles to blister. i155 mT.! iIlArtti r+„1}ml K,r! -- I----r----r---- f'Id' T NO 18 rry I'I:Snn • XA-i iWw! oj-m 6.12.1 Hip & Ridge for Patrlot—: Refer to instructions herein for Cedar Crest* , Cedar Crest"' IR, Shadow RldgeT1, NorthGate or Shangle Ridge— hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 Q/q requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R11 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 12 of 12 Florida Building Code Online I Page 1 of 2 0ilh7 DeW tfMegtd 11CIS Home ! Log In i User Registration i Mot Tcp'cs ; Submit Surcharge Stats A Facts ; PubecatJons FBC Staff BCIS Site Map Links Search ! Business, Professib al OtIldovalUSER: Put)hccUper Regulation Product Approval Menu > Product or Aoplrcatlon Search > Application Lis > Application Detail FL # FL19715 Application Type New Code Version 2014 Application Status Applied For Comments Archived D Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 900) 234-4228 Ext4644 Jonberrlan@slbp.com Authorized Signature Jon Berrlan Jonberrian@slbp.com Technical _ Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By • Window and Door Manufacturers Association Referenced Standard and Year (of Standard) standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/l.S.2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/16/2016 Date Validated of FL # I Model, Number or Name I Description Year 2011 2008 http://w A,v.floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgtvA%2bxmzkl ... 2/ 19/2016 Florida Building Code Online Page 2 of 2 19715.1 1 Series 2900/4900 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions, SWD002, and Product Evaluation Report, PER3947, for design pressures and Installation requirements. Extruded Vinyl Single Hung Window Certi"cation Agency Certificate FL19715 RO C CAC 2-4-16 CCL-_Ist.odf Quality Assurance Contract Expiration Date 12/16/2016 Installation Instructions FL19715 RO II SWD002 SS 2016-02-03.odf Verifled By: Hermes F. Norero, P.E. Florlda P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02-12.odf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee Fl. 32399 Phone: E50-4t7-1824 The State of Florida Is an AA/EEO employer. r-navrioht 2007-2013 State of Flor`da.:: Privacy Statement :: Accessnb•hty Statement •: Refund Statement Under Florida law, email addresses are public records. If you do not wantyour e-mail address released In response to a public -records request, do not send electronic mail' tothis enbty. Instead, contact the office by phone or by traditional mall. Ifyou have any questlons, please contact 850.487.1395. -Pursuantto Section 4S5.275(i), Florida Statutes, affective October 1, 2012, licensers licensed under Chapter 455, F.S. must provide the Department with an eman address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. Ifyoudo notwish to supply a personal address, please provide the Departmentwith an email address which can be made available to the public. To determine ifyou are a licensee under Chapter 455, F.S., please dick haL. Product Approval Accepts: M ® 9 a Cre"dtLa 1w-- 5A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzk l ... 2/ 19/2016 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE USTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 21/2 INCH THE DEPICTED LOCATION i SPACING IN THE ANCHOR LAYOUT DETAILS I. E., WITI IOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQI:IRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS). MAXIMUMALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIMWHERE SPACE OF 2/16 INCH OR GREA rER OCCURS. SHIMIS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE Rd WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS GF SUFFICIENT LENGTH TO ACHIEVE 1.1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN 3/8- EDGE DISTANCE. 6. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USEIN SELF -TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A NIMUM OF 3 THREADS PEN RATION BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 318" EDGE DISTANCE. 7, THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RIO WOODSCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1121NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. R THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/161NCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4' EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METALSTIJD USE P10 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDEWALL FINISHES, INCLUCING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING: 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL- SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION 2034) FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/1MDMA/CSA301A.S.Z/A440-MAP 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING ANDTRANSFERRING APPLIED PRODUCT LOADSTOTHE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION 3. IX AND ZX RUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION, A. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THISDOCUMENT IN NON-HVHZAREAS IN HVHZ AREAS, ONETIME PRODUCT APPROVAL TO BE ORTAI NED FROM MLA MI-DADE PER OR AHJ. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL PVC 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL 7. IN ACCORDANCE WITH THE STH EDITION FBC, WOODINSTALLATIONANCHORS!NTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED' COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATEDFROMFREEEDGEOFBLOCKOREDGEOFMORTARJOINTINTOFACESHELLOFORSHALLREOFADURABLESPECIESASDEFINEDINBLOCKCHAPTER23. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR R GLASS MEETS THE REQUIREMENTS OFASTM E 1300MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BYTHEANCHOR MANUFACTURER. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF D.SS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT-FILLFD CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSNE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-9D WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47.8 MIL (0.0478' or 18 GAUGE). MIN. 1/2" EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063-TS. MINIMUM WALL THICKNESS OF 1/16'. MIN. 1/2' EDGE DISTANCE TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I INSTALLATION A GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICALS HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, 6 GLAZING DETAIL MAX OVERALL SIZE CONFT6. DESIGN PAE55URE MISSILE IMPACTRATINGWIDTHHEIGHT 36' 84' O/X 35 / -35 P5F NONIMPACT 38" 66' O/X 50 / -50 PSF NON IMPACT 35' 74' O/X SO / -W PSF NON IMPACT 38' 77' O/X 35/-35 PSF NON IMPACT 44' 62' OM, 50 / -50 PSF NON IMPACT 1. 1. O/X 35/-35 PSF NON IMPACT 48' 44' O/X 20 / -20 PSF NON IMPACT 52' 72' O/X 23 / -25 PSF NON IMPACT 36' 53.73' O/X (ORIEL) 35 / -35 PSF NON IMPACT 4W 96' O/X (OPZEL) 20 / -20 P5F NON LMPACT 72' 62' O/X-O/X 35 / .35 PSF NON IMPACT 72' 84' O/X-0/X 35 / -35 PSF NON IMPACT 76" Sr O/X-O/X 50 / -50 PSF NON IMPACT 76' 72' O/X_O/X 501 / -50 PSF NON IMPACT 1. 77' O/X-0/X 25 / -Z5 PSF NON IMPACT 80' 74' O/X-O/X 35 / -35 PSF NON IM ACT 96' 74' O/X-O/X 30 / -30 PSF NON IMPACT 108' 62' O/X-O/X-0/X 50 / -50 P5F NON IMPACT SOB' 72- O/X-O/X-O/X 50 / -50 PSF NON IMPACT 108' 84" O/X-O/X-Q/X 125 / -25 PSF NON IMPACT Digitally signed by Hermes F Norero, P.E. Reason:Iam approving this document FL#: FL19715 Date: 2016.02.03 09:40:44 -05'00' SilverLine brAnder5en MIY D I3•P00 Rf 0F4t s¢vEuaE oR"vE r+ou1H nurn>.T4[ w onot rH: (>'Sr'1usrom O H^ Z V) H d K WUj10 n ICI " m VI m N Z ::k Y a$ 3J = Z U DWG #: SWD002 SHEET: q OF L MAX. FR, HEIGHT MAX. FRAN HEIGHT 9! MAX. FRAME WIDTH 48" ELEVATION SINGLE HUNG WINDOW` MAX. FRAME r WIDTH 96" I A D 4' S ELEVATION TWIN SINGLE HUNG WINDOW MAX. FRAME WIDTH 48" --I MAX FRAN HEIGHT 9! QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL MI -MI RATINGS, SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2902-49U RATINGS, TWIN UNIT CONFIGURATIONS MAX FP, HEIGHT t ELEVATION SINGLE HUNG ORIEL WINDOW MAX. FRAME WIDTH 108" TRIPLE SINGLE HUNG WINDOW SilverUne 17Arlder5en rql ONE smvEm vF ORM NOMst" lex N7 am K (lStI USX100 U 3 HMz o z p ^ C c= u < Z mpy l<yll _ W = ink+; J w o<S m W V ¢ W <p Uj a WH L1 m Em % i m N ZN Y Q U ZUN DWG #: SWD002 SHEET: 2 OF 6• 2"MAX. Il'MAX. FROM 0 L. CORNERS I 2' MAX. IFROM _1 r_ 4 1/2' MAXJ CORNERS O.C. 11" MAX. O.0 4 1/O.L ME1- 1mm2" MAX. FROM CORNERS NOTL' H'"6P VNJTS AT OP yOPV. 2" MAX. 1 SHAD.FFAP D—xvac FROM J AT MEAD, JAAU. AND SELL CORNERS NAIL FIN -SINGLE HUNG WINDOW 6' MAX. FROM i- r 20' MAX. CORNERS O.C. 6' MAX. FROM CORNERS 1 20• MAX. OC. L 6' MAX FROM CORNERS ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 1/2" MAX OL 6' MAX, l FROM J CORNERS 4 1/2' MAX. O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNGWINDOW 1' MAX. FROM CORNERS 6' MAX. O.L. I;MAX FROM J CORNERS 6" MAX. FROM 12 3/4" MAX. CORNERS F- 16 1/2' MAX O.L. L ANCHOR STRAP 6" MA P/N 50-2995-2 FROM CORNERSSEESHEET5FORDETAILS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW 6' MAX. II O.C. 6" MAX. O L. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 12' MAX. If O.L. SIlbyAneerssenn ril P Tw PweAs+ Tcc NJafox PK nszl uslDaD 88 Z" `n P S T u V) cxzN< w 02_ V, ' 04c Wo Lu ma T I o mN mNYuKZkANCHORSTRAP P/N 50-2995-2 SEE SHEET 5 FOR DETAILS DWG At ANCHOR LAYOUT 5Wb002 iH FRAME -TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF (? CONCRETE/MASONRYBYOTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD RUCK BY OTHERS SEE SHEET6 FOR CONNECTION DETAILS 98 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIMETER SEALANT O.A. BY OTHERS UNIT HEIGHT 1 O.A. UNIT HEIGHT SEEGLAZING DETAIL, SHEET 6 1 1/2' MIN. EMBEDMENT 1 INTERIOR B6 VERTICAL SECTION Q / HEAD-2X WOOD SUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 EXTERIOR TT INTERIOR 3/8' MIN EDGE DIST. 1MAX. 1/ 4" MAX. SHIM SPACE SHIM SPACE SASH REINFORCING SEE SHEET 6 FOA REQUIREMENTS SEE GLAZING DETAIL SHEET 66 IIJTERIORPERIMETER SEALANT 1 BY OTHERS 1/4' MAX EXTERIOR FINISH SHIM SPACE BY OTHERS 48 WOOD SCREW INSTALLATION ANCHOR 3/8"MIN EDGE DIST, 2XWOODBUCKBYOTHERSSEE SHEET 6 FOR CONNECTION DETAILS 0. a CAULK 8ETWEEN a! CONCRETE/ MASONRY CONCRETE/ MASONRY 6 2X 1 1/2' MIN. BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT VERTICAL SECTION 4 SILL -ZX WOOD SUCK NAIL FIN EXTERIOR O. A. UNIT WIDTH MIN. 3/8" EDGE DISTANCE MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE 8 GR. 5 SELF-TAPP246 SCREW INSTALLATION ANCHOR, METAL STUD BY OTHERS, SEE SHEET IINSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS PERIMETER 5EALANT BY OTHERS HORIZONTAL SECTION 4 JAMS -METAL STUD NAIL FIN SilverLine 6yAI1de1Sen a snvo. lrrh w4n. wra a.w w"' W;(" 21.rll000 U m g Yn O Z zoo ' o LL w Z y HLu Lu i J w Paz z a I a Z O Z H wLu 23 m y mN JN 3 " uz o NG #: SWD002 4EET: 4 OF L 10 WOOD SCREW INSTALLATION ANCHORCONCRETE/ MASONRY BY OTHERS + '• CAULK BETWEEN a CONCRETE/MASONRY .. BY OTHERS ... ........ PERIMETER SEALANT) BY OTHERS CIA. EXTERIOR UNIT HEIGHTSEE r GLAZING JDETAIL, SHEET 6 3/4" MIN. EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERS• SEE SHEET 6 FOR 1/4" MAX t CONNECTION DETAILS SHIM SPACE a SASH REINFORCING a' SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING 1 1/2' MIN. DETAIL SHEET 6 EMBEDMENT INTERIOR l V4" MAX. jl SHIM SPACE INTERIOR VERTICAL SECTION 5 HEAD - 2XWOOD BUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN d TRIPLE CONFIG. ONLY SEE O A. PLAN VIEW -ANCHOR STRAP UNIT P/N 50-2995-2)' DETAIL AT HEIGHT RIGHT FOR INSTALL. REQ. 1/4" MAX PERIMETER SEALANT SHIM SPA BY OTHERS EXTERIOR FINISH MIN. BY OTHERS 4-. . EMBEDMENTtr PRECAST SILL BY OTHERS 3/16' ITW TAPCON a a . a - 7 INSTALLATION ANCHOR a 1 3/4" MIN a EDGE DI5TANCE p VERTICAL SECTION S SILL - CONCRETE/MASONRY THROUGH FRAME MIN.3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN L/2" EDGE DISTANCE 910 SR. b SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 PERIMETER SEALANT EXTERIOR BY OTHERS CE O.A. UNIT WIDTH HORIZONTAL SECTION 5 IAMB - METAL TUBE/STUD OR APPROVED MUW ONTHROUGHFRAME 5) #14 PANCAKE HEAD SCREWS FROM STRAP TO FRAME, HOLES PROVIDED TO ACCOMOOAT'E #14 DIA. 4.00004.0000 2 00002.0000 - 0. 0620 - 0. 5000 ) 2j 6.0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16' ITW TAPCONS PER STRAP, MIN. 1-1/4" EMBEDMENT, MIN. 1-3/4- EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) MID SELF -DRILLING SCREWS, GR 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4" EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1- 1/2' EMBEDMENT, MIN. 1" EDGE DISTANCE SilverUne byAndersm IIY Y MY•YY Yf ota snveaa{ o" NOYn' uuuswta" w oomumo rH. nsn., m R P zgx Z h 1 O 2 2H amN lil u m O tl m Z w ma Y, v iC waS Waa wo O 0 * as, 1, a k... - TwN mJN u - Iu DWG #: SWD002 SHEET: 5 OF 6 SilverLine NOTE: p 6yAndersen ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS 711OUTLINEDINCURRENTFBCANDASTME1300 GLASS LOAD RESISTANCE. r i x.........I INTERIOR Tr l mvF'xl. mwNm Mpm)4n WW 5/8' O.A I6. GLASS Q Z A7FOm ~m~ N 8 ? EXTERIOR INTERIOR laEXTERIOR // INTERIOR V Z -0 X 3w SMALL' FRAME 'LARGE' FRAME MIN.GLA55 1 SITE 1/2" h m `° w oREINFORCINGEXTERIORREINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. CL N g 00 w mP1/8' SETTING BLOCK wREQUIREMENTSREQUIREMENTS. d VERTICAL SECTION rR- HORIZONTAL SECTION 6 MEETING STILE 6 INTERMEDIATE FRAMEMUWON GLAZING DETAIL 1 p T- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72. (0/X), DE5I6N PRESSURE •/- 35 PSF 36 X 84, (0/X), DESIGN PRESSURE 35 PSF 38 X 74, (O/X), DESIGN PRESSURE */- 50 PSF 38 X 77. (0/X), DE5I6N PRESSURE 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 76 X 72, (O/X-0/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE 4-50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF C- STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-0/X), DESIGN PRESSURE+/- 35 P5F 0- STEEL INTERMEDIATE FRAME 'SMALL' REINFORCLNG IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINC,S: 76 X 62, (O/X-0/X), DESIGN PRESSURE •/- 35 PSF V) Z O NOTE: H Z0 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE Lo ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER H SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. 15 SPACING SPECIFIED ISNOT EXCEEDED. LJ,J N 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK o 1/4" ITW TAPCON ANCHOR 4' FROM CORNERS 16' MAX O C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT Z DEPTH SUPPORT WINDOW FRAME. O 8Y OTHERS , tiZ 114' MIN EMBEDMENT 11/2" MIN. EDGE DISTANCE 2• MIN. EDGE .. ~ J:• for". yd .. DISTANCE BYO OTHERS- coMASONRY iA/•/ ••* T BUCK INSTALLATION DETAIL o z f z 0 p u h DWG #: SWD002 SHEET: 6 OF 6 wMANUFAIMIRERSASSOCIATION Hallmark® Certificate of AMS, INC. 01 WDMA Conformance and License (CCL) A""'sy t mtne. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-023.09 2800/2803-2804 3 Panel Horizontal Slider 101/I.S.2/A440-11 Class R-PG30; Size Tested 2286mm 1219mm E7251.01-109-47 5/21/2015 5/26/2025 2286mm x 1219mm (90 x 48) ' Type-HS; DP +30/-30 psf; Water Test Press 220Pa 4.59psf) 440-H-025.36 2900/4900/ 70 Series 101/I.S.2/A440-08 Class R-PG35; Size tested 914mm 2127mm B9241.01-109-47 7/17/2012 3/8/2017 9142127mm (36x84in)-H 440-H-025.38 2900/4900 70 Series ASTM E-1996-05 / Wind Zone 3, Missile level D, 914mm 1930mm NCTL-110-15665-2 6/7/2013 12/19/2016 ASTM E-1886-05 Cycle Pressure = +/-50 psf 440-H-025.39 2900/4900 70 Series 1011I.S.2/A440-08 Class R-PG50; Size tested 1219mm 1676mm NCTL-110-15664-1 5/22/2013 4/3/2017 1219x1676 mm (48x66 in}H 440-H-025.40 2900/4900 70 Series 101/I.S.2/A440-08 Class R-PG50; Size tested 914mm 1930mm NCTL-110-15665-1 5/24/2013 413/2017 9140930 mm (36x76 in)-H 440-H-025.41 2900/4900 Impact 70 Series ASTM E-1996-05! Wind Zone 3, Missile Level D, 1219mm 1676mm NCTL-110-15664-2 6/7/2013 12/20/2016 ASTM E-1886-05 Cycle Pressure = +/-50psf 440-H-025.42 2901/4901 101/I.S.2/A440-08 Class LC-PG25; Size tested 1118mm 1905mm C7074.01 7/1/2013 5/1/2017 1118xl905mm (44x75in)-Type H; Positive Design Pressure DP) = 1200Pa (25psf); Negative Design Pressure DP) = 1200Pa (25psf); Water Penetration Resistance Test Pressure = 180Pa (3.76psf) 440-H-025.43 2901/4901 101/I.S.2/A440-08 Class LC-PG50; Size tested 965mm 1676mm C7074.01 7/1/2013 5/1/2017 965xl676mm' (38x66in'}Type H; Positive Design Pressure DP) = 240013a (50psf); Negative Design Pressure DP) = 2400Pa (50psf); Water Penetration Resistance Test Pressure = 360Pa (7.52psf) WD-20 10114109 Friday, May 13, 2016 Page 7 WINDOW & DOOR N"UFACTURERSAS=ATtON Hallmark® Certificate of AMS, INC. D[IWDMA Conformance and License (CCL) t<b"aroioisuu.6.YM.ni sysw"' lee. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.44 2901/4901 101/I.S.2/A4_40-08 Class LC-PG50; Size tested 1118mm 1575mm C7074.01 7/1/2013 5/1/2017 1118xl575mm' (44x62in')- Type H; Positive Design Pressure (DP) = 2400Pa 50psf); Negative Design Pressure (DP) = 2400Pa 50psf); Water Penetration Resistance Test Pressure = 360Pa (7.52pso 440-H-025.45 2901 101/I.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 5/1/2017 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-240013a (-50psf); Water Penetration Resistance Test Pressure 360Pa (7.50psf) 440-H-025.46 2901 101/I.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 5/1/2017 1016xl829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (-50psf) 440-H-025.47 29001mpact ASTM E-1996 12/ASTM Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-2 7/1/2013 5/1/2017 E-1886-05 1016xl829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (-50psf) 440-H-025.49 2900/4900 101/I.S.2/A440-08 Class R-PG35; Size tested 1219mm 1829mm C9979.01-109-47 9/24/2013 7/22/2017 1219x1829mm (48x72in)-H; DP+30/-30; Water Pen. Rsist. Test Pressure = 360Pa 7.52psf) 440-H-025.50 2901/4901 101/I.S.2/A440-08 Class LC-PG50; Size Tested 965mm 1880mm D7075.01-109-47 1/14/2014 2/24/2017 965mm x 1880mm ' (38 x 74in') Type-H; DP +50/-50 psf; Water Test Press 360Pa 7.52psf) 440-H-025.52 2901/4901 Impact TAS 201/202/203-94 DP & Cyde Pressure +50/-50 52in 73in NCTL-110-16675-1 3/5/2014 2/20/2018 psf 440-1-1-025.53 2901/4901 Impact TAS 201/202/203-94 DP & Cyde Pressure +50/-50 38in 62in NCTL-110-16675-1 3/5/2014 2/20/2018 psf 440-H-025.55 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 1321 mm 1854mm NCTL-110-16675-3 3/5/2014 12/12/2017 1321 x 1854mm (-52 x 73 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 8 F WINDOW & DOOR - MANUFACTURERS ASSOCIATION Hallmark® Certificate of AMS, INC. UnWDMAConformance and License (CCL) "" n •'" ``` Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.57 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm 1575mm NCTL-110-16675-3 3/5/2014 12/12/2017 965 x 1575mm (-38 x 62 in.)' Type-H 440-H-025.59 2901 /4901 Impact ASTM E-1996 12/ASTM DP +50/-50 psf, Missile D, 1321 mm 1854mm NCTL-110-16675-2 3/5/2014 2/20/2018 E-1886-05 Wind Zone 4 440-H-025.60 2901 /4901 Impact ASTM E-1996 12/ASTM DP +50/-50 psf, Missile D, 965mm 1575mm • NCTL-110-16675-2 3/5/2014 2/20/2018 E-1886-05 Wind Zone 4 440-H-025.61 2900-4900 Series/2901-4901 Single Hung Window 101/I.S.2/A440-11 Class R-PG20; Size Tested _ 1219mm 2134mm D9957.01-109-47 10/9/2014 8/6/2018 1219mm x 2134mm (48 x 84) Type-H; DP +20/-20 psf; Water, Test Press 150Pa (3.13pso 440-H-025.62 2900-4900 Series/2901-4901 Single Hung Window 101/I.S.2/A440-11 Class R-PG25; Size Tested 1_321 m_ m 1829mm D9957.01-109-47 10/9/2014 8/6/2018 1321 mm x 1829mm (52 x 72) Type-H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 440-H-025.63 2900-4900 Series/2901-4901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG30; Size Tested 1219mm 1956mm D9359.01-109-47 1/28/2015 7/2/2024 1219mm x 1956mm (48 x 77) Type-H; DP +30/-30 psf; Water Test Press 260Pa (5.43psf) 440-H-025.64 2900-4900 Series/2901-4901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG35; Size Tested 1219mm 1829mm D9964.01-109-47 1/29/2015 814/2024 12,19mm x 1829mm (48 x 72)' Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 440-H-025.65 2900-4900 Series/2901-4901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG35; Size Tested 1965mm 1956mm D9964.01-109-47 1/29/2015 8/4/2024 965mm x 1956mm (38 x 77)' Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 440-H-025.66 2900-4900 Series/2901/4901 Oriel Single Hung 101/I.S.2/A440-11 Class R-PG20; Size Tested 1219mm 2438mm E5610.01 3/16/2015 4/13/2025 1219mm x 2438mm (48 x 96) Type-H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 440-H-025.67 2900-4900 Series/2901/4901 Single Hung 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm 1676mm E5611.01-109-47 3/16/2015 7/2/2024 965mm x 1676mm (38 x 66)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-025.68 2900-4900 Series/2901-4901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1880mm E5612.01-109-47 6/1/2015 9/8/2025 965mm x 1880mm '(38 x 74)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) WD-20 10114109 Friday, May 13, 2016 Page 9 d WINDOW DOOR D[IWDMA Hallmark® Certificate of Conformance and License (CCL) ti Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMs, INC. g`m`n` Ad"'ln`SY"`` S,I nc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.69 2900-4900 Series/2901-4901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1676mm E5611.01-10947-rl 8/21/2015 2125/2025 965mm x 1676mm (38 x 66)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-025.70 29004900/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 1118mm 1575mm E9219.01-109-47 1/15/2016 2/8/2026 1118mm x 1575mm (44 x 62)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-027.19 2907TW/4907TW 101/I.S.2/A440-08 Class R-PG15; Size tested 2032mm 2134mm C1050.01-109-47 12/28/2012 8/9/2016 2032x2134mm (80x84 in}H 440-H-027.20 2907TW/4907TW 101/I.S.2/A440-08 Class R-PG15; Size tested 2286mm 1880mm C4709.01-109-47 1/31/2013 12/13/2016 2286x1880 mm(90x74 in}H 440-H-027.21 2900/4900 101/I.S.2/A440-08 Class R-PG35; Size tested 1829mm 2134mm C9952.01-109-47 9/24/2013 7/24/2017 1829x2134mm' (72x84in')-H; DP+35/-35; Water Pen. Resist. Test Pressure = 26013a 5.43psf) 440-H-027.22 2902/4902 101/I.S.2/A440-08 Class R-PG50; Size tested 1994mm 1524mm C7070.01-109-47 9/24/2013 7122/2017 1994x1524mm' (79x60in`)-H; DP+50/-50; Water Pen. Rsist. Test Pressure = 36013a 7.52psf) 440-H-027.23' 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG35; Size Tested 2032mm 1880mm t0328.01-109-47 215/2014 9119/20.17 2032mm x 1880mm (80x74in) Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 440-H-027.24 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG50; Size Tested • 1918mm 1575mm C0328.01-109-47 2/5/2014 9/19/2017 1918mm x 1575mm (76x62in) Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-027.25 2902/4902 Twin Single Hung Window 101/I.S.2/A440-08 Class R-PG30; Size Tested • 2426mm 1880 mm C0375.01-109-47 3/5/2014 1/18/2017 2426 x 1880 mm (-96 x 74 in.) Type-H 440-H-027.26 2902/4902 Twin Single Hung Window 101/i.S.2/A44_0-11 Class R-PG35; Size Tested 1829 mm 1575 mm D9358.01-109-47 1/27/2015 8/6/2024 1829 mm x 1575 mm (72 x 62) Type-H; DP +35/-35 psf; Water Test Press 260Pa 5.43psf) WD-20 10114109 Friday, May 13, 2016 Page 10 WINDOW & DOORC MANUFACTURERS ASSOCIATION Hallmark® Certificate of AMS, INC. P[IWDMA Conformance and License (CCL) " d'°1°`svz".`'M''°sg`=n" sySUMS. Inc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-027.27 2900-4900/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2426mm 1880mm E7252.01-10947 5/12/2015 5127/2025 2426mm x 1880mm (96 x 74) Type-H; DP +15/-15 psf; Water Test Press 180Pa (3.76psf) 440-H-027.28 2900-4900/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 2032mm 1880mm E7252.01-109-47 5/12/2015 5/27/2025 2032mm x 1880mm (80 x 74)' Type-H; DP +25/-25 psf; Water Test Press 160Pa (3.76psf) 440-H-027.29 2900-4900 Seriesl2902_-4902 Twin Single Hung 10.1/I.S_.2/A440-11 Class R-PG25; Size Tested 1918mm 1956mm E7244.01-109-47 8/6/2015 9/8/M25 1918mm x 1956mm (76 x 77)' Type-H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 440-H-027.30 2900-4900 Series/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2184mm 2134mm E9218.01-109-47 12/29/2015 3/27/2026 2184mm x 2134mm (86 x 84) Type-H; DP +15/-15 psf; Water Test Press 360Pa (7.52psf 440-H-027.31 2900-4900/2902-4902 Twin SH 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1829mm E9220.01-109-47 1/15/2016 1/27/2026 1918mm x 1829mm (76 x 72)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-027.32 2900-4900/2902-4902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1575mm F2423.01-109-47 1/15/2016 10/22/2025 1918mm x 1575mm (76 x 62)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-027.33 2900-4900/2902-4902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG30; Size Tested 2426mm 1880mm F2252.01-109-47 2/19/2016 10/2112025 2426mm x 1880mm (96 x 74) Type-H; DP +30/-30 psf; Water Test Press 220Pa (4.59psf) 440-H-028.14. 2903/4903/ 70 Series 101/I.S._2/A440_ -08 Class R-PG50;Size tested 1.5.75_mm 8643001 4/5/2012 12/16/2016 2737xl575mm (108x62in}H 2.7_37_m_m_ 440-H-028.15 2900/4900/ 70 Series 101/I.S.2/A440-08 Class R-PG15; Size tested 2718mm 2134mm C4710.01-109-47 2/19/2013 1/17/2017 2718x2134mm (107x84in)-H 440-H-028.16 2900/49001 70 Series 101/I.S.2/A440-08 Class R-PG30; Size tested 2718mm 1575mm C4710.01-109-47 2119/2013 1/17/2017 2718x1575mm'(107x62 in'-H 440-H-028.18 2903/4903 Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2737mm 1880mm D5516.01-109-47 3/26/2014 3/22/2018 2737 x 1880mm (-108 x 74 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 11 iUCTRR0nNUSASWICIATIONP[ IWDMA Hallmark® Certificate of Conformance and License (CCL) t<tSilver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMs, INC. A" n`"```Y"'°'`"" Systan.% Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440- H-028.19 2900-4900 Series/2903-4903 101/I.S.2/A440-11 Class R-PG50; Size Tested 2737mm 1829mm C0329.01-109-47 11/7/2014 2/21/2018 2737mm x 1829mm (108 x 72) Type- H; DP +50/-50 psf; Water Test Press 36013a (7.52psf) 440- H-028.20 2900/4900 Series 2903/4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG20; Size Tested 2743mm 2134mm E5617.01-109-47 4/10/2015 4/14/2025 2743mm x 2134mm (108 x 84) Type- H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 440- H-028.21 2900/4900170-290314903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 2737mm 2134mm E7250.01-109-47 8/21/2015 10/14/2025 y 2737mm x 2134mm (108 x 84) Type- H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 440- H-028.22 2900-4900/2903-4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG30; Size Tested 2737mm 1575mm E9222.01-109-47 2/4/2016 2/16/2026 2737mm x 1575mm (108 x 62) Type- H; DP +30/-30 psf; Water Test Press 220Pa (4.59psf) 440- H-029.06 2907/4907 101/I.S.2/A440-08 Class R-PG20; Size tested 1219mm 2134mm C1542.01-109-47 12/28/2012 9/5/2016 1219x2134 mm (48x84 in}H 440- H-029.07 4900/2900/70 101/I.S.2/A440-08 Class R-PG35; Size tested 1118mm 1524mm C7073.01-109-47 10/31/2013 5/1/2017 1118x1524mm' ( 44x60*in)-H; DP+ 35/-35; Water Pen. Resist. Test Pressure = 260Pa 5. 43psf) 440- H-029.08 2900-4900/2907-4907 Single Hung 101/I.S.2/A440-11 Class R-PG35; Size Tested 1016mm 1727mm E5613.01-109-47 3/3/2015 3/8/2025 1016mm x 1727mm (40 x 68) Type- H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 440- H-030.15 2900/4900 Series 101/I.S.2/A440-11 Class R-PG20; Size Tested 2032mm 1575mm D2935.01-109-47 1/14/2014 11/12/2017 2032 x 1575mm (80 x 62in)-H; DP + 20/-20psf; Water Pen Resist. Test Press = 150Pa 3. 13psf) 440- H-030.16 2907TR/4907TR Series 101/I.S.2/A440-11 Class R-PG20; Size Tested 2718mm 1880mm D5514.01-109-47 3/26/2014 5/6/2018 2718 x 1880mm (-107 x 74 in.) Type- H 440- H-030.17 2907TR/4907TR Series 101/i.S.2/A440-11 Class R-PG35; Size Tested 2718mm 1575mm D5514.01-109-47 3/26/2014 3/23/2018 2718 x 1575mm (-107 x 62 in.) Type- H WD- 20 10114109 Friday, May 13, 2016 Page 12 WINDOW RANUFACRS Hallmark® Certificate of D[IWDMA Conformance and License (CCL) 43 Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name 440-H-089.00 5500/5510 Side Lite (Specimen 2) 440-H-089.01 5500/5540Transom (Specimen 1) Standard Rating 101/I.S.2/A440-11 Class R-PG35; Size Tested 1245mm x 2432mm (49 x 96) Type-SLT; DP +35/-35 psf; Water Test Press 26013a 5.43psf) 101/I.S.2/A440-11 Class R-PG35; Size Tested 2734mm x 914mm (108 x 36) Type-TR; DP +35/-35 psi; Water Test Press 260Pa 5.43psq WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating manufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have been manufactured in accordance with the standards. It is further certified that the plant(s), facilities, quality control procedures, methods, and processes of Licensee have been inspected by WDMA, and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and found to comply with the standards. By: Wide High Test Report # 1245mm 2432mm E6290.01-10947 2734mm 914mm E6290.01-109-47 AMS, INC. Adm1nisuativc Management System, Inc. CertDate ExpDate 11/23/2015 4/27/2025 11/23/2015 4/27/2025 11L I. -ex— John AkFee, VP of Certification Programs, PDAL4 Hallmark By: A014 Rhonda Schott, Authorized Representative, AMS 11 Program Sponsor: Program Administrator: Window and Door Manufacturers Assoc Administrative Management Systems, Inc. 330 N. Wabash Avenue, Suite 2000 PO Box 730, 205 West Main Chicago, IL 60611 Sackets Harbor, NY 13685 TEL (312)673-4828 www.wdma.com TEL (315)646-2234 staff@amscert.com WD-20 10114109 Friday, May 13, 2016 Page 26 3 g/\A\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buiIdingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL 19715 Report No. 3947 51h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1 — A (Certificate) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 12/15/2015 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2016.02.12 12:20:17-05'00' F. O sstONAt II11 1111 Hermes F. orero, P.E. Florida No. 73778 BUILDING DROPS FL#: FL19715 A. A Perfect Solution in Every Drop Date: 12/15/2015 Certificate of Authorization: 29578 Report No: 3947 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(a) Product Name: Series 2900/4900 Single Hung Window Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does 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. This product has been evaluated for use in locations adhering to the 5`h Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 51h Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 5`h Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 Q A Perfect Solution in Every Drop Date: 12/15/2015 Certificate of Authorization: 29578 Report No: 3947 Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a Certification Agency through Window and Door Manufacturers Association (FBC, Organization #: CER1508). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B6430.01-109-47 3/09/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 2. Certification Agency Window and Door Manufacturers Association FBC Organization #: CER1508) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 IrIA\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Nailing Fin Installation: FL#: FL19715 Date: 12/15/2015 Report No: 3947 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 30d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. -For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 10/27/2016 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topic I Submit Surcharge I Stats & Facts I Publications I FBC staff I BCIS Site Map I Links I Search Florida Y +.:!: Product Approval tom; yrs I USER' Public User t R h i=,ttcr, Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL9174-R11 Application Type Revision Code Version 2014 Application Status Approved e Comments set to re -apply per applicants request 4/28/15-rb Archived i i Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 r 850) 474-9890 gtaylor@wayne-dalton.com Quality. Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida'Professional Engineer 6 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek-Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE J Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R11 COI Cert of Ind Scates 2011 s.odf Referenced Standard and Year (of Standard) Standard Year DASMA-108 2002 DASMA-115 2005 Equivalence of Product Standards Certified By Sections from the Code https-//www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquFl 1JRfWxf6u7q n10heH %2bR KJkizESWxAzegKuY8GeGQ%3d%3d 1/6 10/27/2016 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 04/06/2015 04/28/2015 05/04/2015 06/23/2015 FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0228 318958 P7.odf Approved for use outside HVHZ: Yes FL9174 R11 11 Track Suoolement Chart P10.odf Impact Resistant: Yes FL9174 R11 II WDJambSuoolementPl6 s.Ddf Design Pressure: +26.90/-30.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0229 318959 P8.Ddf Approved for use outside HVHZ: Yes FL9174 R11 II Track SuoDlement Chart P10.Ddf Impact Resistant: No FL9174 R11 II WDJambSuoolementP16 s.odf Design Pressure: +15.30/-17.00 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Reot 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes II 9174.3 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0230 318960 P10.Ddf FL9174 R11 II Track SuoDlement Chart P10.Ddf FL9174 R11 II WDJambSuoolementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Reot 9100 rl s.Ddf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only - no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0231 318996 PS.Ddf Approved for use outside HVHZ: Yes FL9174 R11 11 Track SuoDlement Chart P10.Ddf Impact Resistant: Yes FL9174 R11 Ii WDJambSuoolementP16 s.Ddf Design Pressure: +30.00/-33.50 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.5 5120 / 5100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0234 319022 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 it Track SuoDlement Chart P10.Ddf Impact Resistant: Yes FL9174 R11 II WDJambSuDDlementP16 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 https://www.11ondabuilding.org/pr/pr_app_dtl.aspx'?param=wGEVXQwtDqu111JRfWxf6u7oinlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 2/6 1Ot27/2016 Florida Building Code Online Design Pressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Reot 9100 r1 s.Ddf FL9174 RI1 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0235 319023 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 PI Post,odf Impact Resistant: Yes FL9174 R11 II Track Suoolement Chart P10.Ddf Design Pressure: +39.20/-43.70 FL9174 RI1 I[ WDJambSuoDlementP16 s.Ddf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 lI 0232 318999 P5,odf Approved for use outside HVHZ: Yes FL9174 R11 11 Track Supplement Chart P10.odf Impact Resistant: No FL9174 R11 II WDJambSuoDlementP16 s.Ddf Design Pressure: +12.40/-13.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Reot 9100 ri s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use, in HVHZ: No FL9174 R11 II 0233 319000 P5,Ddf Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.Ddf Impact Resistant: No FL9174 R11 II WDJambSuoolementP16 s.Ddf Design Pressure: +18.50/-20.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Reot 9100 r1 s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll 11 0236 319024 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 11 319040 P1 Post.Ddf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.odf Design Pressure: +30.00/-33.50 FL9174 R11 II WDJambSuoDlementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Reot 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0237 319025 P6.Ddf Approved for use outside HVHZ: Yes FL9174 RI I II 319040 P1 Post.Ddf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.Ddf Design Pressure: +39.20/-43.70 FL9174 R11 II WDJambSuoDlementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes https-/Aaww.floridabuldmg.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojnlOheH%2bRKJkizESWxAzegKuYBGeGQ%3d%3d 316 10127/2016 Florida Building Code Online 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0600 319026 P4.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolerent Chart P10.odf Impact Resistant: No FL9174 R11 II WDJambSuoolementPl6 s.odf Design Pressure: +26.90/-30.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.odf door. FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.12 I5120/5140/6100/9100/9400/9600 0601 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: 9' Max width. 10' Max height. Max section height 24" Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0601 319027 P4.Ddf FL9174 R11 II Track Suoolement Chart P10.Ddf FL9174 R11 lI WDJambSuoolementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0602 319028 P5.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.odf Impact Resistant: No FL9174 R11 II WDJambSuoolementP16 s.Ddf Design Pressure: +15.30/-17.00 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.odf door. FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0603 319029 P5.odf Approved for use outside HVHZ: Yes 1`1-9174 R11 II Track Suoolement Chart P10.odf Impact Resistant: No FL9174 R11 H WDJambSuoolementP16 s.odf Design Pressure: +23.00/-25.00 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.pdf door. FL9174 R11 AE Eval Reot 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.15 I5120/5140/6100/9100/9400/9600 0604 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 16' Max width. 8' Max height. Max section height 24" Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0604 319030 P5.Ddf FL9174 R11 II 319040 P1 Post.Ddf FL9174 R11 II Track Suoolement Chart P10.odf FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0605 319031 P4.pdf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.odf Impact Resistant: No FL9174 R11 II WDJambSuoolementPl6 s.odf https:/Avww.flondabuildirig org/pr/pr_app_dtl aspx?param=wGEVXQwtDqufllJRfWxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 416 10127/2016 Florida Building Code Online Design Pressure: +15.30/-17.00 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0606 319032 P6.Ddf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.odf Impact Resistant: No FL9174 RI1 II Track Supplement Chart P10.odf Design Pressure: +30.00/-33.50 FL9174 R11 lI WDJambSuoolementP16 s.odf Other: Doors with glazing shall not be used in the wind- Verified By: John E Scates P.E. FLORIDA PE 51737 borne debris region unless protected or unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement Evaluation Reports door. ( FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Reot 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.18 I5120/5140/6100/9100/9400/9600 0609 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 18' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174 R11 II 0609 319035 P5.Ddf FL9174 R11 II 319040 P1 Post.odf FL9174 R11 I[ Track Supplement Chart P10.odf FL9174 R11 [I WDJambSuoolementP16 s.Ddf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 40608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0608 319034 P4.Ddf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.Ddf Impact Resistant: No FL9174 R11 II WDJambSuoDlementP16 s.odf Design Pressure: +18.50/-20.70 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.odf door. FL9174 R11 AE Eval ReDt 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 RI I II 0607 319033 P5.Ddf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supolement Chart P10.Ddf Impact Resistant: No FL9174 R11 II WDJambSuoDlementPl6 s.Ddf Design Pressure: +25.90/-28.80 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.odf door. FL9174 R11 AE Eval Reot 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes gat NexS 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 Flonda 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 send electronic mail to this entity. Instead, contact the office by phone or by traditional mad 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 emails provided may be used for official communication with the licensee. However email addresses are public record If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee underChapter 455, F S , please click here Product Approval Accepts: https://www.floridabuildirig org/pr/pr_app_ol.aspx?param=wGEVXQwtDqufllJRfWxf6117ojnlOheHg/g2bRKJkizESVVxAzegKuY8GeGQ°/g3dp/gad 5 6 1a27/2o16 Florida Building Code Online m ® R a Credit Card Safe https://www flondabuilding org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufllJRfvVxf6u7ojnlOheH%2bRKJkizESWxAzegKuYBGeGQ%3d%3d 6/6 A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT NorE J 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 9 7 6 780 9 7 6 800 1 9 1 7 1 6 No. 51737 i 0 STATE OF ; • ASS/ONAL "?0 1. BASED ON 5/16" DIAMETER LAG SCREWS WITH 1-1/2" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft 4. CHART IS BASED ON 6-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2", MINIMUM FASTENER SPACING SHALL BE 1-1/2", AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.2.1. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:33-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1'2203 Revision P16 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT NOTE 7 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 760 n/a n/a n/a 780 n/a n/a n/a 800 n/a n/a n/a O,• ceNaATs+i z No.51737 wZ .O STATE OF '4/ pc FL RVpp; CN sS ONAL \?OXN 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:58-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB LB/FT NorE 9 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 11 14 16 760 11 13 16 780 10 13 16 800 10 13 15 ENaFrF8 /ice No. 51737 Qr 0 STATE OF LO GIN, S/ONA- ? % 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF WAND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ff/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:57:27-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1'2203 Revision P16 SCHEDULE 4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT "ore a 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETE NOTE ' 2000 PSI GROUT FILLED CMU"ore 2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 720 18 19 8 740 17 19 N/A 760 17 18 N/A 780 16 18 N/A 800 16 17 N/A G. 3CF No. 51737 r i O STATE OF Irrrri0 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30pst x 16ft/2 = 2401b/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:58:01-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULES 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FTNOTE' 2500 PSI CONCRETE NOTE' 4000 PSI CONCRETENOTE+ 2000 PSI GROUT FILLEDCMUNOTE2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 8 760 18 18 8 780 18 18 8 800 17 17 8 No. 51737 O STATE OF ; w ONA? 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 411. ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 w gnee Dalton 3395 ADDISON DRIVE PENSACOLA• FLORIDA 32514 B50) 474-9890 No. 51737 0 STATE OF SSIONA- ?0 0IIII111, Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:53-06'00' JOHN E SCATES, PE 3121 FAIRGATE OR CARROLLTON, TX 75007 FL PE 51737 TX PE 5630E/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF NINDLOAD CONSTRUCTION DETAILS 1 6' MAX FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 2X4 STRUCTURAL GRADE LUMBER FOR MAXIMUM ATTACHMENT TO SPACING WOOD SUBSTRATE OR MINIMUM 2.6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYP. 6' MAX MINIMUM 2x6 M3 HEADER LOCK SOUTHERN PINE BRACKET LUMBER 4" 4' 2-3/4' 2) 3/8' SIMPSON TITEN HO SCREW ANCHOR WITH A 1 1/4' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4" DETAIL I MINIMUM 2500 PSI CONCRETE NOTE. MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS SEE DETAILS 1, 2, AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS DOOR HEIGHT DOOR WIDTH MINIMUM 2x6 #3 ( HEADER LOCK SOUTHERN PINE BRACKET LUMBER 8" 4" 4" 8 4" 4) 3/8" SIMPSON TITEN HD SCREW ANCHOR WITH A 1-1/4" WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 4' DETAIL 2 MINIMUM 2000 PSI GROUT FILLED CMU NOTE. MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS MINIMUM 2,,6 #3 ( HEADER LOCK SOUTHERN PINE BRACKET LUMBER A 1-1/2 -J /2" 4) 3i WITH 1 LAG S MINIML 1-9/3 SUPPC TAI WOOD SUPPORT STRI NOTE, MAXIMUM DESI CAPACITY OF 2430 L SHEET 1 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS NAME DRAWING PART NO I REV 324620 IP16 wagno® Balton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 550) 474-9890 MIN 2500 PSI CONCRETE UQg; MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE 3/6' SIMPSON TITEN HD, 2-3/4' MIN EMBED. MIN 6' BETWEEN JAMB BRACKET LOCATION - JAMB BRACKET- 1/4-20x9/16' TRACK BOLT AND 1/4-20 HEX NUT TRACK No. 51737 A w 0 It STATE OF O Fd' ; pR OP • p' SIONA; IIII Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:59:26-06'00' JOHN E SCATES, PE 3121 FAIRGATE OR CARROLLTON, Tx 75007 FL PE 51737 Tx PE 563W/F2203 PROFESSIONAL ENGINEER'S SEAL PRONDED ONLY FOR VERIFICATION OF WINOLOAD CONSTRUCTION DETAILS 2 3/4- EDGE I MIN 2 x 4 SPF (G-0 42) OR BETTER WALL STUD NOTE: MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE I EXTERIORSHEATHIN SHEATHING ' 5/16' LAG SCREW WITH 1-9/32' EMBED IN CENTER OF STUD (t 1/4') FOR EACH JAMB BRACKET LOCATION JAMB BRACKET D1 /4-20x9/16' TRACK BOLT AND 1/4-20 HEX NU TRACK DIRECT WOOD MOUNTING DETAIL MAX 420 LBS PER LAG FASTENER SHEET 2 OF 2 REVISIONS I I DATE I NAME I DRAWING PART NO REV JAMB CONNECTION SUPPLEMENT 324620 P161 T,,,,he Cenuine. The Original. i' e April 28, 2015 Subject: ASTM A653-00 To Whom It May Concern: Overhsad Door Corporation 2501 S. State Hwy 121. Suite 200 Lewisville. TX 7S067 Phone 4695497100 Fax 469 549 7281 mvw. ov erhea dd oo r- co m This letter is to state that ASTM A 653-00 as tested in FL 9174 meets or exceeds the requirements of ASTM A 653-06. Please feel free to'contact me if you need any additional information. Sincerely, J Kp Dwayne J. Kornish P.E. .` Q'.•••''p tij''., FL PE 77945 '• ' ' No. 7M511r. *= TAN OF T MAL E 11 Overhead Door Corporation ASubsidiaryo(SanwaHoldngscorporalbn I John E. Scates, Professional Engineer June 10, 2011 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 Re: Evaluation Report for Residential Model 5140/9100/9600 family FL 09174-117 To Whom It May Concern: 3121 Fairgate Dr. Carrollton TX 75007 972) 492-9500 At the request of Wayne -Dalton, a Division of Overhead Door Corporation, I have reviewed the drawings and tests listed below. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005 test procedures. The pressures listed on the drawings are a direct result of these tests. I have concluded that the construction shown on these drawings comply with the structural requirements of the 2007 Florida Building Code. I certify that I meet the requirements of "independence" as detailed in Florida Statute 9N-3.005. - Code References 2007 Florida Building Code Section 1609 Section 1609.1.2 Section 1714.5.3.1 Test Procedures Wind Loads ANSI/DASMA 115 - Windborne Debris testing ANSI/DASMA 108 - Static windload testing Testing was conducted in accordance with ANSI/DASMA 108-2002 and 108-2005. ANSI/DASMA 108-2002 is forward compatible with ANSI/DASMA 108-2005. All tests included holding the door at design pressure for a minimum of 10 seconds, and achieving a 150% overload test" or "proof") pressure for 10 seconds. In addition, some of the doors were also tested for windborne debris according to ANSI/DASMA 115-2005. Not all windborne testing included glazing with the door panels. These are itemized in Tables 1 and 2. EA- D o( toil t FL09174-R7 Test Reports ETC-06-976-17575.1, static per 108-02, dated 5/30/2006 ETC-06-976-18185.0, static per 108-02, dated 10/27/2006 ETC-06-976-19011.0, impact per 115-05, dated 4/25/2007 CTLA 1911W static 108-02 and impact 115-05, dated 10/21/2008 CTLA 1911W-3 static 108-02 and impact 115-05, dated 2/10/2009 CTLA 202OW static 108-05 and impact 115-05, dated 3/9/2010 CTLA 202OW-1 static 108-05, dated 3/9/2010 OHD/TREQ ETR 06182-2 static 108-05, dated 5/26/2011 ETC = ETC Laboratories, 297 Buell Rod, Rochester, NY Testing was conducted by ETC at Wayne -Dalton Test Facility in Pensacola, Florida. CTLA = Certified Testing Laboratories, Architectural Division, 7252 Narcoossee Rd., Orlando, FL Testing was conducted by CTLA at Wayne -Dalton Test.Facility in Pensacola, Florida. OHD/TREQ = Overhead Door's TREQ facility in Dallas, TX. This facility had a current accreditation per ANSI/IEC/ISO 17025 at the time of testing, listed with International Accreditation Service, Certificate No. TL-368. Installation Instructions The drawings provide installation instructions peculiar to windload reinforcement. In addition, Drawing 307494, Rev P10, provides supplemental track assembly details. Jamb attachment: Methods of securing the door to the mounting surface is detailed in the Jamb Connection Supplement, P/N 324620, Rev P9. This Evaluation Report does not address design of the wall/jambs themselves. These drawings only illustrate common means to attach the door to the jambs. Walls and Jambs should be designed (by others) to withstand the loads imposed by door onto the building. Additional information is available in DASMA Technical Data Sheet TDS-161 at www.dasma.com. G/to/tt, Drawings TABLE 1. FL 09174-137 Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 318958 0228 9 8.75 26.9/-30.8 Yes Yes Yes 17575 19011 Rev P7 318959 0229 16 8.75 15.3/-17.0 No Yes No 17575 Rev P8 318960 0230 16 8.75 25.9/-28.8 Yes Yes Yes 17575 & 19011 Rev P10 1911W3 & ETR6182-2 318996 0231 16 8.75 30.0/-33.5 Yes No No 1911W 1911W Rev P5 318999 0232 18 8.75 12.4/-13.8 No Yes No 17575 Rev P5 319000 0233 18 8.75 18.5/-20.7 No Yes No 17575 Rev P5 319022 0234 9 8.75 43.2/-49.6 Yes Yes Yes 17575, 19011 & Rev P5 18185 & 1911W3 1911W3 319023 0235 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 Rev P6 18185 319024 0236 18 8 30.0/-33.5 Yes Yes Yes 17575 & 19011 Rev P6 18185 379025 0237 18 8 39.2/-43.7 Yes Yes Yes 7575, 19011 & Rev P6 18185 & 1911W3 1911W3 3 Of Qi(o/q FL 09174-117 TABLE 2. Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 319,026 0600 9 10 26.9/-30.8 No Yes No 17575 Rev P4 319027 0601 9 10 41.0/-46.3 Yes Yes Yes 17575 & 2020W Rev P4 2020W 319028 0602 16 10 15.3/-17.0 No Yes No 17575 Rev P5 319029 0603 16 10 23.0/-25.0 No Yes No 17575 Rev P5 319030 0604 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 & Rev P5 2020W 2020W 319031 0605 18 10 15.3/-17.0 No Yes No 17575 Rev P4 319032 0606 18 8 30.0/-33.5 No Yes No 17575 & Rev P6 2020W-1 319033 0607 16 8.75 25.9/-28.8 No Yes No 17575 Rev P5 319034 0608 18 8.75 18.5/-20.7 No Yes No 17575 Rev P4 379035 0609 18 8 39.2/-43.7 Yes No No 17575 19011 Rev P5 4 Wtb ' FL 09174-117 Model Descriptions Model 5120/9100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.1" for sections with a maximum height of 21" and a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a stamped or flush facer design. Model 5140/9400 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a %" deep recessed facer panel that may use optional decorative trim. Model 9600 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior galvanized and painted 32 gage skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a stamped or flush facer design. Model 6100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a flush facer design with %" MDF decorative overlay. 5 lb ko f i1 FL 09174-117 Additional Limitations The drawings cited above are an explicit part'of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings and instructions as well. Selected products within this Evaluation have been tested for Windborne Debris according to ANSI/DASMA 115. Tables 1 and 2 indicate the Windborne Debris doors by a "Yes" in the Impact Door" column. Doors with available impact glazing are also indicated in these Tables. These products are not intended for the Florida High Velocity Hurricane Zone (HVHZ). Sincerely, c1CA wa:;, Jo n E. Scates, P.E. V Florida PE # 51737 o( M 3121 Fairgate Dr. Carrollton TX 75007 John E. Scates, Professional Engineer fax (972) 492-0077 1 office (972) 492-9500 February 3, 2015 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 Re: Statement of Affirmation to FBC 5`h Edition (2014) FL09174-R9 To Whom It May Concern: To the best of my knowledge, the products listed in FL 09174-119 conform to the requirements of the 5" Edition (2014) of the Florida Building Code. I, John E. Scates, P.E., certify that I meet the requirements of "independence" as it relates to Wayne -Dalton (A Division of Overhead Door Corporation). Specifically, 1) 1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Digitally signed by John E. Scates, P.E. Date: 2015.02.03 13:32:17-06'00' John E. Scates, P.E. Florida PE # 51737 p`t; cENaFrF ///z No. 51737 0 STATE of ; Qj SSION i ;`\\\ SHORT1. PANEL NON -IMPACT RESISTANT GLAZING OPTION - 090' MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) /8X1' SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13 75' AND A MAXIMUM LENGTH OF 16 75' GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REOIREMENTS FOR WIND-BORNE DEBRIS REGIONS. 2. LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - 090' MINIMUM SSB GLAZING IN MOLDED FRAMES GLUED WITH A 1/8' BEAD OF BDSTIK 1100 OR EOUIVALENT UNDER THE OUTER FRAME AND SCREWED TOGETHER WITH A MINIMUM OF 10) /6X1' SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75' AND A MAXIMUM LENGTH OF 39'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS GLAZED SECTION REQUIRES 18 GA J-STRUT SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/4-14X7/8' SELF DRILUNG CRIMPTITE SCREW TO ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2. 3 IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) GLAZING SHALL BE 1/4" MAKROLON-AR POLYCARBONATE OR EQUAL. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 15.21" AND A MAXIMUM LENGTH OF 50.08'. GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS ATTACHED TO U-BAR ON UPPER INTEGRAL RIB (SEE DETAIL G SHEET 2). 18 GA J-STRUT SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/4-140/8' SELF DRILLING CRIMPTITE SCREW TO ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2. 16 15 5/16 SC J 1/4-20X BOLT AND NUT AT E BRAG 15 JA SEE S OUANI 13 CA HORIZ ANGLE 13 GA FLAG ANGLE GA MIN HORIZ TRACK 5/16X1-5/8" LAG SCREWS MIN 3 AS SHOWN) GA MIN VERT TRACK X1-5/8" LA REW AT EACH AMB BRACKET 9/16' TRACK 1/4-20 HEX ACH JB JAMB KET LOCATION CA STIFFENE NB BRACKETS CHELDULE FOR TY, LOCATION, AND TYPE R SLIDE LOCK ENDS (NOT , TH OPERATOR 5). SLIDE SHOWN FOR CLARITY SOLID wN. SEE SHEET AR LOCATIONS S WITH OTHER ANTITIES AND 1, 2, AND 3 SHEET FOR KEY LOCK 0 4 VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6' D.C. BOTH MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM REQUIRED WITH 7/16" TO MEET NEGATIVE PRESSURES. SEE NO LOCK 5 KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED 8. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE NOTE. (4) SPOLYURETHANEFOAMINSULATIONCHEMICALLYBONDEDTO30DOORSN CA MINIMUM FACER STEEL AND A POLYLAMINATE BACKER. 2 FOR U-B END CAP TO HAVE A MINIMUM 1.1" DEPTH ON DOOR SECTION OU 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SEE NOTES SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF ON THIS RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 8 DOOR JAMB TO BE MINIMUM 2.6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. LOUVER OPTION - .040' MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) /6X1' SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. LOUVERED SECTION - REOUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR JONN E SCA TES. PE 3121 FAIROATE OR CARROLLTON. TX 75007 FL PE 51737 TX PE 563DE/F2ZO3 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF 1WNDLOAD CONSTRUCn ON DETAILS SEE U-BAR NOTE ON SHEET 2 FOR U-BAR INSTALLATION GA END CAP SHEET 18 CA OPERATOR STILE FACTORY ADHERED TO CENTER OF TOP SE( J DO( T I NOTE, (5) CENTER HINGES PER JOINT REWIRED ON DOOR WIDTHS GREATER THAN 12'-0 (3) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0' JAMB BRACKET SCHEDULE EIGHT NO OFRACKETSSECTIONS AM B EACH JAMB)TYPE TRACK A AM BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS + 2") 7'-0' 4 6 JB . 13 (01). 25-1 2 JB , 34' JB , 45-1 4 (01), 63 JB 7'-0" 4 6 JB , 10 JB , 21-3 4 JB , 29-3 4 JB , 42 JB , 63-1 4 JBB'-O" 5 6 JB , 13' 01 , 23' JB , 34" JB ,47-1 4' 01 , 58' JB , 57" 01 , 75"JB8'-0" 5 8 JB , 10' JB , 21-3 4' JB , 29-3 4 JB , 48' JB , 57-1 4' JB , 86JB . 75-1 2 JB 6- 0' IGH LIFT 0OF PITCHEE NOTE BELOW NOTE, JB) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-201A/16" TRACK BOLT AND NUT. 01) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. ALL DOORS WITH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR HEIGHT UNIFORM LOAD EACH JAMB (PLF) WIDTH 16'- 0' ALL 207 2/-230 4 14'- 0" ALL 161.3/-201.6 12'- 0' ALL 155.4 -172.8 10'- 0" ALL 129 5 -144 0 Wayne® Balton DIVISION OF OVERHEAD DOOR COP 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 REVISIONS P4 CHANGES TO GENERAL FORMAT AND CHANGED U- BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER CHANGED CENTER HINGE GAUGE AND ADDED LOUVER OPTION CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER CRT 3/8/06 P5 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REQUIRED FOR NARROWER DOOR WIDTHS MRB 5/10/06 P6 ADDED IMPACT RESISTANCE TO DOOR ADDED MODEL 6100 MODIFIED NOTE B TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT CRT 6/6/07 P7 MODIFIED JAMB BRACKET SCHEDULE FOR FAT OPTION ADDED LHR TRACK DETAIL SHEET 2 GRT 4/17/08 P8 ADDED IMPACT RESISTANT GLAZING. ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK CHANGED LOUVER NOTE INCREASED MAX HEIGHT TO 8'-9" ADDED HIGH LIFT AND ROOF PITCH TRACK NOTE. CRT 7/22/08 P9 UPDATED TITLE BLOCK GRT 8/26/10 P10 ADDED LONG PANEL GLAZING OPTION GRT 3/15/11 _ STATIC PRESSURE RATINGS APPROVED SIZES SCALE N.T.S. SIZE A DESIGN ( PSF): +25 90/-28.80 MAX WIDTH 16'-0" DATE NAME TEST ( PSF)- +3885/-4320 MAX HEIGHT- B'-9" DRAWN 3/8/06 CRT IMPACT/ CYCLIC RATED (YES/NO) YES MAX SECTION HEIGHT 21" CHECKED 4/6/06 MRB MODELS 5120/6100/9100 SHEET 1 OF 2 DRAWING PART NO REV WINDLOAD SPECIFICATION OPTION CODE 0230 318960 P10 13 GA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (8) PRE -PUNCHED TOP FIXTUREPRE -PUNCHED HOLES / ' HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR AND ATTACH THRU END CAP AT WITH (2) 1/4-14x5/8' EACH END WITH (2) 1/4-14x7/8" / CRIMPTITE SCREWS SELF DRILLING CRIMPIITE SCR WS I FOR STANDARD TRACK AND (3) o 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH °. ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS SHOWN). LOW HEADROOM TRACK DETAIL A 13 GA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB WITH WITH (2) 1/4-14x5/5' CRIMPTITE SCREWS THE (8) PRE-PUNCHEO HOLES EACH END USE MEWING HOLE IN SLIDE TO ENSURE FACING UPWARD AND ATTACH THRU ENO PROPER ALIGNMENT OF ROLLERS CAP AT EACH END WITH (2) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS 15 GA HINGE ATTACHED E CEPTOW U-BAR PLACED OVER TOPWITH1SCREW5/6' / B ON THE BOTTOM SECTION SHALL ONLY TITCRIMPTITE SCREWS (2 OF BE ATTACHED THRU END CAP AT EACH WHICH ARE FACTORY END WITH (1) 1/4-14x7/8' SELF DRILLING ATTACHED) 1 CRIMPTITE SCREW LOCATED ON THE BOTTOM FLANGE OF THE U-BAR NOTE. DUE TO CLEARANCES REQUIRED TO 2' NYLON STORMGARD INSTALL SCREWS AT THE ENDS OF THE ROLLER WITH 0. U-BARS, ALL U-BARS SHALL BE 4-1/2' STEM MSTALLED ON SECTIONS PRIOR TO DETAIL B INSTALLING ROLLER SLIDES AND TOP FIXTURE ON THE U-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. 18 GA HINGE ATTACHED PLACE U-BAR OVER WITH (6) 1/4-20x5/B" IN RIB AND ATTACH CRIMPTITE SCREWS (2 OF WITH (2) 1/4-20x5/8' CRIMP SCREWS THRUWHICHAREFACTORYPRE -PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGEAREFIELDINSTALINTOLOCATION (1 THRU FLANGE TOPLEAF, AND 1 OF U-BAR AND BOTTOM WHICHISFIELDINSTALLEDTHRU PRE -PUNCHED HOLE HINGE LEAF AND 1 THRU IN U-BAR) WEB OF U-BAR AND DETAIL C INTEGRAL RIB OF SECTION) 12 CA BOTTOM BRACKET FACTORY ATTACHED WITH WRILUNG CRIMPTITESCREWSPLACEU-BAR OVER INTEGRAL RIB WITH NOTCH DOWN TO CLEAR BOTTOM BRACKET AND ATTACH THRU END CAP AT EACH END WITH (1) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREW AS FOR IMPACT RESISTANCE.SHOWN AND USE (1) 1/4-14x7/8" SELF BOTTOM BRACKET MUST BEDCRIMPTITE SCREW ACROSS THE SCREWED TO THE BOTTOM BOTTOM OF THE BOTTOM U-BAR AT U-BAR WITH EACH PRE -PUNCHED HOLE AT EVERY 2) 1/ 4-140/8' SELF DETAIL D HINGE LOCATION. USE (1) 1/4-20x5/5' DRIWNG CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS DETAIL THIS SHEET. 80/4' MIN STAINLESS SCREWS WITH STAINLESS BACKED RUBBER WASHERS 3-1/ 2' O.C. MAX-->,' JOHN E SCA TES PE 3121 FAIRDA TE OR CARROLLTON. Tx 15007 FL PC 51737 TX PC 56306/F2ZO3 PROFESSIONAL ENGINEER' S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAO CONSTRUCTION DETAILS 1 /8' BEAD GE ULTRACLAZE SSG4000AC STRUCTURAL SEALANT OR FACER NON- STRUCTURAL DECORATIVE INNER WINDOW TRIM - DETAIL E USED ONLY ON IMPACT GLAZED SECTION - 11 GA REINFORCEMENT BRACKET ATTACHED WITH (4) 1/4-14x7/8' 1 SELF DRILLING \ ' CRIMPTITE SCREWS ( 2 THROUGH BOTH BRACKET AND U-BAR) liarQmel 1) 1/ 4-140/8' SELF DRIWNG CRIMPTITE SCREW AT CENTER LINE OF DOOR THRU J-STRUT & OPERATOR BRACKET. NOTE, J- STRUT & SCREW ONLY REWIRED ON LONG PANEL AND IMPACT GLAZED ATTACH BOTTOM BRACKET T TO BOTTOMU-BAR WITH 2) ( 1/4- 11x7/8' SELF DRIWNG / CRIMPTITE SCREWS IMPACT BOTTOM BRACKET 5) SECTION DOORS WITH (6) Y. 18 GA. 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN - 4) SECTION DOORS WITH (5) Y. 18 GA, 50 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN DETAIL F U-BAR ATTACHMENT NOTES 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-14x5/8' CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4- 14x7/8' SELF DRILLING CRIMPTITE SCREWS AT EACH END CAP (EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET), (2) 1/4-14x5/8' CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-14x5/8' CRIMPTITE SCREW APPROXIMATELY 8' FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0-, THERE SHALL BE A TOTAL OF ( 20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0', THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U- BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. NON-STRUCTURALDECORATIVEOUTERWINDOW TRIM 2 WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER 1 /4' POLYCARBONATE SUDES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH ENO USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING, ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE 1 ATTACHED TO THE DOOR WITH 1/4-14x5/8' CRIMPTITE SCREWS. Lll 3. 18 GA U-BARS SHALL BE STAMPED '46' APPROXIMATELY 8' FROM EACH END. Wayne® palton STATIC PRESSURE RATINGS APPROVED SIZES Isc DESIGN (PSF) + 25 90/-28 80 MAX WIDTH. 16'-0" TEST (PSF) + 38 85/-43 20 MAX HEIGHT, B'-9" DF IMPACT/CYCLIC RATED (YES/NO) YES MAX SEC71ON HEIGHT. 21" CI MODELS 5120/ 6100/9100 WINDLOAD SPECIFICATION OPTION CODE 0230 ISION OF OVERHEAD DOOR CORP 3395 PENSACOLA OISONFLORIDA DRIVE514REVISIONSP4 CHANGES TO GENERAL FORMAT AND CHANGED U-BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER CHANGED CENTER HINGE GAUGE AND ADDED LOUVER OPTION CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER GRT 3/ 8/O6 P5 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REQUIRED FOR NARROWER DOOR WIDTHS MRB 5/ 10/06 P6 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100. MODIFIED NOTE 8 TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT GRT 6/ 6/07 P7 MODIFIED JAMB BRACKET SCHEDULE FOR FAT OPTION ADDED LHR TRACK DETAIL SHEET 2 GRT 4/ 17/08 P8 ADDED IMPACT RESISTANT GLAZING. ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK CHANCED LOUVER NOTE INCREASED MAX HEIGHT TO 8•- 9" ADDED HIGH LIFT AND ROOF PITCH TRACK NOTE GRT 7/ 22/08 P9 UPDATED TITLE BLOCK GRT 8/ 26/10 P10 ADDED LONG PANEL GLAZING OPTION CRT 3/ 15/11 DATE I NAME 1 3/ 5/06 GRT ED 4/ 6/06 MRB SHEET 2 OF 2 DRAWING PART NO I REV 318960 1P10 SPLICE PLATE LOCATION r SEE SCHEDULE 14" MAX 12" MAX 12" MAX I 12„ t MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JOHN E SCATESI PE 3121 FAIRGATE DR CARROLLTON, TX 75007 FL PE 51737 TX PE 56300/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WNDLOAD CONSTRUCTION DETAILS E CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE TYPICAL CLIP OLTING DETAI TRACK 3) 1/4"-20 TRACK DR CARRIAGE BOLT WITH 1/4"-20 NUT 13 GA MIN _ CONTINUOUS WALL ANGLE TRACK 0 \\ 2) 1 /4" X 7/16 SEMI TUBULAR RIVITS O j 1) 1 /4"-20 TRACK11GAMINxORCARRIAGEBOLTSCHEDULECLIPSEE % WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 1 11 GA MINRSW028" 2 ' I I 1 `•. SEE SCHEDU EP l r-(1) 1/4"-20 TRACK 13 GA MIN , OR CARRIAGE BOLT CONTINUOUS WITH 1/4"-20 NUT WALL ANGLE 1-..I.]L-TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX DOOR MAX PSF WIDTH 16'-0" 46.0 PSF/-52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF REVISIONS 2 2 INCH RACK -CLIPS -TEXAS TALL ANGLE 12 FOOT POATED PJ 6/11/03 3 UPDATED FORMAT 4CREASED ALLOWABLE RESSURES TO 46 00/-52 00 PSF FOR LL DOOR WIDTHS HANGED TEXAS WALL NGLE' TO •CONTINUOUS M.LL ANGLE' ADDED UBSTRATE MOUNTING ETAIL. CHANGED TO ITEN HD ANCHORS RT 4/2/07 4 CHANGED FORMAT, DDED MODELS 9800 ND 8024 WITH OVERLAY 0 TRACK CLIP CHEDULE RT 8/21/07 5 UPDATED MODELS ISTED IN CHARTS UPDATED SPLICE k CLIP CHEDULES ALP 9/06/07 6 UPDATE MOUNTING DETAIL DRAWINGS RT 10/05/07 7 UPDATED CHARTS TO LIMINATE THE USE OF HE N8 CLIP (REPLACED ATH N9 ACROSS THE CARD) LP 10/24/07 8 UPDATED STEEL IOUNTING DETAIL IRB 04/11/08 9 EXPANDED 1-1/2" TO 3/8" DOOR THICKNESS HART UP TO 14' HIGH. RT 12/11/08 10 UPDATED TITLE LOCK RT 6/2/10 9'-0" 46.0 PSF -52.0 PSF Wayne® TEDANAME DRAWN 8/21/07 GIRT CHECKED B/21/07 MRB SHEET 1 OF 2 3395 ADDISON DRIVE PEN( 850) A474 9903251aFLORIDADRAWING PART N0. 307494 REV P10 TRACKSUPPLEMENTCHART 2 3/4" t1" EDGE DIST E60XX MIN. 1 /8 2-24 1 /8 V 2-24 MIN 3/16" THICK STEEL FOR MOUNTING 5/16" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLI SPF (G=0.42) OR _ - _.- BETTER AT EACH 1/4-2Ox9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL v d o d A d CONCRETE MOUNTING DETAIL JOHN E SCA TES, PE 3121 FAIRGATE DR CARROLLTON. TX 75007 FL PE 51737 TA PE %Ma/F2203 PROFESSIONAL ENGINEER'S SEAL PROMDED ONLY FOR VERIFICATION OF WNDLOAD CONSTRUCTION DETAILS WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDING 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CLIP AND SPLICE PLATE SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2" THICK DOOR CLIP S FROM BOTTOM TO TOP SPLICEPLPLATEHEIGH# 7'-0" 7, 9, 9, 9, 9, 11 16 8'-0" 7, 9, 9, 9, 9, 11, 11 16 9'-0" 7, 9, 9, 9, 9, 11, 11, 11 18 10' - O" 7, 9, 9, 9. 9. 11, 11, 11, 13 18 11 ' - 0" 7, 9, 9, 9, 9. 11, 11, 11, 13, 13 20 12' - 0" 7, 9. 9, 9, 9. 11, 11, 11, 13, 13, 13 20 13'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 14'- 0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 MODELS 5200 8000 8024 8100 8124 8500 2 THICK DOOR HEIGHT CLIP S FROM BOTTOM TO TOP SPLICEPLATE # 7'-0" 5, 6, 6, 7, 7, 9 12 8'-0" 5, 6, 6, 7, 7, 9, 9 12 9'-0' 5, 6, 6, 7, 7, 9, 9, 9 14 10'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11 16 13'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13 18 14'- 0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13, 13 1 18 MODELS 6100 8300 8700 1-3/8" TO 1-5 8 THICK DOOR HEIGHT CLIP S FROM BOTTOM TO TOP SLICE 7'-0* 4, 4, 4, 4, 5, 6 8 8'-0" 4, 4, 4, 4, 5, 6, 6 8 9'-0" 4, 4, 4, 4, 5, 6, 6, 7 8 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9 10 12'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 13'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9 12 14'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 MODELS 9100 9400 9600 9700 9800 1 THICK DOOR HEIGHPLATECLIPSFROMBOTTOMTOTOPSPLICE 7'-0" 4, 4, 4, 4, 4, 4 6 8'-0" 4, 4, 4, 4, 4, 4, 4 6 9'-0" 4, 4, 4, 4, 4, 4, 4, 4 6 10'-0" 1 4, 4, 4, 4, 4, 4, 4, 4, 4 6 Wagne® Dalton 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN ( 850)A474o989D 32514 REVISIONS P2 2 INCH TRACK -CUPS -TEXAS WALL ANGLE 12 FOOT UPDATED BPJ 6/11/03 P3 UPDATED FORMAT INCREASED ALLOWABLE PRESSURES TO 46 DO/-52 00 PSF FOR ALL DOOR WIDTHS CHANGED 'TEXAS WALL ANGLE" TO "CONTINUOUS WALL ANGLE" ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITEN HD ANCHORS GRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 8024 WITH OVERLAY TO TRACK CLIP SCHEDULE CRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS UPDATED SPLICE k CLIP SCHEDULES DLP 9/06/07 P6 UPDATE MOUNTING DETAIL DRAWINGS CRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE #5 CLIP (REPLACED WITH M9 ACROSS THE BOARD) DLP 10/24/07 P6 UPDATED STEEL MOUNTING DETAIL MRB 04/11/08 P9 EXPANDED 1-1/2" TO 1-3/8" DOOR THICKNESS CHART UP TO 14 HIGH, CRT 12/11/08 P10 ADDED MODEL B700 UPDATED TITLE BLOCK CRT 6/2/10 DATE NAME DRAWN 1 8/21/07 CRT CHECKED 8/21/07 MRB SHEET 2 OF 2 DRAWING PART NO REV 307494 Plb n THERMAITRU THERMA TRU DOORS 1 1 B D... EDG[I1roN, OH 43517 Classic -Craft" and "Benchmark by Therma-Tru" 67 SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 1. This product anchoring drawing has been developed in compliance with the 2010 I lorlda Building Code (FBC) excluding the 'High Velocity Hurricane Zone'. See the Certificatim Agency Certificate for saes, specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following installation instructions of ANSI/ AF&PA NDS 2005. Ag other fastener types to be installed following fastener manufacturer's installation instructions. 4. Fastener embedment depths, edge distances and center -center distances sholl be as specified by the fastener manufacturer but in no instance shag they be less than shown in this drawing. 5. Where shims are used, they must be a'tigid / stiff' material that compfles with the requirements of the 2010 FBC. 6. Positive and negative design pressure requirements for use with this drawing shag be determined by others for specific jobs in accordance with the governing code. 7. Site conditions not covered by this drawing ore subject to further engineering analysis. TABLEOFCONTENTS SHEETB DESCRIPTION 1 Typical elevations. design pressures & general notes 2 Buckanchoring 3 Frame anchoring 4 Frame anchoring & b17of materials 5 Horizontal & vertical cross sections 6 Vertical cross sections 105.50- MAX. OV6tALL FRAME WIDTH I I I I I , I, i t I I I I I I I I I I I I I I S Ij II rY' rY' IS 1 lip 1 2 3 4 5 6 6 6 6 6 6 6 DOUBLE W/ SIDELRES OXXO MAX DESIGN PRESSURE 47.0 -47.0 37—V MAX. ETOV WIDTH j O.H. II I "I I' S Om 5 e 5 O.H. I I I I SINGLE X MAX DESIGN PRESSURE 77.0 -77.0 74—V MAX. OVERALL WIDTH 1 2 3 s s 5 L L L DOUBLE xx MAX DESIGN PRESSURE 47.0 -47.0 68.50' MAX. 1 OVERALLWIDTH 1 SINGLE W/ SIDELITES OXO MAX DESIGN PRESSURE 47.0 -47.0 53.07MAX. OVERALL WIDTH i 2 3 s s SINGLE W/SIDELITE OX MAX DESIGN PRESSURE 47.0 -47.0 LOCK HARDWARE MFG t SERIES KWIKSET SIGNATURE SERIES LATCH KWIKSETSIGNATURE SERIES 790 DEADROLT DTID. Or. JK CM n. LFS 3 DrA111HD HD_ D FL-15225.1-68 SHM — 1 of 6 a MASONRY OPENING 2X BUCK MASONRY OPENING 2X BUCK 4" 4Y If N IIII 4 MULLION N j! I I SHOWN FOR N MULLION J I ITYP. I REFERENCE N HEAD REFERENCE II & JAMBS II SEE NOTE 1 N II it N II ASTRAGAL I I II N SHOWN FOR II II N REFERENCE II II N II II N II MASONRY OPENING 2X BUCK W h U rnZ o 4' 4" 4. 4" 4E. 4. z N. a cZ Z I I `MULLION I I MULLION I I i s g a4II REFERENCETYpII MASONRY OPENING 4 I I SHOWN FOR Np I I REFERENCE zoo HEADII H II JAMBS SEE NOTE 1 JAMBS I I SEE NOTE 1 I I g 9 o E Syma I I w 2x BUCK I I w$ S" $ c dII II w I I MULLION I I I rn D o II SHOWN FOR II o II I I REFERENCE I I II II II II II II II II Q I Z VSINGLEW/SIDELITESIN SINGLE W/SIDELITES Jm BUCK ANCHORING BUCK ANCHORING W Y co al al 48' I " r " NOTES: H1. 114" Elco Concrete screws anchoring 2(buck require a 4 N TYP. HEAD JAMBS III ASTRAGALSEENOTE1SHOWNFORIIREFERENCEN a minimum )'clearance to masonry edges, a 1-114" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the rncomers, at mullion locations, and at astragal locations may be adjusted to maintain the minimum edge distance to mortar 4 MASONRY OPENING TYP. HEAD JAMBS SEE NOTE 1 w G N wv) joints. If concrete screw locations noted as "MAX. ON CENTER' must be adjusted to maintain the minimum edge distance to mortarjoints, addtional concrete screwsmay berequired to ensure the maximum on center dimenslon is not exceeded. 2X BUCK i zoo oz N m 2. 2X tuck min. S.G. 20.55. 0N Dk 2121112N wALE N.T.S. q DOUBLE DOOR BUCK ANCHORING i. SINGLE DOOR BUCK ANCHORING owc. src: JK a °" LFS puwtr+o NO. FL-15225.1-68 sir 2 or 6 C" D' 'E" F3' 63-+f-I F•F 1 [—,3' 1 1 1WNON11SHOWNFUJFORREFERENCEJA2XBUCKINSTALLATION 1X BUCK INSTALLATION TYP. HEAD k JAMBS SEE NOTE 1 — SEE NOTE 1 16 III 16 111 — 16 t I fJ C' "D. "E" VIEW "C"—"C" SINGLE DOOR W/SIDELITES C" "D' A" IN PAIRS I Irk U O TYP. 3 TYP. I J. T_-T Wd W N h F O ao SEE n cWi DETAIL "4" o I SEE to a IOi + DETAILEEI orE 1 L VIEW "E'—"E VIEW D"—"D' SHOW W/ oPrMK-L cow"To FAMD M. M /.b OW All SwanE To Doan 4WD Corm[rMNS) NOTES: 1. 1/4" ITIN concrete screwsanchoring frame and/orsill require a minimum 2-1/7' clearance to masonryedges, a 1-1/4" minimum embedmentand a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers, andat mullion locations, may be adjustedto maintain the minimum edgedistance to mortar joints. Ifconcrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortorjoints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 3/16" ITW concrete screws anchoring frame and/orsr7l require a minimum 2-5/8" clearance to masonryedges, a 1-1/4"minimum embedment anda minimum 2-1/4"clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. 3. The sldelite is direct setinto thejamb with (12) 88 x2" pth. wood screws. There are (4) at each verticaliamb, from the top down at 13.5", 31' 48.5" 6 66". There are (2) at the header at 4" from the outside comers of the frame. There are (2) at the srA, 4" from the outside corners. 4• For optional sidelite construction with staples, sidekte is direct set into the jamb with (4) V/," X 13/4• 16 ga, staples along each jamb (6" from ends and equally spaced thereafter). 63" 16" 111 N it MULLION w SHOWN FOR _ 0 REFERENCE. 0/2X BUCK INSTALIATI 1W/1X BUCK INSTALLATI TYP. HEAD & JAMBS SEE NOTE 1 SEE NOTE 1 1 B 0 DETAIL "6" In Iri btt DETAIL 2" IF r N IyO VggB" A' 10 0 o \ b I - 6" t O L f 8 A W/2X BUCKINSTALLATION W/1X BUCK — 9 INSTALLATION as ffi °°ETYP. HEAD do 11 i 3 JAMBS SEE NOTE 1 — SEE NOTE 1 a o 16 SEE 5 — DETAIL '1 n o 2WU y LUll a SINGLE DOOR VIEW W/2X BUCKINSTALLATION 2 W/1X BUCK 11 INSTALLATION SEE NOTE 2 W/2X BUCK 2 INSTALLATION W/1X BUCK INSTALLATION 12 1 C SEE NOTE 1 1 DETAIL "1 " DETAIL "2" T C' VIEW "C"-"C" 6" 33 LllI• 3" 6• ` 3• I II I I IIT I 0 MaiN 0; 1 SEE NOTE 311 SHEET 3 SEE DETAIL "3" W 2X BUCK n A INSTALLATION <N o SEE DEi_AIL B yy/2X BUCK A II W/1X BUCK _ _ w 3' dINSTALLATION J I 9 INSTALLATION wa - 5i z - 4 W/1X BUCK TYP. HEAD ur 2 ASTRAGAL INSTALLATION it U ASTRAGAL MULLION & JAMBS N N SHOWN FOR 4YP• HEAD & -o SHOWN FOR SHOWN FOR - SEE NOTE-1 - REFERENCE n JAMBS _ REFERENCE n REFERENCE SHEET 3 = - 1 ONLY A SEE NOTE 1 ONLY II II SHEET 3 w10 G, IN ngN PAIRS 30 of A" TYP. 3- 3' 33 i -1 1 6" I 1 SEE NOTE 1 SEE _ _ hSEENOTE1 SEE NOTE 1- a o 16 n SHEET 3 - DETAIL '4` o SHEET 3 II SHEET 3 SEE N16 16 wa = = 0 1 16 N 16 DE.1. a\ IL 5 5 - 10 n ++, p n.+ o z II EE NOTE 1 II 5 II 5 >oo N 12 SHEET 3 J E• DOUBLE DOOR WISIDELITES Lj m ww NEW " E"-"E" DOUBLE DOOR VIEW i1"-W SHOWN W/ OPR@AL CORRIxATM FASTENERS. REM #30 0-M ALL 9Dwm TO DOOR AM cmhm BONS) W/ 2X BUCK 2 INSTALLATIONIteml DESCRIPTION Material A 1#10 x 2-1 2 PFH WOOD SCREW STEEL g 10 X 1-3 4 PFH WOOD SCREW STEEL C 10 X 1 PFH WOOD SCREW STEEL 1 10 x 3 4 LG. PFH WOOD SCREW Hine to Frame STEEL 2 10 x 2' LG, PFH WOOD SCREW STEEL 3 8 x 2-1 2 LG. PFH WOOD SCREW STEEL 4 1 4 x 2-3 4 PFH ELCO CONCRETE SCREW STEEL 5 1 4 x 1-3 4 ITW PFH CONCRETE SCREW STEEL 9 1 4 x 3-3 4 ITW PFH CONCRETE SCREW STEEL 11 3 16" x 3-1 4"ITW PFH CONCRETE SCREW STEEL 12 1 4" x 3-1 4 ITW PFH CONCRETE SCREW STEEL 13 MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4 X 2-1 4" PFH ITW CONCRETE SCREW STEEL 20 HEADER JAMB 4.656" X 1.25" THERMA-TRU SUGAR PINE SG >= 034 WOOD 21 3 4 THK. PRESSURE TREATED SIDELITE PAD WOOD 30 f 2 X 1 X 25 GA. CORRUGATED FASTENER STEEL W/ 1X BUCK INSTALLATION 12 1 C SEE NOTE 1 W/2X BUCK SHEET 3 INSTALLATION 3 1 W/ 1X BUCK 11 D DETAIL " 1' INSTALLATION SEE NOTE 2 SHEET 3 DETAIL " 3' B ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. 1 C 1 DETAIL " 4" mm BY: JK m ar w: LFS a awvw HD.: ° FL- 15225.1-68 sHEEr 4 of 6 Q 2-1/2"MIN.FROM 2-1/T'MIN.FROM 13 MASONRY EDGE MASONRY EDGE TYP.) PP.) ix BUCK 9 INTERIOR EXTERIOR 1 HEAD JAMB 5 To Ix sub -buck Inswing shown 1 ?S' —I-- INTERIOR 2 HEAD JAMB 5 To wood frame Inswing shown BUCK INTERIOR INTERIOR 1"MIN. FROM 1"MIN. FROM MASONRY EDGE MASONRY EDGE TYP ) (TYP.) i a Z. 2X BUCK w 122 2 hw Ate^ INTERIOR EXTERIOR 3 HEAD JAMB 5 To 2x sub -buck Inswing shown I N i p i •• . .. I EXTERIOR EXTERIORm ? 0.15' MIN. j A - m O .. F MAX. C-SINK 3 SH M SPACELlO„ SHIM SPACE11.1SMIN. r E 125' MIN. 1MB..1s MIN. EMB. o EMB. TYP. Oz DATE: 2121112 4 VERTICAL SIDE JAMB 5 VERTICAL SIDE JAMB SrAM- N.T.S. M. w: JKk,,V To 2c sub -buck j To wood frame kuwkig shown Inswing shown axc BY.. LFS DPW= NO.: FL-15225.1-68 m*xT 5 or 6 1 INTERIOR EXTERIOR za Y w 2-1/7' MIN FROM 2-1IT MIN. FROM MASONRY EDGE MASONRY EDGE TYP ) (TYP-) 1 VERTICAL CROSS SECTION 6 Inuwing configuration INTERIOR z f m 13 2-1/7' MIN. FROM I 2-1 IT MIN. FROM MASONRY EDGE Ilt MASONRY EDGE TYP.) (TYP.) VERTICAL CROSS SECTION b Inswing configuration EXTERIOR EXTERIOR vz,&jm INTERIOR 2-1/2"MIN. FROM 2-1 IT MIN. FROM MASONRY EDGE MASONRY EDGE TYP.) (TYP.) 2 VERTICAL CROSS SECTION 6 Outswing configurotion EXTERIOR INTERIOR W 5 13 2-1 /2" MIN. FROM - II - 2-1 /7' MIN. FROM MASONRY EDGE T MASONRY EDGE TYP.) I (TYP.) VERTICAL CROSS SECTION 6 Outswing conWation J N^^- a o AJZINTERIOREXTERIORau 00 IL 20 uRc L Es 21 12 or cS 2-1 /7' MIN. FROM 2-1 /2" MIN. FROM f MASONRY EDGE MASONRY EDGE TYP.I (TYP-) vi 0 6 VERTICAL CROSS SECTION N N o EXTERIOR 1-29„ INTERIOR f m 2-1/7' MIN1FROM2-1/7'MIN. FROM MASONRMASONRY EDGE - TYP.) (TYP.) 6 VERTICAL CROSS SECTION 6 Oulswing configuration MG. ft JK ow BY. LFS 3 DRWW NO.: ° 0FL-15225.1-68 Sir _L are la Florida Building Code Online Page 1 of 3 1 I • 1 Y rrI DriCb Depjt'llelltq BCIS Home Log In I User Registration I Mot Toplcs I Submlt Surcharge Slats & Facts Publications FBC Starr BCIS Site Map I Links Search BUs nes f), Product ApprovalProessirialUSER: Pubic User Regulation Product Approval Meru > Product or Aoolkallon Search > Amllcatlon List > Application Detail FL # FL15000-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archlved Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 11 Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies 1 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan ]. King, P.E. lei Validation Checklist - Hardcopy Received Certificate of independence FL15000 R2 COl Certificate of Independence.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/I. S.2/A440 2005 ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15000 R2 Eauiv FL - 15000 Eauiv ofof Standards odf https://www.floridabuilding.orglprlpr_app_dtl. aspx?pararn=wGEVXQwd)quS73 Fr2ZyiPo... 8/31 /2015 r Florida Building Code Online Page 2of3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/29/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/19/2015 Summary of Products FL # Model, Number or Name Description 15000.1 a. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 II INST 15000.1.odf 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 15000.1 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.1.0df additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "I" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.2 b. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.2.odf 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 15000.2 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.2.odf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.3 c. "Fiber Classic" or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sldelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 II INST 15000,10 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 15000.3 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.3.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.4 d. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.4.odf 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 15000.4 for Design Pressure Ratings, any FU5000 R2 AE EVAL 15000.4.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "I" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.5 I e. "Fiber -Classic" or "Smooth -Star" 18'0 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPo... 8/31/2015 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS000 R2 II INST 15000.5.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 15000.5 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.5,DdF additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors, which have been stained or painted within 6 months of Installation.) 15000.6 F. "Flber-Classic" or "Smooth -Star" I Door Inswing - Imps t" Center Hinged Configurations) Fiberglass Double Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL1S000 R2 II INST 1500D.6.Ddf 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 15000.6 for Design Pressure Ratings, any FU5000 R2 AE EVAL 15000.6 DdF additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "Y' part number doors, which have been stained or painted within 6 months of Installation.) Back Next Contact Us :: 1940 North Monroa Street. Tallahassee FL 32399 Phone: a50.4a7-1E24 The State of Florida Is an AAJEEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement .: Refund Statement Under Florida law, email addresses are public records. Ifyou do not want your a -man address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone orby traditional mall. Ifyou have any questions, please contact 850,487,1395. *Pursuant to Section 455.275(1), Florida Statutes, effectNe October 1, 2012, licensees ncensed under Chapter 455, F.S. must provide the Department with an small 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 Chapter455, F.S., please click hop_ Product Approval Adepts: CrediF&70E https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPo... 8/31 /2015 THERMAITRU THERMA TRU DOORS 118 INDU5771AL DR., EDOERTON, aH 43317 FIBER CLASSIC" / "SMOOTH STAR" 8r0 OUTSWING w/& WOUT SIDELITES FIBERGLASS DOOR NON -IMPACT' GENERAL NOTES 1. Thisproduct has been evaluated andis In compliance with the 5th Edition (20141 Florida Budding Code FBC) structural requirements bxiudng the "High Velocity Hurricane Zone (HVHZ). 2. Product anchors shall be asWed 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 ihe'HVHT requiring wild bome debris protection this product Is required to be protected with an impact resistant covering that compiles with Section 1609.12 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer orregistered architect. 7. Ouhwing configurations using coastal A hem #39 under active doors, and ad AS used under inactive doors, meet water infiltration requirements for IWHZ . S. Ouhv*g configurations using sr9 item S19 under the door do not meet the water infiltration requirements for the IfVKr and shad be Installed only In non -habitable areas or at habitable locations protected by on overhang orcanopysuch that the angle between the edge of canopy or overhang to sill a less than 45 degrees TAELE OF C.ONOM SHEET# DISCUTION 1 Typieol elevdlons, deign pressures L genesd notes 2 Door deto s (Smoothstarl 3 Panel detals (Fber dassic 4 Sideft pmW detdls S glaang detais 5 Verticdaosssections 6 Hodmnidcross seeflons 7 ttanYrntd cross sections B xkAndlraiV 9 From onchcring 10 rsarrro a chcdng 11 Ashogd detal 12 Hof materials a Components 37- V MAX OVERALL WIDTH film ACTNE 5 0 105- V MAX OVERALL F7--- I 35 SEE DETAIL W/ E SHEEr6rJDOUBLE W/SIDELl2 OLrr!3Wt4G UNIT OX7k0 74. 50' MAX OVERALL r- KAnREwlolltW SEE z CS; rI1 U •• Z gs, M gm" gg 1nas4z 68- W MAX OVERALL WIDTHt•: t=:,.i,::-`z'-->bE5(GN PRESzSfrjiE:4fING_-_;- rr- r.:t- -;-{- UN , iYPr,= all.. .:x- - _ f>'FIt Uf F_ WInt3Uf ACf O:t7$• v - SINGLE 67.0 67.0 DOUBLE 47.0 47.0 60.0 60.0 SINGLE t DOUBLE 47.0 47.0 60.0 60.0 WrINSIDELITESg fry z z F- w 92 of 2: J sole N.T.S. tmc ev: JK a«. rr IFS FL- 15000..3 SHEET _ L OFIZ 55 IA 56 EXTERIOR 54 z do2 00 C4 361V MAX 6 2 DOOR PANEL WIDTH 0 a: CL Z Sw HORIZONTAL CROSS SECTION DOOR PANEL 4Mr 03W 1,545rd ac QVS70 55 LATCH STILE TOP RAIL SM OOTH UAl) (SMOOTH STAR) n?A V) DOOR PANE Smooth Star Mir 1-545, T-- 57 psi RT z I. 0Am 02124112 vERTicAL CROSS SECTIONHINGES71LE WALL N.T.S. SMOOTH BOTIOM RAIL r2 STAR) (SMOOTH STAR) \,2 DOOR PANEL cwrl W. JK cc CHL 0T. LFS i CRONG NO-- a FL-15000.3 ti wm 2 orJ_2 z K 3 QgERIOR K 0.0 az 5Ea Vim. a. INTERIOR 5 6t 36.0(rMAX. VDoo, I HORIZONTAL CROSS SEC -BON PANEL WIDTH k,3,) DOOR PANEL ck: 4= Elm EXTERIOR INTERIOR LL cd 0 LATCH STILE FIBER CLASSIC) (FIBER CLASSIC) V) O ci z Ejx 1.4S'jDOORPANEL D z Fiber Classic wu 5 I Hozi 8 mm- 02/24/12 HINGE STILE BOTTOM RAIL kLF, N.T.S. 1-7 (FIBER CLASSIC) -(FIBER CLASSIC) 3 VERTICAL CROSS SECTION OWL ft. JK M. DOOR PANEL CHY BY: LFS WAWDJG NO-- It FL-15000.3 I- -3 ctF-L2- I() 40 JT -- I/2"GLASS cLAss IN. THK 40 BITE EXTERIOR 40 G1 TEMPERED EXTER OR 25" STEEL IR INTERCEPTNTERIOSPACER 40 41 SEE NOTE 1 5' INSULATED GLASS W/ SMC LITE FRAME GLAZING DETAIL 13.9375" MAX. PANELWIDTH 7.125 MAX. AIR SPACE 1/8., TEMPERED GLASS D.I-O. WIDTH P ELI. l'J 1/2' GLASS 1 /2" MX BITE GLASS THK. 4078Ff- G1 TEMPERED GLASS 25' STEEL INTERIOR INTERCEPT SPACER aD 2s SEE NOTE 1 5" INSULATED GLASS W/ PVC LITE FRAME GLAZING DETAIL SEE NOTE 1 j HORIZONTAL CROSS SECTION 4 SIDELTfE PANEL W z 1 2152' 2589" p v 4 1.6LY -- f+ 1.676' N O a ; 1 PLASTIC UP L 7 FRAME / PLASTIC UP LITE FRAME i/ EXTRUDID PVC 34 EXTRUDED SMC S i D77' 1 pg" 2 SIOEUVERUSID71fAL CROSSSECTION JL;— 4 T' E PANEL NOTE, Spa 1. Spa cingforitem #29 & J41 (fite frame screws) I I IIisasfollows: From the bottom up on sides; 6.5 with (7) more spaced at 9.875' o.c. there are (2) screws both top and bottom at 2.125' in from each SIDELITE TOP do BOTTOM RAIL SIDEUTE BLANK SIDE STILE corner. U FNGER JOINTED . 43 PONDEROSA PINE, SG-0.43 FINGER JOINTED PONDEROSA PINE, SG= co AIR SPACE 1 / 8 '. TEMPERED GLASS SIDELITESIDELITE PANEL L Smooth StarAll N.T. S. y er. JK c er. • LFS OWc Wm FL- 15000.3 tr or 12 48 59 VERTICAL CROSS SECTION outswing configuration see notes. shaetl for woter infiltrotion requirements ZZA NOTE, I. The sidelite is direct set into the jamb with (12) item #43 a 18 x 2" pfh. wood screw. There are (4) at each vertical jamb, from the top down at 13.5. 31'. 48.5' Jc iNTERIOR 66" * There are (2) at the header at 4" from the outside comers of the frame. there are (2) at the sit[, 4" from the outside comers. 2. Optional surface bolt; see design pressure chart sheet 1. z;q2 1A !2 S 20 0 A lWYZA-T 2 VERTICAL CROSS SECT70N A, 60 010.- 1 Aly 7 A fill PF, JI 011- I I IME 01] VERTICAL4 -nrAL CROSS SECT70N 5 Outs configuration see generQl es. 3heetl for water infiltration requirements L- N.T.S. lry., JK C ft LFS 1WM N FL— 15000.3 17 _jL OF J_Z , 4 kil 22 45\ Q, INTER OR24 35 a 8 7 27 43 36 y P INACTIVE ACTIVE INTERIOR 7 8 ;• ;'r, i'' rr! .*.... m 00 ccc 33 ma`aE! 13 34 z 43 SEE NOTE i 3a EXTERIOR 9 10 37R 18 EXTERfOR 0 1 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION m m H 49 16 17 o oox 35 45 a a 46 A 44 36 a INTERIOR INTERIOR q lid.- - .r. i.?, •r, 4 G1 N ACTIVEleyr EXTERIOR 33 a 43 SEE NOTE 1 34 DETAIL -!_A" KIuA15MN. OPTIONAL SURFACE BOLTS IN ACTIVE PANEL C_SPIK piP SEE DESIGN PRESSURE CHART) o o 0 € a 48 NOTE, SCAM DAM 02 24 T2 i N.T.S.EMB9 1.1/4"MIN 1. The sidelite is direct set into the jamb with (12) item 143 a p8 x 2' pfh. wood screw. M BY: JK n 3 HORIZONTAL CROSS SECTION There are (4) at each vertical jamb, from the top down at 13.5", 37", 48.5" 66". There OWL er. LFS 3 are ( 2) at the header at 4" from the outside corners of the frame. there are (2) of the DRKOM NO-' e FL- 150M3 0 6 sill, 4" from the outside comers. sx[ tr 6 orb rJ 2 4948 13 77 CSINK Ot a INTERIOR Y vo o afro 7 fir/111 1111 O nm a= 3 pp %Z< O 99 1:' aWeYlII G mFmaa4li 1. The sidelite is direct set into the jamb with (72) item /43 a /8 x 2' pfh. wood screw. There are p ' 73 4) at each vertical jamb, from the top down at y zo13.5, 31' 48.5" do 66". There are (2) of the162118headerat4" from the outside comers of the1-1/4'AAIN EMB [M.) frame. There are (2) at the sill, 4" from the ga N EX7ER10R outside corners. I o U 1 HORIZONTAL CROSS SECTION M z 7 D 18 1-1/4' MIN. g EMB. (TYP) a04 49 m 1SMPd 17 13 45 6 C-SINK a 44 43 8 INTERIOR 7 g m 0in O 7 O INTERIOR 70 D a ` ACTIVE G1 33 1A 36 i'•'1, o3 34 43 m SEE NOTE 1 35 x a° z EXTERIOR e, 21 oArc 02121112 z 9 16 43 N.T.S. - rnc sr. JK 'm1012 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION EXTERIOR Oe1 LFS aoes+l+c No.: 7 7 18 FL-15000.3 a slim L or 12 " p f 4• 4• 8.I I 4- I' `MULLION I I I II SHOWN FOR I II MASONRY 44 II REFERENCE I JI OPENING TYP. HEAD I MULLION)' do JAMBS I SHOWN FOR I I B REFERENCE II II - II II II II II 2X BUCK II I ll II ASTRAGAL II II I SHOWN FOR II II I REFERENCE II II I II w ° II 1 II II fl II II I II II I I1 I II DOUBLE W/SIDELITES BUCK ANCHORING 4 s i MASONRY OPENING CONCRETE ANCHOR NOTES: I_ Concrete anchorlocations at the comers maybeadjusted to monta n the min. 2X BUCK edge distance to mortar joint. 2 Concrete anchor locations noted as "MAX. ON CENTER must be adjusted to maintain the mlrt. edge distance to mortar joints, addiflonal concrete anchors may be required to ensure the MAX. ON CENTER` drnension are notexceeded. 3. Concrete anchor table: ANCHOR: ANCHOR Mt G ' MIN.:CiFARANCE HtIN:CLEARANCE 7YAE SjZF '. EMBEtlMENt TO-7NASONRy 7OAwAcENT EDGE ANCHOR... Rw TA CON a• 1.1/1` r a" ULTRACON 1 rl4' 1 I MASONRY 49 OPENING TYP. HEAD JAMBS I I 2X BUCK I 6 I `ASTRAGAL I SHOWN FOR k II REFERENCE 11 h I °o 0 0 I MULLION FOR1:%-SHOWN II REFERENCE II II IITYP. HEAD IIkJAMBS II II II II II II II II II II II II fIII I I MULLION — II SHOWN FOR II II REFERENCE II II II II II MASONRY OPENINC 2X BUCK 14K3 2.E.IMEAZ-B419 U 0 P00 r'{IT11111 m Z m s v u $ z° eo g de m d a v s 5 0Z 64 v° co° 3a a d w i r TFFT o o z m 02124 12 z VALE: N.T.S. 9 Jx m ak ar. LFS 3 Dluwe+o NO, n FL-15000.3 a mrL7 8 a: 12 SEE DETAIL "3' W... ... . ", 1C, F3 0 TT_T o I I7 1 1 1 1 0 SEE plt/4111111111DETAIL '2' 13 W12X BUCK13W12XBUCKINSTALLATIONINSTALLATION o Z 51 WIIX BUCK WIIX BUCK MASONRY' ININSTALLATIONMASONRI51INSTALLATION OPENING TYP. HEAD -9 kj OPENING 1 03 5 6 IL TYP. HEAD JAMBS JAMBS Q zC5E' o FRAME —\ Typ. FRAME 43 TYR SEE 2X BUCK ko 2X BUCK DETAIL 14 TYP. R4 Typ. SILL SEE SILL SEE DETAIL "+" DETAIL '7'\ 52L TYP. TYP. NOTE I SILLSEE VIEW VIEW "C,--"C c. LW VIEW 'A" —"A DQURfF DOOR W/cIDEr n S SINGLE ;IDELITES 58 59 13 Ci z0 0 37 13 CONCRETE ANCHOR NOTES: DETAIL "I 1. Concrete anchorlocations at the comers may be adjusted to maintain the m1n. SURFACE DOLT STRIKE edge dafance to mortarjoints. AT THE SILL W/2X BUCK 2 Concrete anchorlocations noted as "MAX. ONCENTER'mustbeadjusted to 10 DETAIL 13 13 INSTALLATION maintain the min. edge ortstance to mortarjoints, additional concrete anchors i- . 60 W/1X BUCKmayberequiredtoensurethe "MAX. ON CeIW dknerubn are not exceeded. 10 4INSTALLATJON 3. Concrete anchor table: DETAIL '5 n3n - WRANCE";-MIN CLEARANCE M"bk 11 we 02/24/12 rrw VIC 1-114, 7 4. 3 W/2X BUCK WAY -- WAY-- N.T.S. TAPCON* INSTALLATION12"ININSTALLATION Or. JK TlkrcoN* 3/16- 1-1/1V 1-1/7 I 31 W/1X BUCKDETAIL '4 DETAIL MLC@. LFS CMM, IMMOMD-' WOOD SCREW INSTALLATION NOTES: ASTRAGAL & SURFACE BOLT FL— 15000.3 1. Maintain minimum 51W edge distance, I"end distance, & 7"o.c. spacing of STRIKE PLATE AT HEAD wood screws to prevent the spritting of wood. mw 9 or 12 A" 4" 7S r. ` ... '• I. I I t I I SEE 13 W/2X BUCK DETAIL "2" INSTALLATION _ MASONRY 51 WIIX BUCK OPENING INSTALLATION TYP. HEAD JAMBS — k o FRAME Tr 2X BUCK SEE 14 TYP. SILL DETAIL "1' SEE DETAIL "3" r> I li VIEW "B"-"B" e" A• DOUBLE DOOR CONCRETEANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted cis MAX. ON CENTER'must be adjusted to maintain the min. edge distance to mortorjoints, additional corurete anchors MmayberequiredtoensuretheAX_ ON CENTER' dimension are not exceeded. 3. Concrete anchor table: riettoR- h1CflOif NfIN :-;;?; M1141,MARANCE. MIN: CiCA ANCE BYRE. To M kaorrar eta. ITVI c TAPCON 2 4' fTW TAPCONo 3/16' 1-1/4' 3" IIWU.]I rtCA IIV I/LLI IIVI'. IYVIW: 1. Maintain a minimum 5/L1" edge dstance. 1"end distance, b T"o.c. spacing of wood screws to prevent the spUtttting of wood. MASONRY T( BOPENING FRAME — ti 2X BUCK SEE DETAIL "4" W/2X BUCK INSTALLATION W/1X BUCK531INSTALLATION TYP. HEAD — JAMBS Yi dO TYP SILL SEE DETAIL "5, Ir` * P.. UNmZ l 5$ g pimZ M o am VV^ 0, JI 5 c 8 3a WEW "C"_"C" NEW'A"—"A " — — C. A. CO SINGLE DOOR 58 59 M O 13 N Z W/1X BUCK 9 053INSTALLATION30xN in W/2X BUCK 12 13 DETAIL "1' INSTALLATION SURFACE BOLT STRIKE w 10 10 AT THE SILL 13 W/2X BUCK DETAIL "3" INSTALLATION 60 W/1X BUCK 10 INSTALLATION DETAIL 75' 30 0 SEE NOTE 1 W/1X BUCK 53 O° Z INSTALLATION 50 DATE 02124112 13 W/2X BUCK SCAM N.T.S. W/2X BUCK 12 INSTALLATION p a JKINSTALLATION 31 W/1X BUCK Cw_ er LFS DETAIL "4" DETAIL "2" INSTALLATION ORAWM ao_ ASTRAGAL do SURFACE BOLT FL—i5000.3 STRIKE PLATE AT HEAD gi= 10 orb OR film Z O q Z N •; 2 Eg 9 V\ C LL E 5Z 27 4 27 TYP. 27 TYP. TYP. C y o aU Jm I.S 4.5' Q: H 3 25' 32Y c 0 1.910' mOJS ' OJS U04 OA63" ON zzWO SEE NOTE 1 0 4 w a d O z ah Q hQJI 0 NOTE TRAG+4L DE7AILDETAIL DATE 02/24/12 zz_ xue N T.S. S ow_ or. JK m 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP cm or LFS 3 AND THE BOTTOM. CRAUM Na- FL— 15000-3 0 sEn 1 1 of 12 0 1FIBER CLASSIC (FC) PANEL ".110" AM THK FIBERGLASS BY THEW-TRU vRh yI,4d x4erqth F — -6000 Py FEERCIASS 1A TN STAR (SS) PANEL SKIN .070' WHL TFOL FIBERGLASS BY THEIW-TRU rilh yiek &aigth F min. 000 0 FIRMCASS FC TOP RAIL WO00 COUPOSTTE 3 FC LATCH STILE WOOL) COYPOSTIE 4 FC HONCE SIRE PONIILROSA PV& X-0.43 W1700 5 FC BOTTOM RAIL WOLO COMPOSITE 6 POLYURMIANE FOAM 1.9lbx. t1MIY FO.W 7 SHORT REACH COMPRESSION WEATHERSTRIP 8 LONG REACH COJORESSM WATHEIMRIP - FOAN 9 4' r 4' 7' TNK STEEL 10 10 x 3 4' LG, PFH WOOL) SCREW STEEL 11 1X WOOD BUCK SC >- 0.55 W000 12 110 x ' LG. PFH WOOD SCREW STEEL I3 18 x 2-1 2' PFH WOOL) SCREW STEELEEL 1 4' x T-J 4' ITW PFH CONCRETE SCREW sial 16 TX PUCK SG >- 0.55 WOOD 17 MAX 1 4' SIW MATERIAL WOOD 1 1QYKSEF PASSAGE LOCK - SIONATUK SERIES 19 BUMP FACE THRE410L0 K 20 HEADER k SILL SC-0.43 WOOD 21 STRIKE AWO EP94ODM PINE SG=O 43 22 HINGE1 JAMB PONDEROSA Plw SG--0.43 23 KMKSET DFADBOLT - SIGNATURE BO 4 HURRICANE ASTRAGAL ALISO" ASTRACAL FLUSH BOLT STEEL 248 ASTRAGAL FLUSH BOLT REDMR ALUMPNAI 27 10 x i-1 LC. PANHEAO SHEET METAL SCREW Sim 29 6-18 PH!WP5 FIATFIEAO SCREW FOR STEEL 30 SURFACE BOLT STRIKE PLATE sm 31 3 16' x 3-IA' ITW PFH CONCRETE SCREW STEEL 32 118 THK CELLULAR RAZING TAPE STAK-8 PLASTIC LP LfTE FRAAf P4L; PSO 34 1PLASTIC Lip LITE suc 35 1MAW JWB PONLIEROSA PY$ SG-O43 WOOD 36 SIDEUTE SIDE STEE PIN& SG-a4J WOOD 7 110 r 1-3/4' LC PFH XODO SCREW STEEL 39 AIGH WATER aW THRESHOLD AL 40 SILICONE CA" W# 795 41 8-10 x 1-1 ' PLISCREW FOR REM JN) Sim 4 SIDELRE TOP k BOTTOM RAIL PONDEROSA PINE SC=0.4J WOOD 43 IS x Y LG. PFH WDOO SCREW STEEL 44 3 8' x J " QUARTER NOUNO FINGER ,OMRED PINE WOOL) 45 1' L x 040" ASfFF1 46 NES SURFACE 80Li 454 8.0' L r 25' TW. STEEL 47 1 4-20 BOLT W 1 4-20 FDOLE END x 1-3 4' L. STEEL 48 MASDIM - 3,000 PSI AX CONCRETE CWOPJ NG TO AC301ORH(HLOW BLOCK CONFORWNG TO ASTM C90 CONCRETE 49 14" r 2-3/4' PFH FICO 0R tIW CONC1tETE SCREW STEEL 50 ASIRA.4 VkI E PLATE STEEL 51 14 r J-3 1'ITW PFH CONCRETE SCREW STEEL 52 14 x 2-J 4' RW PFH CONCRETE SCREW STEEL 53 1 4 r J-I 4 ITW PFH CONCRETE SCREW STEEL 54 SS TOP RUB. WOOD COMP(SRE 55 SS LATCH STILE WOOD COLLPOSRE 56 SS HWGE STILE fPONVEROSA PIN SG=043 WOW 57 SS BOTTOM RAI WOOD COWPOSIIE 58 J162_3 4 IWTCONCRETE SCREW STEEL 59 PPFHH Jt6CONCRETE SCREW STEEL 60 3 16 r 3-1 4 ffW F4Tf CONCRETE SCREW STEEL 62 1 SPACER W000 a 4' '{ 1D63' I 20 21 WOOD FRAME 22 3 FINGER JOINTED PONDEROSA PINE, SG=0.43 HIGH DAM THRESH 39 ALUMINUM/WOOD THR 050" WALL TYP. 88BUMP FACE ALUMINUM/WOOD THRESHOLD 050" WALL TYP. NOTE: USE OF THIS COMPONENT DOES NOT MEET THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONES'. a Z i k•' vi o e o i BLS 9m a m da v` d 2. 87S Il W 30 SURFACE BOLT STRIKE PLATE_(.125" STEEL) >$ mUA c Ea 0 a o a a a j b -7W h o g s I o 46 SURFACE BOLT ONES. .25' STEEL) w 0 O zDav 02/24 12 scALL N.T.S. DWG. BY: JK ax er: LFS Dnwuw No: FL- 15000.3 9+ tYr Z or ji R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Vdrico, FL 33595 Phone 813,659.9197 Florida Board of Proiessionnl Engineers Certificate of Authorization No. 9913 Product Category Sub Category Manufacturer Product Name Themta-Tru Corporation Fiber Classic" 1 "Smooth Star" Exterior Swinging Exterior Door 118 Industrial Drive 8'0 Outswing wl and wlout Sldelites Doors Assemblies Edgerton, OH 43517 Fiberglass Door 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. 61G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have norwill acquire financial interest in the company manufacturing or distributing the product or In any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is In compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product Is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. S. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15000.3 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors, end all sills used under Inactive doors meet water Infiltration requirements for "HVHZ". 8, OutsvAng configurations using sill #19 under the door do not meet the water infiltration requirements for the "HVHZ" and shall be Installed only In non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. 9. See drawing FLA 5000.3 for size and design pressure limitations. Supporting Vocuments: 1. Testftoort No. TEL 01460337-A,B,C TEL 01460336-A, B,C STTS00001 15427-107362 ATI 67508.01-106-16 ETC 01.741-10701.0 ETC 01-741.10703.0 ETC 01-741-10593.0 TEL 06-1031-3 TEL 06-1031-4 Test Standard ASTM D695-03,ASTM D1929-96 ASTM Q2843-99 ASTM Q635-03, ASTM D1929-96 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 TeatlegLaboratory Slaned 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 ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W, Haney, P.E. Wendell W, Haney, P.E. Mark D. Pasero, P.E. Wendell W, Haney, P.E. Wendell W. Haney, P.E. Drawing No. Prepared by Signed & Sealed by No. FL 16000.3 RW Building Consultants, Inc. (CA #9813) et RA r=F } l p? , Lyndon F. Schmidt, P.E. Calculations Prepared by e' ' ' 1' ti -. , yti ", Sinned &Sealed by AnchoringRW Building Consultants, Inc. CA #9813 g ( )l,yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. Quality Assurance > ` = Certificate of Participation issued by National Accreditation and Management' ?r Institute, certifying that Therma-Tru Corporation is manufacturing products 13 : y within a quality assurance program that complies with ISO/IEC 17020 and E OF Guide 53. t ?° Al 1. 5^:+•';;.`ti°,;,' Lyndon F. Schmidt, P.E. FL PE No.43409 202015 Sheet 1 of 1 THERMAITRU 0 THERMA TRU DOORS 11 B INDUSTRIAL DR.. EDOLRTON, aH 49S17 FIBER CLASSIC" / "SMOOTH STAR" 8'0 INSWING w/ & WOUT SIDELITES FIBERGLASS DOOR NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and isIn compliance with the Sth Edition (2014) Florida Bu frQ Code (FBC) structural requirements irxludng the %gh Velocity Hurricane Zone' (HVHZ). 2. Product anchorssiwl be as fated and spaced asshownon details_ Anchorembedment to base material shall be beyond wall dress ng or stucco. 3. When used in the -HVHr this product is required to be protected with an impact resistant covering that compOes with Section 1626 of the FBC. 4. Whenused in areas outside ofthe'HVKr requiring wind borne debris protection this product 1s required to be protected with on hIpact resistant covering that complies with Section 1609.12 of the FBC. 5. Far2x stud framing corsiruchon anchoring of these units shal be the somas that shown for 21e buckmasonryconstruction. 6. Ste conditions that deviate from 1he details of this drawing require hither engineerirQ andysls by a licensed engineer or registered architect. 7. This product does not meet the water Infiltration requirements for the "HVKr. Inswing urds shall be installed arty is non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy orovertwng to sil Isless than 45 degrees. TABLE OF CONTENDS SHEErf DESCALIMM I Typical elevations, design pressures Lgeneral notes 2 Door panel details (Smooth star 3 Doorpanel details (Fiber classic) 4 Sidelte panel details S glamhp detoils 5 Vertical cos sectlors 6 Horizontal cross sections 7 Horizontal cross sections 8 Buck Anchoring 9 Frame onchorig 1D From anchoring 11 Astragal decals 12 BIN of materials & Components V.VMX. OVERALL FRAMEWRNH D D yt:IIr Lfs"i TfeMx, `lr Iffi-V "OVERAU FRAME SEE DETAIL -A-/ SHEET fi DOUBLE W/SIDELM INSWING UNIT oxxo 7IM MAX. OVERALL FRAME WIDTH b b SEE DETAIL -A-/ 1 SHEET 6 5 DOUBLE INSWING UNIT xx SEE DETAIL 'A-/ 1 2 SHEET 6 5 5 SINGLE SIDELITES INSWING UNfT OXO E.a'(N E,6.t f.1LTR 7I0N7S:lT/FFD1Jsr SINGLE 67.0 -67.0 DOUBLE 47.0 47.0 60.0 60.0 SINGLE & Dour+ WITH SIDELITES 47.0 47.0 60.0 60.0 eveCQ Hg d saua: N.T.S, Oro- ur• JK aaL rn LFS DR410C NO -- FL— 15000.4 SHFE'r _L DFiZ T-o n 55 56 EXTERIOR z h 0 Ea 3&0(r MA)L INTERIOR AwaDOOR PANEL WIDTH A 5(IqL HORIZONTAL CROSS SECTION DOOR PANEL uj 4L37' e z Ii .54Y EXTERIOR A, INTERIOR CL m< C3 it 0C rn S LATCH STILE S TAR) OP RA STAR) SMOOTH SMOOTH z IA 0 DOOR PANEL N Smooth Star I L45" V LM Ve DATF 02124112 SC&L' N.T.S. HINGEB 7 -BOTTOM RAILZ- VERTICAL CROSS SECTION BY. MrJK SMOQSTAR) SMOOTH STAR) DOOR PANEL CFK 9f. LFS DFAWM wo_- 2 V 12 A 3 EXTERIOR g B 36W MAX. T HORIZONTAL CROSS SECTION DOOR 3 DOOR PANEL PANEL WIDTH 2 3 4.02r 335 —1.45 s Cd v 1 3 LATCH STILE TOP RAIL 06 3 (FlBER CUSSIC) 2 ( FIBER CLASSIC) w DOOR PANEL M. CtlFiberClassic { — jI ti 1S n AOt pr: t e' A liltll D n ll` o nn D aa E yyEkC1M1 TFFF4HINGESTILE5BOTTOMRAIL2VERTICALCROSSSECTION F z FlBER CLASSIC) (FIBER CLASSIC) 3 DOOR PANEL Sal 02 12 swe N.T.S. Mc Be.. JK au Ff. LFS DRAWWG NO-- FL-15000.4 cr ai 12 SIDELITE PANEL Smooth Star L-25' STEEL INTER)ORINTERCEPT SPACER 40 41 SEE NOTE 1 5' INSULATED GLASS W/ SMC LITE FRAME GLAZING DETAIL 13. 937.7 MAX. PANELWIDTH 7A V MAX. D.LO. WIDTH P 32 33 1/ 2" MIN. GLASS 11iK. a 1/7GLlSS SITE 1/ 2' MIN. GLASS THK. J Q;'' t u 4O 42 i * 0_ s nr Z Ol tL TEMPERED G7TEMPEREDGLASSGLASS a AIR SPACE AIR SPACE 33 r * 111111/1n Zo am 34 aUN25" STEEL 1/8' a''''• t` t' m TEMPERED IIINTERCEPTTEMPERED4g90GLASS SPACERGLASS29Ni d a 40 29SEENOTE1415" INSULATED GLASS IN/ SEE NOTE 1 v E 3a b PVC LITEFRAMEGLAZINGDETAILSEENOTE 1 1 HORIZONTAL CROSS SECTION 4 SIDEUTE PANEL i 2152 25B9' 1.616' Q 26- 526' 33 PLASTIC UP LRE FRAME r PLA TIC LIP LIFE FRAME EXTRUDED PVC EXTRUDED SMC EXTERIOR — INTERIOR T ID77' j 1011" L [ , VERTICAL CROSS SECTION 4 SIDELITE PANEL NOTE: 0 L // ((-f 1. Spacing for item /29 do J41 (lite frame screws) rII I I I is os follows: From the bottom up on sides; 6.5', 2 + F+1S31' —{ I t-1531'—t wlth (7) more spaced at 9.B75' o.c. there are (2) 4 screws both top and bottom at 2.125' in from each 42 SIOELfTE TOP de BOTTOM RAIL J6 SIDWTE BLANK SIDE STILE comer. FINGER JOINTED PONDEROSA PINE, SG-0.43 FINGER JOINTED PONDEROSA PINE, SG-0.43 i n i z 9 < i a TF _ 0 u 02124112 ILL N. T.S. `- ft JK c m LFS 3 FL-15000. 4 i xr 4 or 12 n 0 ITE 2 EXT, lite I 1.I, u. , Ito 46 SEE NOTE 2 F z 1_ VERTICAL GROSS SECTION D3 NOTE 1 IMWUMa!1_: •: VERTICAL CROSS SECTION 5 SEE NOTE-1 it a 10 z jE3M A e 2@6 a:zEIL 1 dESz 17 20 EXTERIOR WEERIQ SEE NOTE 2 0 4 777 r3VERTICAL CROSS SECTION S Shown w/7x sub —buck R1 01 OPTIONALSURFACEBOLTSONACTIVEPANELL SEE DESIGN PRESSURE CHART) 1. The sidelite is direct set into the jamb with (72) 111 1 I-ICZ51 item143a18x2' pfh. wood screw. There are (4) at each vertical Jamb, from the top down at '- ' 31 ', 48 5' & 66" ' There are (2) at the header at WE 02 24/12 MALE: N-T.S. 4' from the outside comers of the frome. there are M BY, JK 2) IIJ 0 ja x 2-1/2" pfh . wood screw at the sill, 4" from the outside comers. CWL or. IFS DPAW= Na FL- 15000.4 2. OPTIONAL SURFACE BOLTS ON ACTIVE PANEL SEE DESIGN PRESSURE CHART) SH- 5 -J2- 38 0.15'MIN. C-SINK 73 A NOTE: ry ••.,ti 6l. T u n EXTERIOR , i(•••• SEE NOTE t 1- The sidelite is direct set into the jamb fill,' ttt 43 with (12) item 143 a 18 x 2" pfh. wood irtltt o i screw. There are (4) at each vertical jamb, from the top down of 13.5, 31 ", 47 ACTIVE 1T a ^ c a 48.5' do 66". There are (2) at the header r E z $ F - at 4' from the outside comers of the Fr. I{, 3 a. a frame. there are (2) 113 a 18 x 2-1/2" pfh, woad screw at the sill, 4" from the jz outside corners. lyb INTERIOR 7d 36 a• 46 o 45 ag444129DETAILA35 " r o 1617 OPTIONAL SURFACE BOLTS ON ACTIVE PANELS 1-114'MIN. SEE DESIGN PRESSURE CHART) FMB. [1YK) a^ 1NTFRIOR o: oL31HORIZONTALCROSSSECTION 6 a 0.1C 22 35 m NC-SINK 24 43 8 7 SEE NOTE 1 27 8 7 3 33 mti nz w INACTIVE ACTIVE 10 GI n u, RfOR W y. 36 m o13INTERIO44 z4o0 z a 9 l0 37 45 mw-.02 24 12 = NTERIOR saac: N.T.S. 9 ora. er. JK m 1 HORIZONTAL CROSS SECTION 18 2 HORIZONTAL CROSS SECTION aac er• LFS 3 doenwWea: FL-15000.4 a 6 6 snag _§ _or 12 0 1-114' MN FMB. (IYP. i) HORIZONTAL CROSS SECTION 7 NOTE, 1. The sldellte is direct set Into the Jamb with (12) item J43 o IS x 2" pfh. wood screw. There ore (4) at each vertical jamb, from the tap down at 13.5 31", 48.5" dt 66 There ere (2) at the header of 4" from the outside corners of the frome. there ore 2) 113 a IS x 2-1/2" pfh. wood screw at the sill, 4" from the outside corners. 1. 2 HORIZONTAL CROSS SECTION 7 3 NUKILUNIAL GKUSS SECTION , 7 1If., WB. (TYP.) : iomo R X Z l 9 d 3a M N.T.S. C. BY: A C. sr. LFS Iwno ra FL-15000.4 zr 7 orjg II 38 MASONRY II II II OPENING Tw HEADI II I JAMBS I ASTRAGAL IISHOWNFORIIIREFERENCEII II If II 2X BUCK II I II I ! II I I iI_MULLION li MULLION—/Ii II I IISHOWNFORSHOWNFOR II REFERENCE REFERENCE II Y II N tl O II N II it N II Il N II u DOUBLE DOOR W/SIDELITES BUCK ANCHORING MASONRY OPENING 2X B CONCRETE ANCHOR NOTES: 1_ Concrete anchorlocations at the comers maybe adjusted to marntarn the min. edge distance to mortar joints. 2. Concrete anchor locot ons noted as "MAX ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints. additionat concrete anchors may be required to ensure the MAX ON CENTER• dimension are not exceeded. 3. Concrete anchor table: ANC1j0R ANCilPA MIN. MIN. CLEARANCE-' MIN. CLEARANCE YPF SIDE EM6FDMFNT TO MASONRY --- Tp ApJ 10ElU- _ EDGE - ANCHORrrw m 1/4" 1-1/4' 2" 4" TAPCON ELCO 1/4' 1-1/4" 1' 4' ULTRACON 4 8• II II II II 38 II II TtP. HEAD II I I JAMBS I I II II II II II MULLION II II SHOWN FOR II II REFERENCE II II J II f IIIMULLIONIII II SHOWN FOR II REFERENCE I II II II II II II 05161 ' i 1 MASONRY OPENING 2X Vo I —I +—a• 38 II N II TYP. HEAD II k JAMBS II `ASTRAGAL N SHOWN FOR N REFERENCE N N N N N N N N II II u II DOUBLE DOOR BUCK ANCHORING rI MAS OFI 2X n(3id SINGLE DOOR BUCK ANCHORING E N.T.S. BY.. JK Br. LFS YANG NO- FL— 1 5000.4 ar 8 or1z MASONF OPENID FRAN 2X BUC SEE DETAIL VIEW T 1 I I I I 1 1 l l SEE I I I DETAIL '2' Y 1} W/2x BUCKINSTALLATION J9 W/1X BUCKINSTALLATION E 43 TYP. HEAD & TYP. JAMBS O BUCK K SEE DETAIL "I' TYPP. SILL 134 I 1 1 I I I 11 I I I I I I o- A CONCRETEANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2 Concrete anchor locations noted os "MAX ON CENTER" must be adjusted to maintain the mh edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX ON CENTER" dimension are not exceeded. 3. Concrete anchor table: j!hNCj{OR: ANCHDk. 7btfAT.'`:.:; iY.,PE:.;;;: SLZE.:•.:z EM)iEDMEPIL:.:`;.:_,.....::EDGE.::`..:_.:..,-;;_.414CHbR?.; TO.MASONRY:::::•: Jp;r1DJACE[dT,:- ITIN aOTAPCN 1/4' 1.1/4' Y 4' ITV TAPCON 3/16' 1-1/4' 3' I. Maintain I .nuvry "U"+""'"'It.nuvry nwra: I. Maintain a minimum 5/8" edge distance, 1' end distance, 6 1"o.c. spacing of wood screws to prevent the spilling ofwood. THESE (2) ANCHORS REO'D ONLY WHEN DP > 47 PSF MASONRY OPENING FRAME 2X BUCK SEE DETAIL 4' VIEW 'C'-"C" 0109ANI'l A" 1,7-1.A1 W/2X BUCK TIONBUCK O TYP. HEAD & JAMBS O BUCK ZE3i m rrf1 tV dO 6 Y a N •: Z 26eOZ 3 EL moa O 6S1 t u I1 ro W SEE, T11' DETAIL lr5 • . 1 TYP. SILL SINGLE DOOR W/SIDELfTES 13 49 30 30 W/2X BUCK 13 0 31 INSTALLATION 31 13 W/1X BUCK 48 INSTALLATION DETAIL "3" DETAIL "2" ASTRAGAL & SURFACE BOLT STRIKE PLATES O HEAD 13 3f 31 o 13 30 0 30 DETAIL "1" DETAIL '4- SURFACE BOLT STRIKE PLATE THRESHOLD Ym N.TS. O. ST.. JK K [r: LFS V m mo: FL-15000.4 er 9 OF 12 s DETAIL 73' VIEW SEE DETAIL '2' 13 W/2X BUCK MASONRY INSTALLATION OPEN1NG 39 W/IX BUCKINSTALLATION TYP. HEAD & JAMBS ^ C; FRAME 14SEE2XBUCKSSEE SILL DETAIL 'I " \ 11 1 1 1 J L -A. DOUBLE DOD CONCRETE ANCHOR NOTES: I . Concrete anchor locations at the comers may be adjusted to maintain the m4-L edge distance to mortar johnts. 2 Concrete anchor locationsnotedas "MAX ON CENTER" mustbe acriusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be requIred to ensure the "MAX ON ClYffEk"allmension ore not exceeded. 3. Concrete anchor table: AiqcHov- ANCHOR VWMA0 -NCF- AMCMARANC E: 4= MAWMENTU.- TOWSqA!RY....-" Ddt' rrw TAPCO ITW TAFCONO 1-1/4" 3" 7. Maintain a mlr*nurn 5/8"edge cWonce, Vend dstance, & 1"o.c. 5pachy of wood screws to prevent the soffing of wood. SEE DETAIL ' 4' W/ 2X BUCK 73INSTALLATIONW/ Ix BUCK MASONRY5INSTALLATIONOPENING Typ. HEAD JAMBS FRAME-,,,,,, 2X BUCK SEE cJ DETAIL d "5 ILL SINGLE DOOR W/ Ix BUCK INSTALLATION W12X BUCK INSTALLATION 13 1) 0DETAIL " J 1— DFAIL. ' 5 WIIX BUCK 50 INSTALLATION W12X BUCK 4 13INSTALLATION DETAIL ' 4 IT7 to VIEW " A" —A 49 30 30 W/ 2X BUCK 13 0 31 INSTALLATION31 WIIX BUCK 48 INSTALLATIONDETAIL " 2" ASTRAGAL. & SURFACE BOLT STRIKE PLATES 0 HEAD R 31 31 0 - 16 124/ 12 30 0 30 sc-LE N.T.S. oxc U1, JK DETAIL 'I" CWL MI. LFS SURFACEBOLTSTRIKEPLATEDPAWMNo- 0THRESHOLDFL-15000.4 94M _ 10 UF 12 Ap' r• Y•* ti• X u n 9525• rrli i`l R ° z O 1BBB' 18-W 20.63' 1BS 14-V Z ad 2I tq o1S27 27 TYP_ 27 TYP. TYP. Wei Wm325' 3.25 2, 1.910' 2 m 0. 75• OJS' w 0. o6(r o NSEE NOTE 1 g Ln at 4 o N z O w f I 0.126" 0 Zo m e; 02 24 12 ° A5TRAGAL DEiAILDETAIL stun N.75. mam an m JK ' NOTE. 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP d°L'" LFS 3 sm— MG 10 m AND THE BOTTOM. FL- 15000.4 n 91M _ LL FJ_Z 0 Ran VESaBPTION MoWnid 1 FIBER CLASSIC (FC) PANEL SKM OA I- IJIN. MIC FBERC= OY THMIM-TRU rRh yWd xtrmgth Fy(mko-6,000 Psf F ' 1A SMOOTH STAR SS SASH 4: PAM! SKN 0.07 IN. THK. F1 DMUSSBYTWFBMA-TRU x+Th th F min)=6,000 ' FIBERGLASS 2 FC TOP RAIL WOOD C 01610SITE 3 FC LATCH STILE W000 COMPOSITE 4 FC MNCE SME PCATCEROSA PINE, SG-0.43 mm 5 FC BOTTOM M WOOD COMPOSITE 6 1 POLTURlm* FOAM (191b9. VENW FOAM 7 SHORT REACH COMPRE590N WFAPZZSTRIP FOAU 8 LONG REAM COMPRESSION WEATHERM FW 9 4" x 4' HNGE .097" THK STEB. 10 170 x 3 4' LG. PF}t WOOD xklv STEEL 1t M62M - 3,000 PSI iM CONCRETE CONfDRMVG TO ACI301ORHOLLOWBLOC( COHFOM&C TO ASTM C90 CONCRETE 12 10 x 2' LC. PFH W000 SCREW STEEL 13 B x 2 1 2 LG PFH WOOD SCREW San N 1 4 x 2-1/4' ITW PFH CONCRETE SCREW San 15 SVEUTE BOTTOM BOOT .090' EXTRUDED W411 vom 16 2X DUCK SG >- 055 WOOD 17 MAX 1 4- SW LIUERML WOOD 18 KMC.77 PASSAGE LOCX - 90 AR.P2E SERIES 19 SELF ADJUSTING WSM SADDLE THREVw ALULIVOOD 20 HEADER PONDEROSA PWE, SG-0.43 WOOD 21 STRKE JAMB PONDEROSA PINE SG-0.4J WOOD 22 HiAGE JAMB PONDEROSA Pthf, SG-0.43 WOOD 23 KWD(SET CEADBOLT - SK.t IME SERIES 780 24 HLROC NE AStIUM ALUMM U 244 A57RAW FWSH BOLT STEEL 249 ASTRAGAL FLUSH BOLT RETAMR ALM" 26 1X &NCI( SG >- 0.55 WOOD 21 110 x 1-1 ' LG. PANHEAD SHEET METAL SCREW STEEL_ 28 INSWM DOOR BOTTOU SWEV wm 29 6-18 x 1-3 4' PHLLPS FLAT" SCREW FOR ITEM 33 STEEL 30 SURFACE WU STRIKE PLATE STEEL 3I 10 x 2-1 - PHUFS FLATHEAD WOOD SCREW STEEL 32 1 T/0C C>:T.LUTAR (xAZOVG TAPE ST1(-N 33 PLASTIC LF LATE FRAIF PVC PVC 34 PLASTIC LW UIE FRAME(SW) SND 35 9" JWB PONDEROSA PINE, SG-0.43 WOOD 36 SIDEUTE SIDE STILE PONDOe05A PINE S".43 WOOD 37 110 x 1-3 4" LG. PFH WOOD S07E.W STEEL. 38 1 4x 2-3/4" PFH ELC O OR 11W CON07M SCREW STEEL 39 1 4 x 3-3 4" ITW PFH CONCRETE SIM STEEL 40 S11CQ'NE fAUJC DOW 795 Sd1C(WE 4 8-10 x 1 1 PIASCR£W FOR HELL 34 STEEL 42 SIDEUTE TOP k BOTTOM RAIL MaROSA PM. SG-0.43T W000 43 8 x 2' LG. PFH MOO SCREW STEEL N 3 M.x J 8' OIMRTER ROUND RNGER JUNDD PINE WOOD 45 I L x .040' Ok BRAG TRIM NMR. 5RTJ. 46 KS SUWACX; BOLT 1454 .25 STEEL STEEL. 47 1 4-20 SEX BOLT W1 t 4-20 FEMALE 040 STEEL 48 3 16' x J-1 4- ITW PFH CONCRETE SCREW STEEL 49 ASTRAGAL STW PLATE STEEL 50 1 4 x 3-1/4" nW PFH CONCRETE SCREW STEEL SS TOP RAIL WOOD COWPOAFE SS LATCH ALEWOODCOMPOSITE r17SSHINGE51AEPSG-0.43 WQ70 SS BOTTOM RAN. WOOD COMPOSITE a" 0 O O 46 SURFACE BOLT (IVES 25" STEEL) 20 21 WOOD FRAME 22 3 FINGER JOINTED PONDEROSA PINE, SGm0.43 18 SELF ADJUS71NG SADDLE THR SHO O ALUM; t4UM1VINYL .045' WALL ALUM. 050' THK. WALL VINYL TYP. C. 2J U u A Q-; 0` o h Wom uuofill * jj11 0 1•i00 N 0 v a z° S` amp CoZ F- 2Jv5 I Ic IJ 30 SURFACE BOLT STRIKE PLATE (.1 25' STEEL z cz m 1. 97lJ' INSWING DOOR BOTTOM SWEEP VINYL . 080" MAX. WALL, 035' MIN. WALL a I n O O zSCALE-. N T.S. JKEfJTE ° AGINSWING SID 8am. BOTTOM800Tlit LF SUR"` M NO. 0.09' EXTRUDED VINYL WALL FL- 15000.4 scrr _ Z ar j, R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C A.O. Box 230 Whim, FL 33595 Phone 813.659,9197 Florida Board or Professional Engineers Certificate ofAuthorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma-Tru Corporation Fiber Classic" / "Smooth Star" Exterior Swinging Exterior Door 118 Industrial Drive 8'0 Inswing w/ and w/out Sidelites Doors Assemblies Edgerton, OH 43517 Fiberglass Door 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 ID of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements Including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the "HVHZ" this product is required to be protected with an Impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product Is required to be protected with an Impact resistant covering that complies with Section 1609.1.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15000.4 require further engineering analysis by a licensed engineer or registered architect. 7. Inswing configurations do not meet the water Infiltration requirements for the "HVHZ". Inswing units shall be Installed only In non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. 8. See drawing FL-15000.4 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460337-A,B,C TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC 01 -741-10701.0 ETC 01-741-10703.0 ETC 01-741-10593.0 TEL 06-1031-3 TEL 06-1031-4 Test Standard ASTM D635-03,ASTM D1929-96 ASTM D2843-99 ASTM D635-03, ASTM D1929-96 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,inc. 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 ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W, Haney, P.E. Wendell W, Haney, P.E. Mark D. Pasero, P.E. Wendell W, Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by '.4"0 `'i','n=, Signed & Sealed by No. FL 15000.4 RW Building Consultants, Inc. (CA #9813) y"`: t'. ` ' I'''i,c °ro, w Lyndon F. Schmidt, P.E. 3. Calculations Prepared bygned & Sealed by Anchoring RW Building Consultants, Inc. (CA 49813) ;:,.i 4yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Managemettf, . Institute certifying that Therma-Tru Corporation Is manufacturing products t, Y 9 rP g P Lyndon F. Schmidt, RE. within a quality assurance program that complies with ISOAEC 17020 and =' FL PE No. 43409 Guide 53. 2/2/2015 Sheet 1 of 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D• 3'= Application No: Documented Construction Value: S 33 ( Job Address: Q4Q8 \N10kx[o)nQ1 Historic District: Yes No Parcel ID: Residential Commercial Type of Work: Ne"R Addition Alteration Repair Demo Change of se Move Description of Work: J d K a nin 'Q o ) ) (--g Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Nam YI) (3 I Phone: Street: / V C- _ ` J 4 Resident of property? City, State Zip: L,-- Q'7 Contractor Information Name 'q) M Q.Y CJ mf Y ) i . ('X, Phone: r7 ( L{"((J c 17 Street.- G5 = (- Fax: _ LI-(ir7 - -r] - Q` E-) I nn City, State Zip: LL 4fQ>' _ I c E . I M9 State License No.: EC) <7m 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: 5t1 Edition (2014) Florida Building Code pal Revised: June 30, 2015 Permit Application NOTI E: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 12117 gnature of Contractor/Agent Date 0C)K Print Co troctor/Agent's Name r4Signature of Notary -Blatt of aK PAMEMTERNUS j Commission 11 GG 110622 Expires August 7, 2021 orno MAWThaBudgetNotarySwvlmContractor/ Agent iPersonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use:, Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application CITY OF SANFORD IT I- ' 0 '! + BUILDING &,FIRE, PREVENTION 104 'PERMIT APPLICATION Application No: :, 1,3 -L c,- 5f r i' "' '' ' Documented'Construction Value: $ ' 5g 2 J , r c7 :au• 0414r rr ., Job Address: 24Zb, u ct Jt vac,. c ,, Historic District: Yes N -El- Parcel ID: T Residential R Commercial Type of Work: ,New R. Addition '' Alteration; Repair iDemo, Cliainge of Use E moveEl F: • l,:'nrl ;• r 5 n•.ad -) ' i!' y Description of Work: isi U,_ v% 5 F? - _ue ak c s r- Cao n 1- Plan Review Contact Person: PI c,-s' 's ea'F 'bc (QLe- (d-e.: Phone: Fax: Email: Property Owner Information Name r `-- Street: ' City, State Zip: S Phon Resid i Contractor Information Name Kf L S ' I e e•Fill v 6 r r;c - Plione: " 2: — Zi (3 3 S 33""; , Street: 4 -4o 1 Fax: 4o 4 2_t10 - y L/ City, State Zip: 0"cwy10 , F. 3ZP_*L4 State License No.: Cf-C o 2_6 3 Li 7 ArchitectlEng1ne' er• Information Name: Phone: Street: A. ,, -, Fax: City, St, Zip: E-mail: Bonding Company: M +•. - t Address: Mortgage Lender: i 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 COMMENCEMENTMUST 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 permitand that all work will be performed to meet standards of all lawsregulating 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 andthe code in effect as of that date: 51' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE:. In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe found in the public records' county, and there may be additional permits required from other governmental entities such as.water managementdistricts, state agencies, or federal agencies. t , Acceptance of permit is verification that I(will notify -,the" wner 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 ind will be considered the estimated' construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, in accordance local'ordinarice. 'Should calculated charges, figured off.the executed contract exceed the actual_ Icons, truction'valtie; credit will be applied to,your permitfeeswhen the permit is issued. OWNER' S AFFIDAVIT::I'certify,that`alt of the foregoing, information- is,accurate and that allvork,will be done in compliance with all applicable laws regulating construction and zoning. d . Signature of Owner/Agent „ r r c - Date ' , Signature of Contractor/Agent 1" t' "Date' ' X le Print Owner/Agent's Name Signature of Notary -State of Florida,_ w ; y , Date I F, Owner/ Agent is- - Personally Known to Me. or Produced 16 Type of ID l6= EALe j • i J- r F - & Pftnt Contractor/Agent's Nam Signature of Notary -State of Florida Date • .s PATSUSJ Q(OncianiqIFF: Au usl,y PubrKnownto Me, or Produced ID ` x Type of ID ry BELOW IS FOR OFFICE USE. ONLY Permits Required: Building Electrical Mechanical Plumbing[] Construction Type: Occupancy Use: Total Sy Ft of Bldg: Min. Occupancy Load: New. Construction:. Electric -_# of'AmpsI . ", • ' Fire Sprinkler Permit: Yes No # of Heads t ' Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures APPROVALS: - ZONING, UTILITIES: - ENGINEERING:, ' "` FIRE: ' COMMENTS: 0 Fire Alarm Permit: Yes 1-1No,IFf}, 9 WASTE WATER: . BUILDING: ',1 Revised: June 30, 2015 Permit Application 9507 State Road,52 1123 Miller_ Road' f , 9701 Bacliinan Road Established 1973, Hudson, FL 34669 Valdco, FL 33594 Orlando, FL 32824 www.RJKielry.com 727-863-5486 813-661-0707' j+L _ 407-8_55-2636 State License #.CF-0O2034 J., KiELTY Page: 1-OF P,LUMBING • HEATING .,,.COOLINGProposalNo: 717-13536 Proposal Date: V26%2017 Prepared For. Starlight Homes Florida, LLC Location.- Wyndham, Preserve_-, Sanford: 1064 Greenwood „Blvd. Suite 124 Model: Halley -1551. Lake Mary FL'32746 We Propose hereby to famish material and labor.- complete in accordance with specifications below for the Sum of: $5,925,00 Payment.to.be made as follows- 140%,Rough In,30% Top O,ut,30%o Finish. NET,10 Days All materials guaranteed to be as specified.'All work to be completed In a workman like manner according to standard practices. 'Any alteration or deviation from specifications below involving,extra costs will be executed only upon written orders, and will become an extra charge over and above the,estlmate. All agreements contingent upon strikes, a el_ays beyond our control. Owner to carry fire, tornado, and other necessary insurance. Our workers are, covered by.workers compensation I rance. C a AUTHORIZED SIGNATURE- THIS PRPRO_POSAL'MAY, BE WI ~DRAWN IF NOT ACCEPTED IN 30 DA We hereb ; sutunit _ y , n specifications estima or: L-• Master Bath 1 Tub Sterling Accord60x30 71140120 White With Walls And Moen Chateau TL183,Chrome Valve, 1 Tollet Gerber Maxwell 21 , 912 1.28,White Elongated 1 Lev, By BuilderWith Moen Chateau.64925.Chrome Faucet 1 ,Tub Sterling Accord 60x30 71140120,White With Walls And Moen Chateau?L183 Chrome Valve. 1 Toilet, Gerber Maxwell 21r912 1.28,White Elongated; 11 Lev _ _ By Builder With Moen Chateau,64925 Chrome,Faucet Kftche_nr " _ - — 1; Sink By,Builder 1. Faucet Moen.Integra,67315Chrom_ 6- t', Disposal ISE Badger V With Cord 1, ,Icemaker One With Recessed Box' 1; 'Dlshwashot Hook Up' Utilities- 1 Washer Box Yes 2 'Hose Bibs Yes 1 Wat;r Heater 150 Gallon Electric , NOTE: _ a Backfllling Included For Sewer,& Water.Only (Slab.Backfilling By.Others) Backflow Preventers Included - EXCLUSIONS NO Permit Fees Included Water, Plping In: CPVC- 40'-Sewer Allowance: Additional s12-per foot 40' Water Allowance; Addilional,$: per foot Applies to any direct contract between an'owner contractor (RJK),- Notice,of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal.- The above prices, specrf'ications and conditions are satisfactory and hereby, accepted. You are authorized to do the work as specified. Payment will be made as outlined above..I agree to pay reasonable attorneys fees court costs in, the event of legal action.. A montht service charge of 1 1/2% will be added after 3( days. Any sewer taps deeper than 412 feet or requires, or dewatedng will be an,extra charge. SIGNED: DATE OF ACCEPTANCE & PAGE,2:_ Branch: H son Last Edit By: Last Edlt.Date: 7/27/2017 i - ri 1 F 1 h , 1q, wblAd WYNDHAM PRESERVE - LOT 145 a "'C SPECIFIC PURPOSE SURVEY FORMBOARD) LOT 139 I I LOT 138 LOT 137 S89'40'51 W Doti 40.00' 30 N N O O 5 6----------- 13:4 5.5' 5.5' 29.0 PROPOSED 1 STORY RESIDENCE i O 2428 WAXWING WAY w 1200 ATLANTIS O ELEVATION - T GARAGE - RIGHT r 0 5.51 5.7 FORMBOARD `O FFE= 30.55 O M LOT 144 +O O 2.3 O LOT 145 O O AREA = lO O 4,400 S.F. ± 21.0 LOT 146 a - - --'WI — — — — - — — — +Wi—— r—— — — — — —— o PC' /Pj 166_C CENTER1 LINE 10' UTILITY EASEMENT (P) 0.100' N89'40'51 IF w ' PROPOSED 5' p CONC SIDEWAL' o LO 00 WAXWING WAY coNc cuRe N O 50' RIGHT—OF—WAY 10' N (PRIVATE ROAD) S89'40'51 "W 606.15' pCpJ I I PEP —Poo quipmen LEGEND: LB —Licensed Business B Surve ow Preventer Sight Distance Easement S PRM —Permanent Ref. MonumentS —Survey R —Reported PCP —Permanent Control Point D —Description FP&L —Florida Power do LightIP —Plat FFE —Finish Floor Elevation D. . —Deed Book - Water Meter O.R.—Official Records Book M—Water Valve P.B. —Plat Book I Cr—Fire Hydrant Pg.—Page RC® —Reclaimed Water Meter Elev.—Elevation RCD4—Reclaimed Water Valve Conc. —Concrete Cable Box BP —Brick Paver CO —Telephone Box SW —Sidewalk E]—Electric Box FFE—Finished Floor Elevation 0—Utility, Pole CI —Curb Inlet I Guy Pole GTI—Grate Top Inlet Light Pole P.U.E.—Public Utility I Easement Guy Anchor RCP —Reinforced Conc. Pipe —OU--Overhead Utilities PVC —Polyvinyl Chloride O—Storm Sewer Manhole NCS—No Comer Set (Falls in Water) G—Sanitary Sewer Manhole SF —Square Feet I EHHo —Electric Handhole D.U.E. —Drainage/Utility Easement COO —Clean out FMGD—MAG NAIL do DISK /CVD4—Irrigation Control Valve P.K. —Parker Kalon Nail i —SignSIR —Set 1/2" Iron Rod LB7768 WI>4—Gate Water Valve SPKD—Set P.K. do Disk L97768 Gas Meter FIR —Found 1/2" Iron Rod LB7768 +" Existing Grade FIP—Found 1/2" Iron Pipe LB7768 0---Drainage a —Blow —off Valve FPKD—Found P.K. Nail do Disk LB7768 Flow Direction FCM—Found 4"x4"•Concrete 10 —Proposed Design Grade Monument PRM LB7778 10.2 —As—Built/Existingq. Grad Note: Some items in above legen may not be pp I" REVISIONS Description I Date I Dwn. Ck'd I P.C. 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 GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for "WYNDHAM PRESERVE", City ,of Sanford Seminole County, Florida. 5. This Specific Purpose Survey is for the location and elevation of the form_ boards only (THIS IS NOT A BOUNDARY SURVEY) This certifies that a survey of the hereon described property was made under my supervision and meets the Standards of Practice set forth by the Florida Board of Professional Surveyors do Mappers in Chapter 5J-17, Florida Administrative code, pursuant to Section 472.027, Florida Statutes. J es D. Leviner LS5FLORIDAPROFESSIONALSURVEYORdoMAPPERNO. ........691.... NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER oWro 0 y a) rnV' N 3 ,_ 0 u oN L cv o , y va v E V o •p Z • o NaJ M o 0 y N WYNDHAM PRESERVE LOT 14S- PB 81, PG 93) Building Setbacks Setbacks: Per construction plans _for WYNDHAM PRESERVE", City of `Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. BUMDING 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. LOT AREA CALCULATIONS LOT = 4,400 SQ.FT. LIVING AREA= 1200 SQ.FT. GARAGE = 424 SQ.FT. PORCH = 75 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 109 SQ.FT. A/ C PAD = 9 SQ.FT. IMPERVIOUS= 52.7 % SOD = 2,078 SQ.FT. OFF LOT AREA CALCULATIONS R/ W = 1,000 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 200 SQ.FT. SOD = 126 SQ.FT. TOTALAREA AREA = 5,400 SQ.Fr. DRIVEWAY = 519 SQ.FT. SIDEWALK = 309 SQ.FT. SOD = 2,204 SQ.FT. 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 I" DESCRIPTION: LOT 147, according to the plat of " WYNDHAM.PRESERVE" thereof as recorded in Plat Book 81, page 93 of the Public Records, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: ( 321) 270-0440 Fax: ( 813) 248-2266^ t Licensed Business No. LB 7768 GeoPoint Surveying, Inc. Drawn: MTP Checked:JDL IP.C.: Data File:BdmonEaet-Plat Date: 12/27/17 Dwg: BrimnEmt-Lath Order No.: SEC. 17 — TWN. 20 S. — RNG. 31 E. Field Bk: 4 TRI-COUNTY TESTING LABORATORIES, INC. 31 S. Main St. Winter Garden, FL 34787 PROJECT NO: 407-656-9656 U-LC 5-U-L= REPORT OF IN -PLACE DENSITY TESTS ORDER NO: REPORT NO: t PROJECT lV%il ;, Mi <<, PROCTOR CONTRACTORsi c G , l l SPECIkCATION: , I : 711 1 REPORTED TO: OPTIMUM MOISTURE: i' % LOCATION: i-; , MATERIAL: pq DATE TESTED: " 2 " Z O MAXIMUM DRY DENSITY: , "`-' 7_ LOCATION DEPTH DRY DENSITY MAX DRY DENSITY PERCENT OF MOISTURE INCHES lbs. cu. ft. lbs. cu. It. MAX. DENSITY PERCENT IV v- iv3. C f0 3. L 5 F, ra3. Z 0 t• IAj a , ti Id Submitted by, W FINAL BOUNDARY SURVEY WYNDHAM PRESERVE LOT 14S PB 81, PG 93) LOT 139 I I LOT 138 IlFIR 1 S89'40'51 40.00' NN C 10.0 PAD00 Q o 5:6---a------13: 5.15 29.0 O LOT 144 J 0 4 3 PCP 166.00' CENTER LINE Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' 0 nl STORY RESIDENCE O n 2428 WAXWING WAY 5.5 FFE= 30.50 n N to 5.7 n0 6w 2.3 a LOT 145 AREA = 4,400 S.F. +/- i---- 21.0 03 0 ^, aP, w RC v o WY LOT 137 RR NN i-71 o a HT L-5I 1 U tn 0 LOT 146 O O O w 5. 5' N ELECTRIC LnTRANSFORMERv Ne) 3 a 4DC C- Cvw Oa, a 0 U-) o v 0 o v J 1» wvo c L C v v' D a) C mo DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. 10' UTILITY EASEMENT ( P) 0. 00' N89'40'51 W ii CDCONC SIDEWALK 0 0 OR a, 04 0 o WAXWING WAY coNc cuRe to 50' RIGHT—OF—WAY PRIVATE ROAD) S89' 40'51 "W 606.15' mine LEGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk rLB-roof LB - Licensed LB -Licensed BFP-Backflow Preventer revertsSi ht Distance Easement 9S Survey PRM-Permanent Ref. Monument R - Reported PCP -Permanent Control Point 0 - Description FP&L -Florida Power do Light P - Plot FFE -Finish Floor Elevation D. B. -Deed Book Water Meter O. R.-Official Records Book D4-Water Valve P. B. -Plat Book i'7-Fire Hydrant Pg. - Page RC® -Reclaimed Water Meter Elev. - Elevation RCD4-Reclaimed Water Valve Conc. - Concrete 93-Cable Box BP - Brick Paver m -Telephone Box SW - Sidewalk E) -Electric Box FFE - Finished Floor Elevation 0 -Utility Pole CI - 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 Storm Sewer Manhole NCS - No Corner Set (Falls in Water) D-Sonitary Sewer Manhole SF - Square Feet ENNo -Electric Handhole D. U.E.-Droinoge/Utility Easement Coo -Clean Out FMGD - MAG NAIL do DISK CVDLG-Irrigation Control Valve P. K. -Parker Kolon Nail r -Sign SIR - Set 1/2' Iron Rod LB7768 WD<-Gate Water Valve SPKD - Set P.K. do Disk L87768 Gas Meter FIR - Found 1/2" Iron Rod LB7768 I• -Existing Grade FIP - Found 1/2" Iron Pipe LB7768 a -Blow-off Valve FPKD - Found P.K. Nail do Disk L87768 - _-Drainage Flow Direction FCM - Found 4"x4' Concrete Proposed Design Grade Monument PRM L87778 1 -As-Built/Exietinq GradQ Note: Some items in above leaen d may not be applicable) Description I Date I Dwn.1 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 survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights - of -way, set back lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located Including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are In feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plot of WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey mops or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1' 20'. 7. All boundary line dimensions are field measured unless otherwise noted. 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 I" DESCRIPTION: LOT 145, according to the plat of " WYNDHAM PRESERVE", Plat Book 81, Page 93, City of Sanford, Seminole County, Florida Last Date of Field Survey: 4 1 1 2018 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 1 Practice set forth by.the-Flohda Board of Professional Fax: (813) 248-2266 Surveyors do Mappers in Chapter•51-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to Section 472.027. Florida Statutes. GeoPntoi Surveying, Inc. es D. Leviner ' - • j LS6915 Drawn. RCA I Checked:JDL I P.C.: Data File:&issonEast-Plat FLORIDA PROFESSIONAL SURVEYOR dt MAPPER NO. .................. NOT VAUD WITHOUT THE SIGNATURE' AND THE ORIGINAL Date: 4/12/18 Dwg: BrfaonEad-Lot145 Order No.: ^ RAISFD SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Field R' -- CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: " « CO S S Documented Construction Value: S 4,094.00 Job Address: .2428 Waxwing Way Historic District: Yes No Parcel ID: 17-20-31-502-0000-1450 Residential X Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Install New AC with Duct Work and Vent Plan Review Contact Person: Arionna Rosenwinkel Title: Pre -Construction Coordinator Phone: 407-886-3729 ext.,163 Fax: Email: arosenwinkel@energyair.com Property Owner Information Name STARLIGHT HOMES' FLA LLC Phone: Street: 1064 Greenwood Blvd Suite 124 Resident of property? : NO City, State -Zip: Lake Mary, FL 32746 Contractor, Information Name Energy Air Inc (Robert Kulp)- Phone: 407-886-3729 Street: 5401 EnegryAir_Ct Fax: City, State Zip: Orlando FL,32810 State License No.: CAC1816317 Name: Street: City, St, Zip: Bonding Company: Address: Arch itect/,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: 5111 Edition (2014) Florida Building Code Revised; June 30, 2015 Permit Application LE 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 mabe additional. permits required from other governmental entities such as water- ymanagement districts, state agencies, or federal agencies. - Acceptance of permit is ,verification that I will notify the owner of the property of the requirements of FloridaLien 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. 12/ 2018, Signature of Owner/Agent Date Signature of Contractor/Agent Datc: Robert Kulp Print Owner/Agent's Name Pr' t ontractor/Agent's Na c Signature of NotaryrStateof Florida Date l Owner/ Agent,_is Personally Known to -Me or, Produced ID Type of ID Notary Public State of Flonda Arionna C Rosenwinkel My CommissionGG 147038 a Expires 10/01t2021 Contractor/ Agent is. Personally Known to Me or Produced. 113Type of ID - BELOW IS FOR OFFICE USE .ONLY Permits Required: Building[]' Electrical Mechanical , Plumbing Gas Roof Construction Type: Occupancy Use:, Flood, Zone: _ Total Sq Ft of,Bldg:., Min. Occupancy. Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: Y COMMENTS: ENGINEERING: UTILITIES: 1216613 of Stories: Plumbing - # of Fixtures Fire Alarm Termit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application WORK ORDER_ Job #: 33334 Date: 8/2/2017 144697 Subdivision Phase Bld Uu Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 145 ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 2428 Waxwing Way CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford FL 32773' Model/Bldg: 1200 Atlantis Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a Job Contact: S Woolwine A/H-1 or Furnace FB4CNP030L00 AIH-2 or Furnac( Job Phone: 4077301311 Heater or Coil CE2401 CO5 Heater or Coil Date, Requested: CU-T CH14NBO240OG CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: - Filter Base AHU Location_ N/A 1st FI Int Closet Filter Base AHU LocationPermit, Information: Efficiency 14.00 SEER / 8.2 HSPF Efficient MUST,BE ACCURATE AND COMP A/H-3 or Furnace A/H-4 or Furnac( Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit no Efficiency Efficient EAI Pulls Permit: es Zoning Brand:; Honeywell/Johnstone Vent: Damper Y8150A1017- My - 1 Builder calls inspection: es' Zone, Kit,#1 ZD1 EAI calls inspection:, no Zone Kit #2 ZD2, Thermostats- ZD3 Ventilation Cost: 304:71 Transformer ZD-4 i Surge Protector ZD5 ByPass Damper #1 ZD6' I B Pass Dam er #2 ZD7 i PO Numbers Qty, Yes No Qty. ; Yes No Grs.Stamped Stl'. 19. X Flue Pipe: X Grs.Stamped Returr 6 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter ' " X Grs. R/A White Alun 2 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 BF,QF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments - Accounting Department: Job Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 1.54 19.40 Rou hin 1,925.00 04-Installation Labor 14.84 222.53 06-Piping Labor 6.13 104.13 Trim 1,925.00 14-Kitchen Vent Trim 02-Material/Tax 897.71 01-Equipment/Tax 1,334.45 Permit 70.00 09-Permit/Other 80.00 011-Delivery Labor 1.00 12.64 20-Pull Material Labor 2.01 25.29 Total Contract: 3,920.00 12-Startup Labor 2.50 42.50 nN Level 1 Job #: Starlight - Wyndham Energy Air, Inc Scale: 1/8" = 1'0" mPerfored for. Page 1 Lot 145 - 1200 TR 5401 Energy Air, Ct RightSuitem Universal 2017 Orlando, FL 32810 17.0.08 RSU17013 Sanford, FL 32773 2017Jun-Jun12:45:00 Phone: 407-886-3729 ...m Pmservelt of 145 - 1200 TR.rup wAwenergyair. com GRenner@energyaircom Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 176855 Application desc NOC ON FILE Owner Contractor STARLIGHT HOMES FLORIDA LLC STARLIGHT HOMES FLORIDA LLC 1064 GREENWOOD BLVD STE 124 LAKE MARY FL 32746 407) 708-0161 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . PLUMBING FIXTURES 15.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 1779.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1018951 Permit pin number 1018951 Sub Contractor PALMER ELECTRIC COMPANY Permit Fee . . . . 60.00 Issue Date . . . . 12/12/17 Valuation . . . . 3360 Expiration Date . . 6/10/18 Qty Unit Charge Per Extension 150.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 60.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees .. . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 531.00 02-CURB CUT/DRIVE - S/F 40.00 01-FIRE IMP-RS 9-2017 383.81 01-LIBRARY IMPACT FEE 54.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION 731 BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 / DRIVEWAYS -SIDEWALK 407.688.5080 f,/ N Application Number . . . . . 17-00002655 Date 12/14/17 {'• Application pin number . . . 650550 I J 'p' Property Address . . 2428 WAXWING WAY Parcel Number 17.20.31.502-0000-1450 /j./_ / / Application type description NEW SINGLE FAMILY HOME - DETACHED V 2- CITY OF SWORD REPRINT Oper: ANTONINILCUSTXRTRECEIPT *" Date: 12/14/17 01 Receiptt no aMe4 M Year Number2017Amount 2428 WAXWING WAYS SORD, FL 32773 BUILDING PERMIT RECEIPTS 89. 00 Tender detail CC CREDIT CARD $89.00Totaltendered $89.08Totalpayment89.00 Trans.date: 12/14/17 Time: 13:13:42 1 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 2 Application Number . . . . . 17-00002655 Date 12/14/17 Application pin number . . . 650550 Other Fees . . . . . . . . . 01-PARKS IMP-RS SINGLE 17 1103.95 O1-POLICE IMP-RS 09.1.17 384.82 O1-SEM CNTY RD IMPACT FEE 705.00 O1-SCHOOL IMPACT FEE 5000.00 WD IMPACT:SINGLE FAMILY 1343.00 SD IMPACT:SINGLE FAMILY 3025.00 O1-BLDG DCA SURCHARGE 22.35 O1-BLDG DBPR SURCHARGE 31.53 Fee summary Charged Paid Credited Due Permit Fee Total 60.00 .00 .00 60.00 Other Fee Total 12699.46 12670.46 .00 29.00 Grand Total 12759.46 12670.46 .00 89.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 17-00002655 Date 12/14/17 Property Address . . . . . . 2428 WAXWING WAY Parcel Number . . 17.20.31.502-0000-1450 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1018951 Permit pin number 1018951 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 ELO1 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL