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HomeMy WebLinkAbout3764 Saltmarsh LpL-,D--' t D CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 7- a -)(- Documented Construction Value: $ j54'4.00 rr Job Address: o" L Historic District: Yes No Parcel ID: i"-- ,;)- -QMD Residential Ercommercial Type of Work: New9 Addition Alteration Repair Demo Change of Use Move Description of Work: Cet,, j Plan Review Contact Person: s Phone: 4C-)_1" IA(Q t Fax: Email: - Property Owner Information Title: h n-veS -cam Name Qr ah- i-Ey S EC_ I LI.0 Phone: -iO t' C.-i- 3 EX Street: 1 2-4 C-Rg_n LQQCk_A Blyc , 12` Resident of property? City, State Zip: LOA(k- —yY1p-Ru RL D_- %Lp Contractor Information Name _'A()_ CA tg 4r Q -C Phone: 46"+ CA42V 3--4"OD Street: S laq Fax: (3-0=95) City, State Zip: ' EL, State License No.:X-C-1 Architect/Engineer Information Name: Cc- ` Phone: GIs LSt U 8Oo I Street: P _ C_ 62 le f?t , S 2. J Fax: City, St, Zip: 5.-, E (_ E-mail: S1 t?S@ fr\,t, _%A kerr-\V ti Bonding Company:} Mortgage Lender: 1,D" Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has —IN commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction i5l_ 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: Th 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 ofthis 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. 9!1L 117SignatureofOwner/Agent Date I QrfkA_ Print Owner/Agent's Name Signature ofNotary -State of Florida tpRY ' TWPUBLIC W."'wrl irSTATE OFFLORIDA yComm# GG113111 FYniros 6/21/2021 Owner/ Agent is CPersonally Kn9yzn_te-Av1e or Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of No ,-State of Florida U Date 1 Snayne blangel NOTARY PUBLIC STATE OF FLORIDA Comm# 1 g 4Contractor/Agen is E 1 il n t e or Produced ID Type BELOW IS FOR OFFICE USE ONLY Permits Required: Building Lri r7" Electrical [R Mechanical R Plumbing© Gas[] Roof Construction Type: Occupancy Use: %5 Flood Zone: Y- 57-c- h- 1-MC4 r,DTotal Sq Ft of Bldg: 2-% 1 4? Min. Occupancy Load: 1 S # of Stories: - — 5 New Construction: Electric - # of Amps S-OFire Sprinkler Permit: Yes No 9 # of Heads APPROVALS: ZONING: ct1 jrol! UTILITIES: ENGINEERING: ^zG Vok Zak FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 15.1 "/-- ime. 22100 Ma9doLV1, Gil_ Plumbing - # of Fixtures ad Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SF '?- a 1- 17 Revised: June 30, 2015 Permit Application Page 1 of 1 RIBTRLtYENfa BuC IIIIIII Iilll IIIII IIIII Iilll IIIII Ilil IIII M GRANT MALOYr SEMINOLE COUNTY IakLjd=_Fl227M CLERK OF CIRCUIT COURT 6 COMPTROLLER BK 8969 Ps 837 (1P9S) NOTICE OF COMMENCEMENT RECORDED 08/1002010011:11:18 AM RECORDING FEES $10.00 State of Florida RECORDED BY hdevore County of Seminole — l Permit Number. 1 rg1ID Number. 17-20-31-502-0000- 0100 The undersigned heLfty gives notice that improvement will be made to certain real properly. and In accordance wM pCheitr 13, Florida SlsgAes, the 10Dwing I. ft.,atlon Is provded In ftNotice of Commencomerd. DESCRIPTION OF PROPERTY. (Legal description of tiro properly and steel address N ovellabb) Wyndham Preserve. PB 81 Pas 93-102, Lot 10 i Address: 3'lle4 `e..tr no,ra LseO sr.{n a F-L ','1'1 GENERAL DESCRIPTION OF ItIPROVENIENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florlde, LLC Address: 1405 Old Alabama Road, Sulte 200, Roswell, GA 30076 Fee Dimple Title Holder (if other than owner) Name: NA Address: CONTRACTOR: Name: Sterlight Homes Florida, LLC Address: 1064 Greenwood OW Sulte 124, Lake Mary, FL 32748 Pomona within Ow Stab of Florida Designated by Owner upon w110111 native or outer document may be oorvedas provided by Section 713.17(/)(b), Florida Statutes. Name: NA Address: In addltlon to htneeR, Owner Designates NA ot To receive a copy of the Uenor•s Notice as Provided In Section 713.13(1)(b), Fiortde Statutes. Expiration Dab of Notice of Commerrament (he exPlratlon dab b t year from deb of recording unless e dlRererd dab b epec1Sed) 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 WORKOR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated In N are true to Me best of my knowledge and belief. Feic I)vy-.tj own.. FtoMa Wi" 71&13(1xg): • TM own/r met Wpet. nab a mmwodnat w4 no wm elrme/ b.Osmllbd b vlp lnIle w by drd' Stab of it st i ae-- Counly orrri n elm The foregoing Ir Mmrr nt w, n e14 MOW1,001ped beforeme this ktd, by Q Ir lr lUl IPA.. who b personally known to me LT Norm OF; .an mMbp dorinwit OR who has produced IOentMleation type of Iderrlllkstion produced: Shayne Manual NOTARY PUBLIC STATE OF FLORIDA CWMW GG113111 E) ires &211ml Book8969/Page837 CFN# 2017080900 I! .a ezz l Page 1 of 1 http://officialrecordsbv.seminoleclerk. org/BrowserView/ 10/ 10/2017 Lur i D W," \ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / 7 Documented Construction Value: $ Loa , wig Job Address: vo" 30-i -t->a--I-, L ncQ Historic District: Yes No Parcel ID: 5 ,;-- Residential ErcommercialEl Type of Work: New9 Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone: 463- -::CJU 1 Fax: Title:-{e!f(-M,-V ( C` o<z—i-1 - Email: , e h(l a am ej 6 S+ar<14 Property Owner Information fY-S - ( Name ar l ahA- 4-iy S EC- LLC Phone: qO---k- C.Qq-4- 3-+0Q Street: 1 ' -i' P y ,p-1 v , , 5 2 1 d Resident of property?: QJa City, State Zip: L-ck-\(k —Ty1aALA SEC- 3;--ALP Contractor Information Name `3-i rk kgb3n tY i r U. Phone: 46-3" LQq::3" 3-46c6 Street:1(R t "-4 &Nr8 . , S W4 Fax: qI U'L 1 C%C7 City, State Zip: 1aL 1'Y1(ldl4 ,EL 3 Lo State License No.: QC-C-1 S -- Architect/Engineer Information Name: rint s l E' 't'1 _ , T Phone: SOo i Street: 9 - , Ste. \5Z> Fax: .. City, St, Zip: _ (- A E-mail: S1 i rat sal herr,) kp.0 Bonding Company: Address: Mortgage Lender:- ' Jl 14 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: 51h 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 ofthis 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 ofFlorida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time ofpermit 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 effdct 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 t I risk&[ Print Owner/Agent's Name Signature ofNotary -Sate of Florida aMy OT PUBLIC STATE OF FLORIDA Comm# GG113111 tier II F rnlms 6/21/2021 Owner/Agent is Produced ID or Signature of Contractor/Agent Date 2dCX__C_k_ ids, tlP-l-S Print Contractor/Agent's Name Signature ofNo -State ofFlorida U Date Sheyne Mange[ c NOTARY PUBLIC STATE OF FLORIDA Comm# Contractor/Agen isown a or Produced ID Type 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application. r 1877-11 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 3764 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0100 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: 0 New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL 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: 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 W, the best available information used to determine the base flood elevation is: BP# 17-2370 Reviewed by: Michael Cash, CFM Date: August s, 2017 a 0 oo Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & 187_9 Landscaping in Right -of -Way www.sonfordfl.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 Clty's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway on 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 xnorohM%bslow. size and location of the existing right-of-way and use shall be provided or application could be delayed. call betmyoediy. 1. Project Location/Address: 1+C_Lq I (YQ L 1 i c) 2. Proposed Activity: M-Di:lveway Ea -walkway Other: 3. Schedule of Work: Start Date Completion Date ( (Ell Emergency Repairs 4. Brief Description of Work: DIC-1op— C ill 1 k ILLI_)C `l This application is submitted by. Properly ONrtr ;;_ / 7 t] ' Signature: e%l' `' Print Name: F_Pt [. Address: t O V' I Phone: Na 6 Oft Ql Fax: Email;ur P ate: V2117 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 InstallalloMmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, slormwater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area In accordance with previously stated criteria, or completely restore the right-of-way to Its previous condition, the City shall, after appropriate notice, restore the area to Its previous condition at the Requestor's expense and, If necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, Indemnify, and hold harmless the City, Its councllpersons, agents, servants, oremploy- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses Incident thereto (Including costs of defense, settlement, and reasonable attorney's fees up to and Including an appeal), resulting in any fashion from or arising directly or Indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. Signature: Date: & A,h7 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pro -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Dale: Date: Date: Date: $_9 - Zo17 Date: November 2015 ROW Uso Drlveway.pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Er l\-{ i l::k- l,0i t O Project Name: M2S"V-(rcject Address: 341,A LCCQ Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Eric: KOM%n Print Name o enant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO Rev. 02/10/15) Print me f Gen. C for Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # xzA Faskv-kr Print Name of El. Contractor Signature of El. Contractor F _ =30Q1 D El. Contractor License # o Progress Energy o Florida Power and Light on / REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # 17-2370 Address: 3764 Saltmarsh LooD 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 ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final U iB-U G E4RM1I Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 5,110.00 Job Address: 3764 Saltmarsh Loop Historic District: Yes No Parcel ID: 17-20-31-502-0000-0100 Residential X Commercial Type of Work: New Z Addition Alteration Repair Demo Change of Use Move Description of Work: Install New AC with Duct Work and Venting 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 City, State Zip: Lake Mary, FL 32746 Resident of property?: NO 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: 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: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may 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 ofthe 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 ofOwner/Agent Print Owner/Agent'sName Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 44`il/14/17 Signature ofContractor/Agent Date Robert Kulp Print Contractor/Agent's Name _ 1/14/17 of Notary -State of Florida i* Notary Public Stale of Flonde WArionne C Rosenwinkel p• My commission GG 147035Expires1010102021 Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application WORK ORDER Job #: 33304 Date: 8/2/2017 144667 Subdivision Phase Bid I UU Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 1 1010 ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 3764 Saltmarsh Loop CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford JFL 132773 Model/Bldg: 2260 Magellan Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pump R410a Job Contact: S Woolwine A/H-1 or Furnace FB4CNP036L00 A/H-2 or Furnac( Job Phone: 4077301311 Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU-1 CH14NB03600G CU-2 Date Required: T'Stat: TH6220D1002 TStat: Filter Base AHU Location N/A 2nd FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient MUST BE ACCURATE AND COMP A/H-3 or Furnace A/H4 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: yes Zoning Brand: Honeywell/Johnstone Vent. Damper Y815DAID17 aty Builder calls inspection: yes Zone Kit #1 ZD1 EA1 calls inspection: no Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 402.56 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 IZD6 B Pass Damper #2 ZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 14 X Flue Pipe: X Grs.Stamped Returr 8 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 Ducl X Heat Recovery: X fan 80 cfm BFQ80 3 X Fresh Air: 1 X fan lite BFQF70 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 1.98 24.95 Rou hin 2,500.00 27.30 409.4304-Installation Labor 06-Piping Labor 7.00 119.00 Trim 2,500.00 14-Kitchen Vent Trim 02-MateriaUTax 1,274.65 01-Equipment/Tax 1,482.48 Permit 110.00 09-Permit/Other 110.00 011-Delivery Labor 1,421 17.95 20-Pull Material Labor 2 . 851 35.91 Total Contract: 5,110.00 2.501 42.5012-StartupLabor WESTERLY LINE OF THE NORTHEAST 1/4 OF SEC 17-20-31 BASIS OF BEARING) ql4u- /11 WYNDMAM PRESERVE - LOT 10 SPECIFIC PURPOSE SURVEY FORMBOARD) yys YFF L 66.9' LOT 10 AREA = 13,504 S.F. t 56.7' I SETBACK LINE ----------------- WYNDHAM PRESERVE LOT 10 PB 81, PG 93) DEMENSION NOTE: Proposed building dimensions shown hereon ore of the exterior. PROPOSED 2 STORY RESIDENCE 3764 SALTMARSH LOOP 0 Et° M 1m n p a t o mC° vc .o O q a a oW U. Y7 egg o iTaov z c ° o M o a 2260 MAGELLAN ELEVATION - S GARAGE - LEFT LAKE MARY BOULEVARD FO/t OAROpft.'7?. 0 oow 40'51 IF 129.38 LOT II CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 62.00' 059'25'30" 64.3D' 61.46' N 61.19'21" E C2 1071.45' 010'14'10" 191.42' 191.16' N 7F44'08" W C3 37.00' 180'00'00" 116.24' 74.00' S 89'40'51" W O.lE-Deed Book O-Water Meter O.R.-Official Records Book Do -Water Valve P.B. -Plot Book 1 f--Fire Hydrant Pg.-Pope AIC®-Reclaimed Water Meter Elev.-Elevotlon ACM:Reclaimed Water Valve Cone. -Concrete Coble Box SP-Brick Paver D-Telephone Box SW -Sidewalk ElscWc Box FFE-nnished Floor Elevation O-Utility PoleClCurbInletGuyPole GTI-Grote Top Inlet tight Pole P.U.E.-Public Utility Easement t--Guy Mchor RCP -Reinforced Cone. Pipe OU---Ovorhsod Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS -No Comer Set (Falb in Water) G janitary Sewer ManholeSF -Square Feet Ewa -Electric Handhole D.U.E.-Droirwpqa Ulilibiy Easement Coo -Clean Out FMGD-MAC tJAI &DISK XVDLG-Irrigation Control Valve P.K.-Porr Kolon Nailke lx -SignSIRSIR-Set 1/2" Iron Rod L97768 WOO -Cote Water Valve SPKD-Set P.K. & Disk LB7768 Gos Meter FIR -Found 1/2' Iron Rod L07768 rr -Existing Crude FlP-Found 1 2" Iron Pipe L87763 FPKO-Found PX Nail & Cl -Blow-off Valve DrainageDickLB7768 FCM-Found 4'x4" Concrete Flow Direction Proposed Design Crude Monument PRM L87778 As-0uIIVExIrUn Grada Note: Some items in above leaen mov not be ODDicoble7 CONC VARIABLE WIDTH R/W PER EAST LAKE MARY BOULEVARD R/W MAP COUNTY PROJECT PS-0137 I B20, UFFERtyTM' LANpSCAPLL, d SIDE1y E, E SE IEvj•K 3 / 10 UT 0J Gv O• SED,'S' _ pvp .?P 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. Roods, walks, and other similar items shown hereon were token from engineering plans and ore subject to survey. 3. Elevations shown hereon are in leaf and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction pion for 1VYNOHAM PRESERVE City of Sanford Seminole County, Florida. 5. This Specific Purpose Survey is for the location and elevation of the formboards only (THIS IS NOT A BOUNDARY SURVEY) I^ LOT 9 BuUdling Setbacks Setbacks: Per construction plans for VYNDHAM PRESERVE', City of Sanford. Seminole County, Florida. Front - 25' Rear - 20' Side - 5' BUELDU4G 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. 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 17 DESCRIPTION: LOT 10, according to the plat of "WYNDHAM PRESERVE" thereof as recorded in Plat Book 81, page 93 of the Public Records, Seminole County, Florida 1 L '. This certifies t oro irrd. foy described property was made and l)oedts the Standards of Practise set f {1 pp ¢fllo 'g6*d%V1 Professional Surveyors & MD • n 14droter w-w, Fligido Administrative code. pursuant to Secullp 4112.027, Pbdo Statutes. s j o° F a' 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Ucensed Business No. LB 7768 GeoPdnt Surveying, Inc. ames D. lner L$691$ FIARIDAPROFESSIONALSURVEYOR & MAPPER NO. . _5 Checked:JDl P.C.: Doto Sle:erbwnEad-plot 3/ 17 pwg:Brtnsfml-Id10 FOrder No.:RAISEDS NOT VALID WRHOIJf THE SIGNATURE AND THE ORIGINAL Oi A RIDALIC1% SU RAND MAPP TWN. 20 S. - RNG. 31 E 1 Field Bk: '- 00 % CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:) 7 — Z 7D Documented Construction Value: S Job Address: 37 C y II-mQ Parcel ID• Historic District: Yes No Residential Commercial Type of Work: New K Addition Alteration Repair Demo Change of Use Move Description of Work: Mal , 1 / rii n c- n K „ A Plan Review Contact Person: Title: Phone; Fax: Email: L Property Owner Information Name 1 Phone: ' Y , (OC 2 Street: Resident of ro e PPrty? City, State Zip: 3c b Contractor Information ,,ll I_ 1 L4 ( Name (' Phone: L} V7 - .P - zi %Q( 7 Street: " C,(` k"_r, l [ ) C JII Fax: _ %O% (D + _ 9 Q r 1 City, State Zip:,%U[. nJ-p r k r1.,-:UJ8_q State License No.: 1,OM3OQ(p Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED ANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULTWITHYOURLENDERORANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. Applicationis hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced priortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be Inscribed with the date or application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application 00 - NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance ofpermit is verification that 1 will notify the owner ofthe property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment ofa plan review fee at the time ofpermit submittal. A copy ofthe executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. J/a1» Signature of Owner/Agent Date -nature ofContractor/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 rr Lnt ontractorr/n/ Agent's Name Signature of Notary -State of Florida 1,AVF Dateo ,.... 4F FAMELAS TERNUS Commission N GG 110622 9 Expires August?, 2021 o n' 6nbaanwauoxtnmalrsarixs Contractor/Agent ixX 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: 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 ow- CITY OF SANF BUILDING & FIRE PREVEN' PERMIT APPLICA' Application No: Documented Construction Value: S 23-3-0 Job Address: 3—We4 c5aJ.frrc-f -slN LoW Historic District: Yes No Parcel ID: Residential Commercial Type of Work:. New 13 Addition Alteration Repair Demo Change of Use Move Description of Work: YlLx.v b Plan Review Contact Phone: Name 1 Street: cx,C ,akCA i V P)o-ru5 weft to bcA-k' W e - Title: Fax: Email: C-k-t cA,-tr f Property Owner Information Phone: c> ry)2c,eJ1a r t k.i e t i-4 . CCci Resident of property? *- City, State Zip: . Contractor Information Name ' J Ka Qi Lr_,22 61 nc, Phone: Street: Fax: _ 2.-LY3-3E i Yo -- Z,4c> - Y4 am City, State Zip: (Qr4 0-0,4 a , 6- 32.YZLr State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: o2o3y 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 install a,tiop has commenced prior to the issuance of a permit and that all work will be performed to meet standards ofall laws regulating cons tion in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, ools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 50, Edition (2014) Florida Building 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 ma befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as termanagementdistricts, 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 requites payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requ redinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmital. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issue , inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction va ue, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature ofNotary -State ofFlorida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Rs -7 Vf-k Print Contractor/Agent' ame Signature otary-State of Florida Date PAT SUSI MY COMMISSION 4 FF 12M A EXPIRES: August 25, 2018 7 e' BOWW TT" Notary Pu* Undervmuen ¢ IIL.• •p..n-.s..Y • en is ersonally 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: COMMENTS: UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 9507 Stale Road 52 Hudson. FL 34669 123 Miller Road Valdco, FL 33594 or 9701 Bachman Road Orlando, FL 32824 Established 1973 www.RJKlalty.com 727-853-5486 813-661-0707 k t 407-855-2636 State License 8 CF-CO203 R.J. KiELTY Page: 1OF Proposal No: 717-13530 PLUMBING • HEATING • COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Magellan - 2260 Lake Mary FL 32746 We Propose hereby to furnish material and labor - complete in accordance with specifications below for the Sum of: $7,760.00 Payment to be made as follows: 400/6 Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All work to be pleted in a workman like manner according to standard practices. Any alteration or deviation d upon written orders, and will become an extra charge over and above the estimate. AAfromspecificationsbelowInvolvingextracostswill agreements contingent upon strikes, aocade r del covered by worker's compensation Ins ce. xec only yond our control. Owner to;r rare. tp do, aqdv+ r necessary insurance. Our workers are 1 U , AUTHORIZED SIGNATURE: THIS PROPOSAL MAY BE WIT RAWN IF NOT ACCEPTED IN 30 DA We hereby submit spedfl s and tes for: Master Bath Up 1 Shower Sterling Accord 60x34 Base 72270100 White With Walls And Moen Chateau TL782 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath Up 1 Tub Sterling Accord 6040 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet 3rd Bath ' 1 Tub Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up Uarues 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Baddilling Included For Sewer 6 Water Only (Slab Backfilling By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per toot 40' Water Allowance; Additional $3 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 - Theaboveprices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be madeoutlinedabove. 1 agree to pay reasonable altomey's tees court costs in the event of legal action. A monthly service charge of 1 112% will be added afterdays, Any sewer taps deeper than 412 feet or requires badthoe or dewatering will be an extra charge. SIGNED. DATE OF ACCEPTANCE & PAGE Branch: Hudson Last Edit By: Last Edit Date: 7/272017 COUNTY OF SEMINOLE IMPACT FEE STATEMENT 1 STATEMENT NUMBER: 17100005 BUILDING APPLICATION #: 17-10000530 BUILDING PERMIT NUMBER: 17-10000530 DATE: August 07, 2017 l/ 9 UNIT ADDRESS: SALTMARSH LP 3764 17-20-31-502-0000-0100 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 AVE ORLANDO FL 32801 LAND USE: SFR DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3764 SALTMARSH LOOP / LOT 10 SFR WYNDAM PRESERVE FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS N/A Housing 00 1.000 dwl unitFIREnRESCUEmilyR 00 LIBRARY CO -WIDE ORD 00 Single FamilySCHOOLS Housing 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE ORD HouWg 5,000.00 1.000 dwl unit 5,000.00PARKS LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT D 5,759.00 STATEMENT p "q 0ARECEIVEDBY: SIGNATURE:, PLEASE PRINT N E) DATE: L O NOTE TO RECEIVING SIGNATORY&PLICANT: FAILURE TO NOTIFY OWNER ANDENSURETIMELYPAYMENTMAYREESULTINYOURLIABILITYFORTHEFEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** \ PERSONS ARE ADVISED THAT TH}[IS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ^ ISSUANCE OF A BUILDING PEERRMMIT. UPERSONSAREALSOADVISEDTHATANYRIGHTSOFTHEAPPLICANT, OR OWNER, \ TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVEBUTNOTLATERTHANCERTIFICATEOFOCCUPANCYOROCCUPANCY. THk REQUEST FOR REVIEWMUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIR§T STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORDBUILDINGDEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHEtOPLEFTOFTHISSTATEMENT. 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. FINAL BOUNDARY SURVEY WYNDHAM PRESERVE - LOT 10 1_, - a3-7> 1 amp cN WYNDHAM PRESERVE w o LOT 10 PB 81, PG 93) V LLI CIO DRY ENSION NOTE: Proposed building dimensions shown hereon are of the exterior. WESTERLY LINE OF THE NORTHEAST 1/4 OF SEC 17-20-31 BASIS OF BEARING) I oI V% a m a Q rh I OI L h SIR J FQ J CV 66.9' - I I I I 1 I 1 LOT 10 A/C P AREA = 13,504 S.F. t 56.7' SETBACK LINE (TYP), 2 STORY RESIDENCE 3764 SALTMARSH LOOP FFE = 32.10' 0 to m t 5 v c •p 0 = a qoW ip G o b> oornz% zco c m O LAKE MARY BOULEVARD VARIABLE WIDTH R/W PER EAST LAKE MARY BOULEVARD R/W MAP COUNTY PROJECT PS-0137 20, ERILI7'y APE1-4 BUFFOSL S, LAN , EA1DEWAL ' 403 --- _ — _ E 4EN7K— CDHC r R S3' Nick a On SOUTH 0O(/Na4RY IUNEorLOTr0 N89'40151 IF 129.38 LOT 11 CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 62.00' 059'25'30" 64.30' 61.46' N 61'19'21" E C2 1071.45' 010'14'10" 191.42' 191.16' N 7844'08" W C3 37,00' 180'00'00" 116.24' 74.00' IS 89'40'51" W C4 1 37.00' 091-21.15" 58.99' 1 52.94' S 45'21'28" W 4J1 mom LEGEND:ADUSSD-Access/Draino a UtiliUco SidewalkLB -Licensed usinesa 9 / / rLB—LB B-Backflow, Preventer Sight Distance Easement S -Survey PRM -Permanent Ref. Monument R -Reported PCP -Permonent Control Point D -Description FP&L -Flordo Power & Light P -Plat FFE -Finish Floor Elevation D. . -Deed Book Water Meter O.R.-Official Records Book DG-Water Volvo P.B.-Plot Book f-Fire Hydrant Pg.-Page R+C®-Reclaimed Water Meter Elev.-Elevation RCM -Reclaimed Water Valve Conc. -Concrete Coble Box BP -Brick Paver ID -Telephone Box SW -Sidewalk EI-Electric Box FFE-Finished Floor Elevation 0-Utility PoleCI -Curb Inlet Guy Pole GTI-Grote Top Inlet 9-Light Pole P.U.E.-Public Utility Easement Guy AnchorRCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride O-Storm Sewer Manhole NCS-No Comer Set (Falls in Water) G-Sonitary Sewer ManholeSF -Square Feet ENNo -Electric Handhole D.U.E.-Drains a Utility Easement Coo -Clean Out FMGD-MAG NAI &DISK XVD4-Irrigation Control Valve P.K. -Porker Kolon Nail I' -SignSIR -Set 1/2" Iron Rod LB7768 WP4-Gate Water Valve SPKD-Set P.K. & Disk LB7768 Gas Meter FIR -Found 1/2" Iron Rod L87768 119-Existing GradeFlP -Found 1 /2" Iron Pipe LB7768 FPKD-Found Cl -Blow-off Valve P.K. Nail & Disk LB7768 Drainage Flow Direction FCM-Found 4"x4" Concrete Proposed Design Grade Monument PRM LB7778 TnL1-An-Ruiit/FYivHnn rmd" Description I Date I Dwn.ICk'd I P.C.10rder No. PROPOSED'5' CONC SIDE*ALK 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 plat of WYNDHAM PRESERVE City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1" - 20'. 7. All boundary line dimensions are field measured unless otherwise noted. LOT 9 N06008148 "E o o N GQ ` mudding Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' 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. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Mop Panel Number 12127C-0765H. in Flood Zone "A" DESCRIPTION: LOT 10, according to the plat of "WYNDHAM PRESERVE" thereof as recorded in Plat Book 81, page 93 of the Public Records, Seminole County, Florida Last Date of Field Surve . 1 22 2018 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751wasmadeundermysupervisionandmeetstheStandardsofPhone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors &Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768code, pursuant to Section 472.027, Florida Statutes. GeoPoint Surveying, Inc. es D. ORIDA PROFESSIONAL SURVEYOR & MAPPER NO. LS6915 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL r rown: MTP Checked: JDL P.C.: Data File:BrfaaonEast-Plat ate:1/24/18 Dwg:Bds=nE=t-lotto Order No.: EC. 17 - TWN. 20 S. - RNG. 31 E. I Field Bk: -- RECORD CO FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 10 - 2260 SR Builder Name: Starlight Homes Street: City, Permit Office: Seminole_gou-ty OState, Zip: Sanford , FL , 32773 Permit Number.# 1 nSANORDOwner. Jurisdiction: Design Location: FL, Sanford County:: Sao a Florida Climate Zone 2 I. New construction or existing New (From Plans) 9. Wall Types (2502.6 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1212.50 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1028.80 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 261.31 ft' 4. Number of Bedrooms 4 d. WA R= ft' 5. Is this a worst case? No 10. Ceiling Types (1324.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1324.00 ft' 6. Conditioned floor area above grade (ft) 2260 b. N/A R= ft' Conditioned floor area below grade (fF) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(191.0 sqft.) Description Area a. Sup: Attic, Ret: Floor 2, AM: Floor 2 6 452 a. U-Factor. Dbl, U=0.34 150.00 ft' SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 36.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiencyd. U-Factor. N/A fe a. Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.258 14. Hot water systems 8. Floor Types (1324.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1002.00 ft' b. Conservation features EF: 0.950 b. Floor over Garage R=19.0 275.00 ft' None c. other (see details) R= 47.00 ft' 15. Credits Pstat Glass/Floor Area: 0.085 Total Proposed Modified Loads: 64.46 PASSTotalBaselineLoads: 65.54 1 hereby certify that the plans and specifications covered by Review of the plans and t Sr9TFthiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythisOgt1E e O Code. calculation indicates compliance y .,, a==•ap1_ rJ with the Florida Energy Code. PREPARED BY: % 71? Before construction is completedCAr DATE: 2 this building will be inspected for rf)y a compliance with Section 553.908 Id.l 1 hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy ode. COp WyE v OWNER/AGENT: BUILDING OFFICIAL' DATE: DATE: Q•'aL / - / Z 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 Qn 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 Qn for whole house. 6/20/2017 9:58 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot 10 - 2260 SR Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2260 Lot # 10 Owner. Total Stories: 2 Block/SubDivision: Wyndham of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford, Family Type: Single-family FL, 32773 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2260 19508.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infi11D Finished Cooled Heated 1 Floor 1 1002 9318.6 Yes 5 1 1 Yes Yes Yes 2 Floor 2 1258 10189.8 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Floor 1 109.3 ft 0 1002 ft' 0 0 1 2 Raised Floor Floor 2 — __ 47 ft' 0 0 0 1 3 Floor over Garage Floor 2 __ __ 275 ft° 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1481 ft= 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1324 ft' N N 6/20/2017 9:58 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 IF FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Floor 2 30 Blown 1324 ft' 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 N Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9 ft' 0 0.25 0.6 0 2 N Exterior Concrete Block - Int Insul Floor 1 4.1 33 6 9 5 315.5 ft' 0 0 0.6 0 3 E Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 4 E Exterior Concrete Block - Int Insul Floor 1 4.1 7 3 9 5 68.3 ft' 0 0 0.6 0 5 S Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9 ft' 0 0.25 0.6 0 6 S Exterior Concrete Block - Int Insul Floor 1 4.1 40 6 9 5 381.4 ft' 0 0 0.6 0 7 W Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 fP 0 0.25 0.6 0 8 W Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 5 263.7 ft' 0 0 0.6 0 9 E Garage Frame - Wood Floor 1 13 27 9 9 5 261.3 ft' 0 0.25 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Floor 1 None 39 3 6 10 20.5 ft' 2 Wood Floor 1 None 39 2 10 6 10 19.3 ft' WINDOWS Orientation shown is the entered. Proposed orientation. Wall Overhang V Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 n 2 None Low-E Double Yes 0.34 0.26 15.0 ft' 1 ft 0 in 11 ft 0 in None None 2 e 3 None Low-E Double Yes 0.34 0.26 15.0 ft' 1 ft 0 in 1 ft 0 in None None 3 e 3 None Low-E Double Yes 0.34 0.26 30.0 W 1 ft 0 in 4 ft 0 in None None 4 w 7 None Low-E Double Yes 0.34 0.26 60.0 ft' 1 ft 0 in 1 ft 0 in None None 5 W 8 None Low-E Double Yes 0.34 0.26 30.0 ft' 1 ft 0 in 11 ft 0 in None None 6 W 8 Vinyl Low-E Double Yes 0.58 0.25 41.0 ft' 1 ft 0 in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 411 ft' 384 fl' 64 ft 9.3 ft 0 INFILTRATION Scope Method SA CFM 50 ELA EQLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000384 2276 124.95 234.98 3451 7 6/20/2017 9:58 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts I Electric Heat Pump Split HSPF:8.2 36 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 36 kBtu/hr 1080 cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cart # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft' DUCTS V # Supply — Location R-Value Area Return— Air Location Area Leakage Type Handier CFM 25 TOT CFM25 OUT ON RLF HVAC # Heat Cool 1 Attic 6 452 ft' Floor 2 113 ft' Prop. Leak Free Floor 2 cfm 67.8 ctm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Coolin Jan Feb Mar Heating Jan HFeb WMarVentinJanFebMar Ceiling Fans: Apr [ ] May Jun Jul AuEApr [ ]May Jun Jul AugX] A r [ ]Ma Jun Jul Au SeSep Sep Oct x) Oct NovkiNov Oct Nov Dec Dec Dec Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 Hours 4 5 6 7 8 9 10 11 12 Cooling (WD) Cooling (WEH) Heating (WD) Heating (WEH) AM 78 PM 80 AM 78 PM 78 AM 66 PM 68 AM 66 PM 68 78 78 80 78 78 78 78 78 66 66 68 68 66 66 68 68 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 68 68 66 68 68 68 66 66 68 68 68 68 68 68 78 78 78 78 68 68 68 68 80 78 78 78 68 68 68 68 80 80 78 78 78 78 78 78 68 68 68 66 68 68 68 66 80 78 78 78 68 66 68 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 47 0 0 1 - Electric Heat Pump 1 - Central Unit El 6/20/2017 9:58 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 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 (ft) 7. Windows" Description a. U-Factor. Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor. N/A SHGC: d. U-Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c. other (see details) Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1212.50 ftib. Concrete Block - Int Insul, Exterior R=4.1 1028.80 ft 1 c. Frame - Wood, Adjacent R=13.0 261.31 ft' 4 d. WA R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1324.00 W 2260 b. N/A R= ft' c. N/A R= ft' Area Ducts R ft' 150.00 ft' a. Sup: Attic, Ret: Floor 2. AH: Floor 2a. 6 452 41.00 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 36.0 SEER:14.00 ft' 1.000 ft. 0.258 Insulation Area R=0.0 1002.00 ft' R=19.0 275.00 ft' R= 47.00 ft' 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: I a.,,, Date: Tl--V4 )17::; Address of New Home: r n r% I City/FL Zip: - l kBtu/hr Efficiency 36.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. 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. 6/20/2017 9:58 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 10 - 2260 SR Builder Name: Starlight Homes 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. Comers 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 6/20/2017 9:58 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 10 - 2260 SR 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:: 2260 sq.ft. Cond. Volume: 19508 cu ft. Envelope Leakage Test Results Regression Data: q rl R: Single or Multi Point Test Data I I HOUSE PRESSURE I FLOW: I Leakage Characteristics CFM(50): ELA: EqLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air 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. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: 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: 6/20/2017 9:58 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 10 - 2260 SR 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 Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide byLeakage Total Conditioned Floor Area) On,Out) I certify the tested duct leakage to outside, On, is not greater than the proposed duct leakage Can specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: Kl;t: sr'rF WE 6/20/2017 9:58 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 op Project Summary Job: Starlight -Wyndham wrightsofte Date: 611612017 Entire House By: Energy Air, Inc Plan: 2260 S Magellan 5401 Energy Air, Cl. Orlando, FL 32810 Phone: 407-886.3729 Email: GRenner@energyair.com Web: wmN.energyair.com For: Lot 10 - 2260 SR, Starlight Homes Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Heating Summary Structure 17353 Btuh Ducts 2654 Btuh Central vent (47 cfm) 1319 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21327 Btuh Infiltration Method Simplified Construction quality Average Fireplaces g H 2310 gg0Co2310Area (ft2) Volume (ft3) 20003 20003 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 137 70 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO360000B AHRI ref 8068612 Efficiency 8.2 HSPF Heating input Heating output 33800 Btuh @ 470F Temperature rise 28 OF Actual air flow 1105 cfm Air flow factor 0.055 cfm/Btuh Static pressure 0. 50 in H2O Space thermostat Backup: Input = 5 kW, Output = 16034 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 19727 Btuh Ducts 3140 Btuh Central vent (47 cfm) 900 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 23767 Btuh Latent Cooling Equipment Load Sizing Structure 3073 Btuh Ducts 577 Btuh Central vent (47 cfm) 1382 Btuh Equipment latent load 5032 Btuh Equipment total load 28799 Btuh Req. total capacity at 0.70 SHR 2.8 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO360000B Coil FB4CNP036L AHRI ref 8068612 Efficiency 11.7 EER, 14 SEER Sensible cooling 23100 Btuh Latent cooling 9900 Btuh Total cooling 33000 Btuh Actual air flow 1105 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0. 50 in H2O Load sensible heat ratio 0.83 Capacity balance point = 33 OF Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsoft' Ri ht- Suile® Universal 2017 17.0.08 RSU17013 2017-Jun-20 09:age I 9 Page 4r-(;K ... Speck\ Wyndham Preserve\Lot 10 - 2260 SR.rup Cale = WS Front Door laces E a wrightsoft, Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air, Cl, Orlando, FL 32810 Phone. 407-8W3729 Email: GRenner@energyeir com Web: wMr energyair.com For: Lot 10 - 2260 SR, Starlight Homes Sanford, FL 32773 Design Conditions Job: Starlight - Wyndham Date: 6116/2017 By: Plan: 2260 S Magellan Outdoor design DB: 92.6°F Sensible gain: 23767 Btuh Entering coil DB: 75.8°F Outdoor design WB: 75.9°F Latent gain: 5032 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 28799 Btuh Indoor RH: 50% Estimated airflow: 1105 cfm Manufacturers Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1105 cfm Sensible capacity: 23961 Btuh 101 % of load Latent capacity: 6713 Btuh 133% of load Total capacity: 30674 Btuh 107% of load SHR: 78% Design Conditions Outdoor design DB: 44.2°F Heat loss: 21327 Btuh Entering coil DB: 68.9°F Indoor design DB: 70.0°F Manufacturers Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1105 cfm Output capacity: 33000 Btuh 155% of load Capacity balance: 33 OF Supplemental heat required: 0 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1105 cfm Output capacity: 4.7 kW 75% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. 2017-Jun-20 09:52:28wrightSOft• Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 Speck\Wyndham Preserve\Lot 10 - 2260 SR.rup Cale = W8 Front Door faces: E i Duct System Summary Job: Starlight - Wyndham wrightsoft' y Date: 6/16/2017 Entire House By: Energy Air, Inc Plan: 2260 S Magellan 5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-886.3729 Email: GRenner@energyaircom Web: wmv.energyair.com For: Lot 10 - 2260 SR, 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 0.136 in/100ft 1105 cfm Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.136 in/100ft 1105 cfm 205 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bath 2 h 109 6 5 0.162 4.0 Ox 0 VIFx 27.5 145.0 st2 Bed 4 c 1648 75 80 0.185 6.0 Ox 0 VIFx 21.5 130.0 stl Bede -A h 1814 100 46 0.164 7.0 Ox 0 VIFx 31.0 140.0 st2 Foyer -A h 2978 164 67 0.176 8.0 Ox 0 VIFx 19.4 140.0 st2 Laun c 683 4 33 0.268 4.0 Ox 0 VIFx 9.3 95.0 Loll c 3293 125 159 0.284 7.0 Ox 0 VIFx 3.5 95.0 ba2 c 172 5 8 0.186 4.0 Ox 0 VIFX 20.3 130.0 stl br3 c 1648 74 80 0.183 6.0 Ox 0 VIFx 22.7 130.0 stl kit -fam c 4290 198 207 0.136 9.0 Ox 0 VIFx 40.2 165.0 st3 kit -fam-A c 4290 198 207 0.138 9.0 Ox 0 VIFx 38.5 165.0 st3 m be h 365 20 17 0.241 4.0 OX 0 VIFx 16.0 100.0 m br c 2821 94 136 0.245 7.0 Ox 0 VIFx 14.4 100.0 Rio h 396 22 20 0.172 4.0 Ox0 VIFx 28.1 135.0 stl wic3 c 67 2 3 0.188 4.0 Ox 0 VIFx 19.3 130.0 stl v"c4 c 739 18 36 0.179 4.0 Ox 0 VIFx 26.0 130.0 stl Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk stl Peak AVF 196 226 0.172 512 9.0 0 x 0 VinlFlx st3 Peak AVF 396 415 0.136 528 12.0 0 x 0 VinlFlx st2 st2 Peak AVF 666 533 0.136 623 14.0 0 x 0 VinlFlx Bold/itelic values have been manually overridden 2017-Jun-20 09:52 28 t:, wrightsoft• Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 iCM ... Specific\Wyndham Preserve\Lot 10 - 2260 SR.rup Calc = W8 Front Dow faces: E 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 rb3 Ox 0 1105 1105 0 0 0 0 Ox 0 VIFx 2017-Jun-20 09:52:28 wrightSOW Right -Suite® Universal 2017 17.0.08 RSU17013 Page 2 ACCK ... Specdic\Wyndham PreservelLot 10 - 2260 SR.rup Calc = W8 Front Door faces: E Job M Starlight - Wyndham Performed for: Lot 10 - 2260 SR 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 PVTW Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.08 RSU17013 2017-Jun-20 09:52,42 am Preserve\Lot 10 - 2260 SR.rup P BGVTR 11 level 2 AHU ON METAL STAND 3.0 TON 240V /5KW HP m br Loft 18x8 12x6 12 x 6 136 cfm 159 cfm 33 cfm Sup Riser I 24 x 18 14 " 1105 cfm 4 7" . 7„ 8x4 4 , 20 cfm c m ba Laun 2 P VTR E O PVTR O In 8x4 22 cfm 8 cfm p 4' 10x6 61, 6 " 80 cfm 14x6 14x6 10x6 80 cfm 4" wic3 8 x 4 3 cfm ic4 bra Bed 8 x 4 6 CFrr Job #: Starlight - Wyndham Energy Air, Inc Scale: 1/8" = 1'0" Performed for. Page 2 Lot 10 - 2260 SR 5401 Energy Air, Ct RightSuheS Universal 2017 Orlando, FL 32810 17.0.08 RSU17013 Sanford, FL 32773 Phone. 407-886-3729 2017,1un-20 09:52:42 am Preserve Lot 10 - 2260 SR.rup www.energyair.com GRenner@energyair.com ZONINv.-(WDAT- 10L WYNDHAM PRESERVE - LOT 10 Ok to construct single family home with setbacks and impervious area shown on plan. %5 . "119 ". ZZ 0O Cv'10,\lays I (*L. 1, U M V C LJIA 1 /`1 i r\D L L NO. RADIUS DELTA ARC CHORD BEARING C 1 62.00' 059'25'30" 64.30' 61.46' N 61' 19'21 " E C2 1071.45' 010' 14' 10" 191.42' 191.16' N 78'44'08" W C3 37.00' I 18700'00" 116.24' 74.00' S 89'40'51" W WESTERLY LINE OF THE NORTHEAST 1/4 OF SEC 17-20-31 BASIS OF BEARING) POINT OF COMMENCEMENT NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SECTION 17-20-31 r CCR #55989 I lis . J illlllllllll I OD Z rrC NCI m- Z kl e O 9QN N N89140'51 " I 25.00T I 3 V 66.9' LOT 10 AREA = 13,504 S.F. ± 56.7' N89'40'51 PLOT PLAN WYNDHAM PRESERVE LOT 10 Proposed) DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. PROPOSED 2 STORY RESIDENCE 3764 SALTMARSH LOOP 2260 MAGELLAN ELEVATION - S GARAGE -LEFT LOT 9g 1 19 J F GWo>• m V O V) 00 m V) t o 0 . 0 W vauo c J2 o Z •0 v W W WE M c 0vvN m J LAKE MARY BOULEVARD VARIABLE WIDTH R/W PER EAST LAKE MARY BOULEVARD R/W MAP COUNTY PROJECT PS-0137 20, R IDEL E SEMEiVT oRCy" 0 `32o COCOSF Sa_ to A/c P40 I— POINT OF I BEGINNING LOT 11 129. 38 1 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: PROPOSED / 5' CONC SIDEI IALK r 10 V EN AsEMi Building Setbacks Setbacks: Per construction plans for COMMENCE at the Northwest corner of the Northeast 114 of said Section 17, run thence along WYNDHAM PRESERVE", City of Sanford, the West line of the Northeast 1/4 of said Section 17, S.00019'09"E., a distance of 329.64 feet; Seminole County, Florida. thence N.89040'51"E., a distance of 359.00 feet to the POINT OF BEGINNING; thence Front = 25' N.00019'09"W., a distance of 101.15 feet; thence Easterly, 191.42 feet along the arc of a Rear = 20' non - tangent curve to the left having a radius of 1071.45 feet and a central angle of 10014'10" Side = 5' chord bearing S.78044'08"E., 191.16 feet); thence S.06008'48"W., a distance of 33.79 feet; thence Southwesterly, 64.30 feet along the arc of a non -tangent curve to the left having a radius BUILDING LAYOUT NOTE: of 62.00 feet and a central angle of 59025'30" (chord bearing S.61019'21 "W., 61.46 feet); thence Contractor and owner are to verify all S.89"40'51"W., a distance of 129.38 feet; to the POINT OF BEGINNING. setbacks, building dimensions, and layout shown hereon prior to any construction, and Containing 7,180 Square feet, more or less. immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. r c.--rvw Gqul mans it,EGE1 TD:ADUSSD-Access Dmino a Utilities Sidewalk LB -Licensed usrnesa / 9 / / BFP- Bockflow Preventer Sight Distance Easement Survey PRM -Permanent Ref. Monument R - Reported PCP -Permanent Control Point IDS -Description FP&L -Florida Power &Light P - Plat FFE-Finish Floor Elevation D. B.-Deed Book Water Meter O. R.-Official Records Book 04-Water Valve P. B.-Plot Book Cr-Fire Hydrant Pg. - Page RCI® —Reclaimed Water Meter Elev.- Elevation RCD4-Reclaimed Water Volvo Cone. - Concrete Coble Box BP - Brick Paver m-Telephone Box SW - Sidewalk Electric Box FFE- Finished Floor Elevation S-Utility Pole CI -Curb Inlet Guy Pole GTI- Grote Top Inlet A -Light Pole P. U.E.-Public Utility Easement F--Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride Storm Sewer Manhole NCS - No Comer Set (Falls in Water) m-Sanitary Sewer Manhole SF -Square Feet 6}1Ho -Electric Handhole D. U.E. -Drainage/Utility Easement COO -Clean Out FMGD- MAG NAIL & DISK XYD4-Irrigation Control Valve P. K.-Porker Kolon Nail I' -sign SIR -Set 1/2" Iron Rod LB7768 WX-Gate Water Valve SPKD - Set P.K. & Disk LB7768 f Gas Meter FIR - Found 1/2" Iron Rod L87768 1' Grade ExistingFlP -Found 1/2' Iron Pie L87768 a -Blow-off Valve FPKD- Found P.K. Nail & Fig LB7768 `^m—Drainage Flow Direction FCM- Found 4'x4' Concrete o.o Proposed Design Grade MonumentPRML87778 o:z—As-Built/Existin Grad% Note: Some items in above leaen Amnot he enn icnhln Description I Date Dwn. Ck'd I P.C. I Order No. REVISED PRODUCT 1 8/16/17 MTP I JDL SURVEYOR' S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surve)ing, 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 '11VYNDHAM PRESERVE" City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for "WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 6. Proposed Information shown based on proposed/ supplied plan and/or Instructions per client (not field verified) . eeeeeee,, r/ P' low. ANLY amen D.0 '• ....•' a FLORIDA PRO IkEQdK41PER NO. LS6915 LOT AREA CALCULATIONS LOT = 13,504 SQ.FT. LIVING AREA= 1.002 SQ.FT. GARAGE 411 SQ.FT. . ENTRY = 48 SQ.FT. DRIVEWAY = 473 SQ.FT. PATIO = 100 SQ.Ff. WALKWAY 85 SQ.FT. A/ C PAD - 9 SQ.FT. IMPERVIOUS= 15.7 9" SOD = 11,376 SQ.FT. OFF LOT AREA CALCULATIONS R/ W 1,255 SQ.FT. APRON = 116 SQ.FT. SIDEWALK = 308 SQ.Fr. SOD = 184 SQ.FT. TOTAL AREA AREA = 14,759 SQ.FT. DRIVEWAY = 589 SQ.FT. SIDEWALK = 393 SQ.FT. SOD = 11,560 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 10, according to the plat of "VNYNDHAM 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 7788 GeoPoint_ Surveying, Inc. Drown: MTP I Checked: JDL I P.C.: IDato FlIe:BrissonW-Pbt Date: 06/20/17 Dwg:6rimmEost-tatt0 10rder No.: ^ SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field Bk: NOT VAUD WITHOUT THE 'SIGNATURE AND THE ORIGINAL RECORD COPY PALBMER ELECTRIC Starlight Homes 2260 Magellon, Wyndham Preserve LOAD CALCULATION June 9, 2017 1. HVAC LOADS (NEC 2011 - 220.82(001- (41) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.50 TON 6.30 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.97 KVA TOTAL LOAD FOR COMPRESOR @ 100% 6.30 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 11.29 KVA Il. GENERAL LOADS (NEC 2011-220.82(BNl)-(4)) LIGHTING 2260 Sq Ft C3u 3VA/Sq. Ft 6.78 KVA Qty KVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA 1 1.5 LAUNDRY CIRCUIT 1.50 KVA 1 5 DRYER CIRCUIT 5.00 KVA 5 STACK WASHER/DRYER 0\-D)NC 1 4.5 WATER HEATER (1) SAhFORD 4.50 KVA 4.5 WATER HEATER (2) 1 1.2 DISHWASHER 2 FpART 120 KVA 1 0.8 DISPOSAL(1) 0.80 KVA 0.8 DISPOSAL(2) 7.2 RANGE/OVEN (1) r 0 1 12 RANGE/OVEN (2) - 2 12.00 KVA 7.2 COOKTOP CIRCUIT # 1 7.2 SUMMER KITCHEN/JENAIR 1 2.5 MICROWAVE CIRCUIT 250 KVA 4.8 JACUZZI TUB CIRCUIT 12 50AW SAUNA/WHIRLPOOL 7.2 30AW POOL CIRCUIT 14.4 60AW POOL CIRCUIT 19.2 80A AP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 37.28 KVA 1ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) (Qo 40% 10.91 KVA SUB -TOTAL (GENERAL LOADS) (NEC 2011 - 220.82(B)) 20.91 0 KVA HVAC LOADS 11.29 KVA GENERAL LOADS 20.91 KVA TOTAL DEMAND LOAD (NEC 2011 - 220.82(A)) 32.20 KVA MINIMUM SERVICE SIZE 134.16 AMPS RECOMMENDED SERVICE SIZE 150 AMPS 0( Qa z"r- 7,Z60 1y(ke Eu i 4/28/2017 Florida Building Code Online fit s . -: ;..1 z;!• • ;u7r: • ifl of aaFSt't iKil•.___lTu• SCIS Home ( Log In i user Registration i Hot Topics i Submit Surcharge i Stats 8 Facts i Publications FBC Staff SCIS Site Map Links i Search i i kxi(kl r ®R; Product Approval USER: Public User Product Aoorovnl Menu > Pmdrct nr Aoollatlon Slgab > Anolication List > Application Detail FL Application Type tip Code Version Application Status kComments Archived 6 9 r Product Manufacturer i Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email f Quality Assurance Representative Address/Phone/Email i •' .,r?' '! l , ,; Category z ;;' `. Subcategory Compliance Method Certification Agency Validated By sr•:t ; Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By It n I„ Product Approval Method O FL158-R8 Revision 2014 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, CAST-CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrinoocastcrete.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 Miamf-Dade BCCO - CER Miami -Dade BCCO - VAL Standard ACI 318 ACI 530 Method 1 Option A Year 2011 2011 Date Submitted 04/29/2016 https.//www.11oridabuilding.org/pr/pr eppdtl.aspx?param=wGEVXOwIDquegl%2bT71%2fF192gnRzHNulc45pgLXkU6g%3d 1/2 4/28/2017 Florida Building Code Online Date Validated 05/06/2016 Date Pending FBC Approval Date Approved 05/06/2016 StirrriiiiaryofProducts 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 05/21/2027 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R8 11 NOA 14-0903.03.odf FLISB R8 If NOA 16-0126.03.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: an Wfxk Contact us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850.487•IB24 The Stale of Florida Is an AA/EEO employer. Coovriaht 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 mail. If you have any questions, please contact 550.487.1395. *Pursuant to Section 455.275(t), 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 we public record. It 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 dick bM. Product Approval Accepts: am 1gg M Credit Card Sate httpslAvww.noridabuilding.org(pr/pr app rill.aspx?param=wGEVXQwtDquegIa/o2bT71a/o2fF192gnRzHNulccj5pgL)(kU6g%3d 2/2 M 1AM I•DADE MIAIVII-DADE COUNTY e PRODUCT CONTROL. SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE AD1iUNLSTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (VOA) %Y%nv.miamidade.eov/ccoiwmv 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 Mianti Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to petfonn in the accepted manner, the manufacturer will incur lie expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 411, 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 Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24. 2003, last revision dated June 12, 2014, all signed and sealed by Craig Pan•ino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and their, has been no change in the applicable building code negatively affecting the performance ofthis 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 ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed -by the expiration date may be displayed in advertising literature.. Wany portion of the NOA is displayed, then it shall_ be done in its entirely. 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 revises NOA tt 13-0321.07 and consists ofthis page 1, evidence submitted pages F,-1, E-2 and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maker, P.E., M.S. NOA No.14-0903.03 MIAMI•DADECOUNTY ,u'!~ Expiration Date: 09/11/2018 i f/try Z o Approval Date: 10/09/2014 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 903-0605.04 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details" sheet 1 of 1, prepared by Craig Parrino, P.E., doled dlarch 24, 2003 arrd Drmving No. 014612, titled Cast -Crete 4 ", 6" & 12 " Lintel Sq% Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated rbtarch 24, 2003. last revision 01 dated April 28, 2003 both drmvings signed and sealed 4), Craig Parrino, P.E. B. TESTS 1. Test report on,nerural resting on 4 ", 612 " Precast Concrete Lbrtels Filled and Unfilled rllodels, total of (13) concrete lintel specimens, per ASTA1 E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by CIn•islopher A. Karrron, AE. C. CALCULATIONS 1. C'alculations.jor Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed bl+Craig Parrino, P.E. 2. Calculations for Cast-Crele Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrhro, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual forCart -Crete tllachhne rllade Precast Lintels revised art AI((), 1, 2002. 2. Cast -Crete Quality.Sisterrr dlamtal,for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drmving No. FD4612, tilled "Precast and Prestressed Lintel Details`, sheet I of 1, prepared by Craig Parrino, P.E., dated rllareh 24, 2003 and Drmving No. LT 4612, titled Cast - Crete 4 ", 6" & 12" Lintel S7je Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., doled Harch 24, 2003, last revision dated bkn-ch 11, 2008. B. TESTS 1. Noire. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami -Dade C'ornrtl, Building Code Compliance Oice. E. MATERIAL CERTIFICATIONS 1. Alone. HW ty A. Malcar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expirallou Date: 09/11/2018 Approval Date: 10/09/2014 E- 1 Casf-Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated Afa•ch 24.2003 andDrawing No. LT4612, titled "Cast -Crete 4", 6"& 12" Lintel Sgfe Load Tables", sheets l through 3 of 3, prepared by Craig Parrino, P.E., dated Alar•ch 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. F,., an 1far• ch 22, 2012. B. TESTS 1. Norre. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE By rbltan i-Dade Comfy Department of Permittnrg, Environment, and Regulator), Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Leper from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. Axone. B. TESTS 1. Nate. C. CALCULATIONS 1. tVorrc. D. QUALITY ASSURANCE 1, By A- iand-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. No re. Ublfuy A. Maicar, P.E., M.S. Product CoWrol Unit Supervisor NOA No. 14-0903.03 Expit- ation 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. Dirawing No. FD4612, tilled "Precast and Pi-estressed Lintel Details ", sheel 1 of 1, prepared by Craig Parrino, A E., dated kfarch 24, 2003 and Drawing iVo. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets I thi-ough 3 of3, prepared by Craig Parrino, AE., dated Mai-ch 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations_for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236. Prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Mianii-Dade Count), Depoi-tnient ofRogulatoiy mid Ecoiioniic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F, OTHER 1. Letter from Cast -Crete USA, h7c., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Corte, 2014 Edition. He1qIP2L Mn1mr, P.C., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Ante: 10/09/201 J E-3 1 AST" RETEO HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS le rtr.I u_-=- i lr n[eAtr . +• erersl seal u_Iwn d rere..r "_u m a own g" SOLID LINTEL DATA TARLE al 7 lt1i1.L'1 Lr] rs6rireiItr.n rzgmK()lil:m/muGSm n -d mr7G'i rj"Marlo:f"fAcam ocla aim 6" PRECAST U-LINTEL DATA TABLE r'araraE,v t®vno tltu m v<<i ^ Delimno m"r at:arI,t(, 17L9K..Ur, DMQav ESemi l=Killrtll:_ IrJT. M r7lirTI• r=mLl ar+• r$vr*9 r©1 rare nr, ravz r rnv rmRr?'7i 1 If 'L"JrldlSar7rTr Ire5mrr9O u rrrnrrarlQ r2nirllL rtrSar2!7a rravrrnFmr,, rr$rvrttal Mm am fif 'L•9 T.'?RRSL1 rrilro gil 'LT' Ct'9 mfff iR rtlu rra rur:: rrgvct o rE' rr-Rrrnrtz.urr vruse: r ra9 v Il `.._^J t]CJK rt7.i!S': [I1dROCiI v n-caQuawrruRi[r a_i"_Iut¢rrelcs^ ro ueyo 12' PRECAST U-LINTEL DATA TABLE E73r 1 t1 7 ti.•ll:t.la!LF i liQa mrOL^lriQGi-FAUNF, t MlRi>• avL"gfmaat[ari T L&LAPy"l Liam noat® m va 115" a11 1 I'll IEX"Ung UnME20F46iOrl.i\Ram Z" -Owl u®flcri rm c Ra`'' art>,_Ioa rtattr rice RF F3IEl®rt7!L", rTacaaKcR rt]LLI_lIntmmlnata n3clmurn- rtYtts-SIT rrr nmrtR: am s_+mclRrrL mevOcvKaMA[Ic.o r ERa rtus:..ltttma ri1_] a,oimv Qtll QFIR anti ri I (^ Ima+rlu:rE}a; ualy sacs+[Rt art er t arIv aoat:a T1 M"MIMIL. r 111a r .a.lu rr W Oi TYPE 'R' TYPE 'A' STIRI vw. W r1D rwMUV uuollAlm 6 no a0 ra rloalcl Arrm.u. r rlmalw a callow UIn on fAllat lc t[r1a11Ro M winlnw 1. a11a11M S IY TM W AM 43141 N. 14 09 P aW a Ime m =D ob • MO 11 1101 mia . 2101 K 0114 a All. "Is a MM M FKU MWKM or $GUM aa D AN MAID SWIM 1. MRtlR 5MMIM 01 . MM w MR ALL S M D It 11w ola oM 00 V Im lraaD cM Im OAllmc - I. lr raaSl UNMR; r.. no ro M . ma U-M roars ... 0= = aamlm al[ rrc Aaa -UK r1/. a. 111D1 S 0. SWILL Si aR W on 1 1 N a I IIII Swl Ow 1 snwl nm (AX DO r • d1 Il am IN=."a meow Im rw O.O RunualiEvlslalsomnD1YN'rxik% :W. "xw4 AcaP11 ml Or'o .03 R ` 'gyp, 401 - CRAIG PARRiNoq;L SEFFKftFL MU l1+` FL RE UC. NO. 44756 au: PRECAST AND PRESTRESSED LINTEL DETAILS iIa rinl oorlu-Ot1ri lr taw ANWI Mat, u Slalr 1,R1/KIl aaauo K DUD rump ra oum IWn SKM I or I GENERAL NOTES I) Y.bddc re a re•mf tri,W.,-t 3= Id emIc w "Iaaq• n1I. WJ ao alll°nFN.m at wibaNaAHs -t2 Fd 1••lar w ASIY QA IIIr Y w S t) M al. Ind %On •ud m MWa 4 bd ImiYl M.M1,a imtU e= tj Nd2 aan tbbIim0Naa1/3 :ld.• 1 3) flail. (d mew Md •d hed Wft 4) rt, mvlas b w.etad. Adbdm IM NOm Wwwdmd wade 40 HY ddd deed,. 4XKt'm014nL ) . I= pl I471p/ S) AF abb tad wand V310 MOedmTADIr-1 a bWsYebwargilaat/1N mbedi^ um bsaliWlrb alll° ayAMmYm now am" She. (ad i11eb m redr.L n e MCA lib W be Imldd ./ 4' d'rl•maaMrbw4d .W Ir dim 91 r. Od "I ea.Ml .III W mmdsbld m iee.°* rel: mwi=m midp VW lamed star d 6--" dmm ay damd aq/al 10) ILL - Rd med 11)-11 fWeftdearI.MIN!"dtMMWmdWt,1Wm'aF. TWEOFFS „ faaA710N 12rr- lum. ml vYa /.. Y.rO ro w s'1'a t"•en" l6-28/ 2T N"bl fRJ J L•"•I ,.P to N H"t0 M IrYaau F •', j, a '. Clri Yp G< Jr„•' ma j;y ti• CLT sm er lent rmms arumIrWYINAL vwm ly t• a 12' Uri b — m.,A dw d -.Ih S-I ba4 wAu t ft ..f tomxamdeb aNrd ed •Wudiq aid 13) tv ed•tar .mtr. d ida iYtd7d 'm adW .•wde -de m hm a 00* 4 d .Fee. WSW b amde e(y.oidlpOf" c--m •r aQa •/M..d mu% 11) lo06 daldd Mid for W eYitlnd badrgamm we I.OedB AN" "aw bd + HAId bdl tld lead S 1d Sd...KWbedSal. adc•dd bed 15) for mop idd heob at dmm• a ab W (Na at low bdp e..n 16) w i•d bell* 94 r- to aft b.d Gmr fad W4a N.0 dm.rl 13) Sok bads ea ufed•N.d daaN. bds 18) Sob redo herd a r4mal dtlaa ad" IN AO NO aid AO 31S N) AOdi• d triad boo ao.e'q ema ahtAr.d p Ob y p•d01q ddlo.d Kidded mt"W. salty .a6 0mN din the t.tel Sa ride! abr. SEE SAFE LATERAL LOAD TA110 FOR LOAD RATM FOR EACH AMMOPAL r %•yr.:• REINFORCED CIAU (RCYU) 1ty;a1 .:-•. FULL COURSE 1) %5 FEW FOR r UDOELS 1/2' ClA 11P 2) 15 RM FOR if LINTELS CR40 or GRW SAFE LOADS FOR 4" SOLID LINTELS 44m GRAVITY LENGTH TYPE 4S8 Y-6' ( 421 PRECAST 1180 4'-O' ( 481 PRECAST 959 4'-8' ( 541 PRECAST 789 5'-10-( 701 PRECAST 460 6'-6' ( 781 PRECAST 360 7'-6- ( 901 PRECAST 260 9'-4- ( 1121 PRECAST 156 10'-6'( 1261 PRECAST 116 12U8 t- 14- UPLIFT LATERAL TYPE LENGTH 4S8 4S8 S-6- ( 42' PRECAST 687 371 4'-0- ( 481 PRECAST 597 320 4'-6- ( 541 PRECAST 529 258 T-10-( 701 PRECAST 407 148 8'-6' ( 781 PRECAST 366 118 7'-6- ( 901 PRECAST 280 87 V-4- ( 1121 PRECAST 107 55 10'-6'( 126) PRECAST 152 4-:371 12FB 12F12 12F16 I r. .i sti`..,•.5. 6U8 6F8 6F12 6F18 • • y.> s • 1: 1 1s' : ; :•yL :•• 7. a' 1•! i.'Z.2's `.4?+} Lid r• asa '• .:: •.. _ • 9 •• 12F28 12F24 12F20 PRR0FA0cra8vlsro i 3' : * Btm" IldAryl oilh W FAANual'wQ' p_ % : CRAIG PAFUiINO InulAelU'. -,( o6F32 6F28 GF24 OF20 ••:5' R T SEFFNTJiRs 358a A/Ol:i( R.P.LUC"NQ44756A, obtaws h .. MEMBER OF mwCAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES S imm 3/31/03 f7M talc FARINA, F.C. - acm Ia13i 1 MM." Ual3 3mtl 100 3 SAF LATELOAD SAFEGRAVITYLOADSFOR6" PRECAST U-LINTELS FOR r PRECAST11NTELSSAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS m * Wm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE GUS 95-10 6F12-tGOF16-101IM-16W24-106F28-16932-16 Y- 6- (421 PRECAST 2332 2676 3692 5050 6148 7227 8297 9357 4'- 0' (481 PRECAST 2025 2313 3892 5050 6148 M7 8297 9357 V- 6- (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'- 10'001 PRECAST ' 1067 1260 2198 3557 5734 7227 8297 8225 6'- 6' (781 PRECAST 949 1078 18]1 2850 4328 6737 8297 9357 7'- 6- (901 PRECAST 779 83 1459 2188 3151 4524 6654 9357 9'- 4- (1121 PRECAST 564 660 1056 1523 2084 2795 3731 5017 10- 6'(1261 PRECAST 503 565 895 1270 1706 2236 2893 3747 1 V-4'(1361 PRECAST 457 513 805 1133 1507 1952 2492 3153 12'- C'(1441 PRECAST 425 477 744 1042 1377 1769 2236 2808 IS- 4-(1601 PRECAST 373 417 646 895 1170 1485 1832 U85 14'- O'(1651 PRECAST MI 392 605 935 1087 1373 1703 2087 17'- 4'(2081 PRECAST NR 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 M801 Or 7 y' i; .. 1P/ i "P41iIM SAFE LOAD PLF LENGTH TYPE 6U8 GF6 RCMU S- 6- (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 S- S' (781 PRECAST 263[277 157 7 - 6' (901 PRECAST 222 116 V- 4- (1127 PRECAST 173 74 10'- 6'(1261 PRECAST 151 58 11'- 4'(1361 PRECAST 139 49 12'- O-(1441 PRECAST 131 44 13'- 4'(1607 PRECAST 117 35 14'- O-(1687 PRECAST 111 32 W- 4'(2081 PRESTRESSED N.R. 130 1 21 SEE GENERAL NOTE 18 4 MM-4-M SAFE LOAD- POUNDS PER LINEAR FOOT LENGTH TYPE 6f8-11 6f12-11 6116-1T 6F20-1T 6F24-1T 6F28-1f 6f32-IT S- 6- (421 PRECAST 1412 2074 2715 3355 3997 46M 5279 4'- 0' (481 PRECAST 1225 IWO 2357 2913 3470 4027 4583 4'- 6' (541 PRECAST 1063 1592 2054 2577 3069 3562 4055 5'- 10'(701 PRECAST 31 1222 1600 1979 2357 2736 3114 6'- 6' (781 PRECAST 723 1097 1437 m 1777 2117 2457 2797 7'- 6- (901 PRECAST 048 863P1 124904 1544E 1840N 2135N 2431 9'- 4- (1In PRECAST 575 571m 9B0 1252 1492 1732 1972 10'- 6'(1261 PRECAST 514 46200 787 w 1121 13J6" 1551 1766 11'- 4-(1361 PRECAST 474 404to 685 1. 985 1213 1442 1645 IT- O'(1441 PRECAST 454 361 00619 8011 1093fu 1299 1506 12IS- 4-(1601 PRECAST 402 308 516c. 736 906 1076 1247 14'- O'(1681 PRECAST 368 29544 475 677 932 289 1145 IV17'- 412081 PRECAST 253 208to 338476585693803p THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 BR? P'`; CRAIGPAgRINO 79 SS/ONA.E;•, SEFFFNNER.R xiJ64FL. P.E.U0.N0.4475 atoaucr' t"VUSD B *, ) mWa.MMAWtimnuNw o ' mv, CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD T, m SAFE GRAVITY LOADS FOR 12" PRECAST U•LINTELS 441f9\ SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12u6 t2r0-Z8 lilt!-TI Ult6-38 12T26 2I Imo-28 1a26-38 11r77- Y-6- (411 PRECAST 3426 5000 5838 7619 9352 11060 12755 14438 4'-0' (481 PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6' (541 PRECAST 2395 3464 5504 7619 9352 11060 12755 14459 5'-10'(701 PRECAST t612 2320 3218 5234 8487 11060 12755 1443% 6'-6' (781 PRECAST 1353 1985 2579 4196 421 MOM 12755 144 7'-6- (901 PRECAST 1138 1626 2131 3218 4075 6756 9763 13524 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 755 10'-6'(1261 PRECAST 614 1043 1295 103 2515 3323 4334 5632 11'-4'(136-) PRECAST 518 945 1162 1649 2216 2693 3719 474 12'-0'(144-) PRECAST 456 878 1 1073 1513 2020 2617 3333J34O91S-4-(1601 PRECAST 359 767 926 1294 1709 2188 274314'-0-(16n PRECAST 321 720P 865 1204 1584 2017 245117'-4'(2081 PRECAST N.R. 451 631 881 1141 1428 1750, 19'-4'(2321 PRECAST NA 343t, 477 700 925 1152 1380 I) TK MOM w PME101M ME POEC04r a0== WR 0M 40 REED AWW NWX 59 QIIERA MR 110. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl 2" RECESS DOOR U-LINTELS lcmm`w SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE Im WWI l2Wl4- lilfl6- tar* 121M IM30 4'-4- (521 PRECAST 2538 2942 5468 75P 9640 11669 13679 15679 4'-6' (541 PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 5'-8' (651 PRECAST 1347 1841 3555 6395 9640 11669 13679 1567 5'-10'(701 PRECAST 1259 1758 3361 5954 9358 11569 13679 On PRECAST 924 14M 2M 4415 6884 1 1257 7 -6' (90 PRECAST 703 IT03 2157 3{9{ 5259 7922 9623 11370V-6- V-8' (I in PRECAST 389 643 1451 2157 3203 4427P 5417 p of MUM 11 rAMMESIS ME PMW AEOdC110145 ratWK40nMO40K0R618 $a GENM SM M 4 SAFE LATERAL LOADS eno 49- navrACT 11-1 WMI a 4mwi+m SAFE LOAD PLF LENGTH TYPE 12US 12F8 RCMU S-6- (4n PRECAST 1295 4841 393 4'-0' (4n PRECAST 1295 4841 299 4'-6- (541 PRECAST 1049 3922 2417yE 6-10'(7n PRECAST 681 2547 155 6'-6' (7n PRECAST 579 2167 1234,4 i-6' (9n PRECAST 474 1771 914' 9'-4- (1121 PRECAST 355 1326 5 10'-6'(1261 PRECAST 306 114-1 45 11'-4-(1361 PRECAST 278 1041 3 IT-0-(1441 PRECAST 260 971 34 I3'-4-(1607 PRECAST 229 857 278 14'-0-(1581PRECAST 216 809 251 17'-4'(2087 PRESTRESSED N.R. 632L 162-1 19'-4'(2321 PRESTRESSED N.R. 534 130P am ULM,% I.M.n10 4'- 4' (521 PRECAST 4'- 6'.(541 PRECAST 5'- 8- (68) PRECAST 5- 10-(70' PRECAST 6'- 8' (80-) PRECAST 7'- 8' (901 PRECAST 9'- 8- (I18-) PRECAST r _ I SEE GENERAL NOTES - SHEET 1 OF 3 z PLF SAFE UPLIFT LOADS FOR 12' PRECAST U-LINTELS w" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1218-21 12T12-2112F16-1112i20-2T IM4-11 m8-2T INJI-21 3'- 6- (421 PRECAST 1752 4287 5613 6938 0264 9559 10915 4'- 0' (481 PRECAST 2309 3721 4872 6023 7174 6325 9477 4'- 8' (541 PRECAST 2113 3291 4310 5328 6347 7365 8354 5'- 10-(701 PRECAST 1623 2527 3310 4092 4875 5658 6441 6'- 6' (787 PRECAST 1444 226 2972 3675 4318 5081 5754 7'- 6' (901 PRECAST 1261 1767 319/ 3w6 4417 5028 9'- 4- (1121 PRECAST 1028 1171 c 2006 2590 M 3563 4079 10'- 6'(126') PRECAST 920 917 1612 2281 278/ 3209 3653 I1'- 4'(1361 PRECAST 858 N 829 1404 1992 2441 2902 3364 12'- 0'(1441 PRECAST 811 753 1269, 17 2201 2616J 3032 IS- 4-(I60') PRECAST 61 1057 1465 1826 2169 2513 14'- O'(1601 PRECAST y 586 974 1365 1679 1993% 2309 17'- 4'(20n PRECAST 43 427 MP 964 1182 1402 1623 IV- 4'(232') PRECAST 370 593 817 1002 1187 11720 IPA IM I NAMIN FAWMCM ARE KKM 1tEDIC105 MR 0M 40 M9 AOOt71 NAM SEE GWFA OR 1K 4 SAFE UPLIFT LOADS FOR 12" PRECAST Wl 2" RECESS DOOR U-LINTELS 4CM1. 6— I SAFE LOAD -POUNDS PER LINEAR FOOT 4'- 4- (521 PRECAST 1626 12655 3746 4'- 6' (541 PRECAST 1558 2582 3602 5'- 8' (661 PRECAST 1210 2042 2850 5- 10'(70l PRECAST 1173 1954 2769 6'- 8- (801 PRECAST IM 1538 2426 7'- 8' (901 PRECAST 904 1226 216 9;; 8- (116') PRECAST 7034 771 1472E QJ'; .. • • • .. , 1I1N6ER5 w FARDMOS AK KWW KaK = rat G • E No • , 40 rla6 AM W % SEE CUfAL M01E #A 4 447 Mamplp-ta-vuuo o0°eNrW s fhv rlwWs eulamycvaT E F/II O: QQ ' CRAIGP AwepelmNv c v o3 dpel4hnD,1 of OR 4V. 6324CR579O 4 fVA1444. FL. P.E7JC,1'E0.W1758 CAST- CRETE 411, 6" & 12" LINTEL SAFE LOAD TABLES rvE Auu oEsoPr-14 own a: rauE 4wuo reau: .rs O41i: s 4/41 Mca4 m rA1rE rum0. rL - Pta w, 4ns4 aswcet 1In rrN17 fFl[r s ar S MIA'MI DADE . DEPARTMENT OF RECULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 209 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmldade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing'the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel. Fabrication Details", sheets 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 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 # 14-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, EA, & E-5 as well as approval document mentioned above. The submitted documentation was reviewed by le- lmy A. Makar, P.E., M.S. 26.03NOANo. 16-01/ 2017MIAMFDADECOUNTYExpirationDate: OS/21/2017 Approval Date: 04/28/2016 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 996-0613.01 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 of 1, and Dra ving No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 0610 719 7, 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. 297020, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. • CALCULATIONS 1. Calculationsfor Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, AE., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11/11196,45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report 02111-078240 dated 04/25/96 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report M4-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certifed Inspection Report 058-A66332 dated 01/28/96for 04 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for 45 rebar by Birmingham Steel Corp. 8. Mill Cert fed Inspection Report #84-MI9805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96for 94 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96for #5 rebar by Birmingham Steel Corp. ny A. Makar, P.E., M.S. ProduerControl Scetion Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Dale: 04/28/2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Coip. 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 h 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 #5 dated March 24, 2003, all drawings are signed and sealed'by Craig Parrino, P.E. B. TESTS: 1. Test report onflezural 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 Manual for Pre -stressed Products dated 2002. iy 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 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 L By Miami -Dade Building Code Compliance Ogiee. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter fi-om Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P. E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0.121.04 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. Letterfi-om Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, Y.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 Expiration Date: 05/21/2017 Approval Date: 04128/2016 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 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. Letterfrom 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, 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 June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculationsfor High Strength Precast andPre -stressed 8-inch Lintels, datedAugust 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 front 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. Maker, 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 MiamiDade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom Cast -Crete USA, Inc., dated January 13, 2016, signed and seated by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. wzejppe MOW& 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 A NIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS s . I i Rom.• ntaouLTRl:wrvrm TYPE "A" STIRRUPS !1 7J/$'/ BAR .I nRRUPS 6 —8 UTUS STIRRUP DETAILS 7CW1 KT.1. 7/32"/ STIRRUPS TYPE W STIRRUPS Y 8" 1 Y Y LIMELS STIRRUP DES SRC CTOr l/5 Uma M0.00- 1. -e 0.134 e43 7137 IM 1- a -e A 0 3•-4r 1 I3-4 CA40 39Y Ull 1-,3 a IS- a2 - S 1 17 -a OAS1 31 7 3a 3 7 u 17 -2 a 0 ] -e• 1 713 I -0 32 IO -a a 0 4-2- 1 111-P 0.I94 7e7 37 3 7/32 OR 31'-r 3 0 3'-1 3/P 10 Y3--d O.t00 011 Zf31 3 7/31 W 21'-10' e 0 S-10 3/1 10 a4'-0• ial0 U3 33 1AM 1 7/32 1AN as' -Id e O a'-3 1/1- 10u -o 8" PRECAST W/ 2°_ RECESS_ DOOR U-LINTEL DATA TABLE FTt I ISS 1I;IfKtirl!Fi•.i:I S:CyI:IeKf/:LrTN;IT M r rw+v I e no tOCH m 01J rF.i Ulmoc;nmocr al:arti,an,.v-v1UL"d Fscmr.[no B:lCS1o2aoC]dVim- Aal:arla.:.dm-vLL1.1FYS!©Qn, FSQiMOC f 11[£itf lla[Li::.rIT.4.!I11:'11_.'OC]©lJr+v B7G11[SLSita IB'3m11L,[lL::Ir.'6.4MT.fFTS_[iE3 B0 or tvr r .trP. LA "Us unn NI w IIM.IOL r' unto !K•K lolrFi MrRIrOIMLMC VC[ rA1R1CJigN A100. :• / auv Y+It4f 7 m cwnl Ni •r ar![ TIPs.A n rIw R[STRR [L LMTfI O[Mrr1 ..IG [Ac[ rA! ICATION MOU PRECAST U-LINTEL DATA TA r l i/>•L'f::11:1 1'17 IIi:IL;1 i. B.SmiB B1cca ani vm E Qii a o C1C![BU 7 fFl:i :.1OmBI t7 OG3i QBt! T.11:1UG1iVlFLiJF]Gi lJL7BI7 Fri 7RT7BII R FZ'i v F 1il:/L1 O R1 1[1.51®fII liL3 ii/'FLT7 E]Git7 tfBL fiam D MEN" allGltiBlf[ Q30 li!"cIa.SJ[0 11 ElG1Bi InER u3mA r c=15" a" MUMW,".`vE FF EMU f®SCSiF]QiO TMI floPM W 0110RYATEON 0 MOW I[O IN FOCIDI 'I APMOYAL 11 0 PROIR7te ON =rfMI AAYf Alm CAMMOI 11 OQMKCQO OM 00nIOYIto MIIom TIC PYOM 91111110 oONtCNI of CAST-CKic V3I1. m 1. KWMIN7 •SUEL' 7/33 10 ASIY Anal A H. 31 "Olt- INC IOUt amm Or sur"s AW 05 MM 11AOC U AM A1W 7/13 INCH K00 11 cowico sualI[0 nu Can WAILAI 3NAM WW-KWAII[N n[srK59M0 go ar TM[ KIVC[mC WC to RWI[ SINWO ASIY 441L - No. a SIMRM Y a. IM01 Tic 1. CoNca iC sira 110: r. Y Me PII M e' KMfGKM CACI IMIKI 1MOY3 S 1NNM3 P1C3IImI. W031 e...no P7l IO1 ALL 15011 CAr11 "a MCAil a CIu1 IMrt45. L 14 PWM03 Or pu1OpPFUK FWM ti L DULL fmmuS1 row . Oda ! IS- OO.TL Cr' COKROC MAY K S3[O OI AAVacaMSUIEWTnwAWRIuwvaXwoMOCALIsKtqnt/IKssm ro O(17r Ynr1 AIAO WM'A310 Ia1C(. V BENS PROMICTIICVIS10 a cam7134y.ih do Fl da IIWUIReCOCa Alrlru[c teo1_ 0 03.1Z tF : latUla ."1.a16 IMPARMNO R SEfFNERFl9 BC MtnNu iauof- FL P.E. UC. NO.11756 Mg. CAST-CRETE 8" LINTEL FABRICATION DETAILS Mt Me CMI-14 I 1KY1 1h _ CAC NRAO. Pt - IM [0. lUse 1 W M OR to MU M 1Ml .YI[u. I. — P3LMl RI. - UL Im 417M 1 CIA10C1 SL 1C URF I Q 3 0 9 SAFE GRAVITY LOADS FOR 8" PRECAST wl 2" RECESS D0ICIR U-LINTELS 4A174ad" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE Me am-00 art 6RFI4-60 6RIe-W ov 11 7" 6W30-10 wG-is arlo-is w4-1 uAs-le ban -le mns-le eWaa-le 1'-1' (52 PRECAST 1635 1749 3355 32f0 4349 3421 6493 7367 1631 3695 320f 4439 S00 94" 093 4'-Ir (54' PRECAST 1494 004 3w 2m 3168 4946 5624 004 1736 3699 5m ows 6010 S471 1093 S'-8' (6e' PRECAST 866 920 17m 1716 2271 2e39 3492 3966 1147 MI 011 SMS 7917 1311 5'-10'(10-) PRECAST 810 059 103 1600 2124 2649 3174 370D 1113 2341 4242 G&Mog 40ft 74Mrg 0706 6'-8` (On PRECAST 79T Sol ism3110 5046 7747 445 730 901 1613 3120 SM 7915 0670 10 7'-6- (907 PRECAST 669 757 14m 202 3776 5743 1239 SW 755 1410 24W 3"1 5743 SON Im p'-0- (176' PRECAST 411 41i6 99 use 2137 31n 4091 3146 516 fS9 1555 2253 3128 4 550 SMI SAFE LATERALLOAD8 FOR IP' PRECASTw/2" RECESS DOOR U.LINTELS c4 SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCl1U 4'-4' (5n PRECAST 756 757 1164 4'-6' (541 PRECAST 694 693 1073 5'-8' (681 PRECAST 408 407 655 5'-10-(70-) PRECAST 302 381 616 6 -8- (807 PRECAST 595 788 464 7'-6' (901 PRECAST 509 674 363 9'-8- (1161 PRECAST 370 490 214 j) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 ' SEE GENERAL NOTE 18 1`1110 AWED REM SEE GENERAL NOTE MO. 4 GENERAL NOTES I) Yessfe III Udd' w .,1.. 1 4i91 6-In• less rMechem .1 Us44d Is.e•Y/.Y CUPwd 4• paced geld . 4M Fit'°W f. Ralns4 Wes • 4Lm tr F< 6rs1 - 3000 4r nedsvl 3n Isa 4Nrye14 AMU0013) Me <da4er adems d Well Wbki It aAea Jana «Ie .Ud Los 4 wfi.S 41 .6.4. 4pW a 4aa1•e. IS AMU N7e 4prwe .aGq. umww<.w1 9orr •7' note e Ad as 6op.aln • 1!m pl a r 4r AM A015 4 m IQ Udd4 Ye14/ daJlnddF am wAN (teq a 7F91) 4" AWi+I (Mla Y. 4 doges 6< dedd W Ore a .w Ih I. . <pouos aWdr. M Cr ASOIAlif tA64 AO ti r.6ulea abler " AS0110IV" 9 or 5 Amw .•id Yd Rood 6a6.rld Y44 IA 2) Al 4<ge Hd Idin Wd M Od'Uma. 4ism mNa l Or06 4 5 We .•geeWellS014A4MnwkwdW414 ` 46 6< L=daIsloseImIS) Fa mnFWb 0W Odyb W ons. W <d4 Ye0 lam no low WIGN shon 161 ra geld IuMm 4d d oe4. M. lots Wed Lam ead Mry.d WGM •.ea 3) prods. 64 suchl M med Md )dd4 IQ 9d. 6.a 41. 4Wed eami d..db Yrm 4) The/. fd1 Im nieceW prod ream. for 14) See Page W3W a 4md dWp mdli< pr AC SM gee !O 318 L1mdo T-P Udd OF32-19 4d. n.71i.d - 64R 00 4/ ISf nose. 4 f177 ) . 5601 p0 psNnp 41dIW H) A/6Tam1dadW.1 e4pd17 <a a <g1..41 q M afar IT, aid..r4 aee<r6 ..ry ad. pG101 .0a4 Ue Z Sa dW 5) AI gellbd1+ d eaed dfqa Lliillm Po6.o 4p IFS - -r w hmpr mdY Use 160 1 a; oa Y4. u Va4L1aaa<Fq 04 Ra70a 9dlq 0.1e Saem' Im411O47d'do014 Q SU.mno but a Ie4daI 7) an 17 reMr aw be after 4d Id m 15 n0ea O 6a14biW/ Wd ml wryy m7d IN. d0ldeal S) T6. 4.4— nq .".%.sssbmw wh Ims eN 4M Is Wa by edM*q Get alWvmrM* ramd ad ded d 4.4.W Uses 0e 10) PA - Rd mow 11) wl4a".Ile rd. r 1.61 *4-0 d 1h wwee d W Idd e.r9r. I%1• CLR I SAFE UPLIFT LOADS FOR 8" PRECAST wl 2" RECESS DOOR U-LINTELS 4-4-an SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH alFf-IT ago - it eW10-IrW14- 1 4- 71 ORFIS-I WFle- W22- 11 6W72- 7r 0975-1 aFSO-11 6RFJC-21 527 PRECAST 005 13a1 305f 3751 4445 5140 905 2352 3056 3731 4445 5140 4'-6- (54 PRECAST 057 2172 2M 3607 42)5 4943 067 N=olm ZZ73 2131 3607 4Z734943 5'-8- (051 PRECAST 87S1797 232e 7654 3362 3911 on 1797 23M 2854 31e2 3311 5'-10'(701 PRECAST 6SSt71fLI 7155 v 2773 6 vel 2749 ow 1233 1749 2 W M2n3 3258 ' 2799 6 -8' (80-) PRECAST 570 929 Ism low 1419 287 3329 570 IOm 1530 190 2429 2879 3319 7'-6` (90-) PRECAST S06 712 I3f4 1745 11 23d b0 506 eu 1364 17R 1164 2557 M66 1161 PRECAST 395 40 454 4222 Ism Is"' 2190 395 ND Ian 13U 1701 2016 7331 J)THE NUMBERS IN PARENTHERS ARE PERCENT REDUCODNS FOR GRADE 40 FIELD ADDED REM SEE GENERAL NOTE NO. 4 flL(d 13 EEIfi TYPE DESIGNATION r - mtc9lam,a6an u-a6 r olun6r a Is 61su AT Ar 1 m = 9r uvlavy6T F r 8F16-1B/ITIIMM mmJ L0e1 it a is UsNalaOt Mm IEWf AI m1a; j5 REM AT Me 1u ( 0 IeVb t rh ,1 N SEE SAFE LATEIGL LOAD TABLES FOR I= RA101C Z ¢ FOR GOI AODIDNAL REINFORCED CW (RCM FULL COURSE MO(x)CTRE1uwwS RE&R °"W1'"e'. im el. tldlide CR60 CRM 15REM AF 89ade err l4fIA CAM' Ipej mTW9 R00a6L40 7-4/ 4' ACOrI MIN IL 113" rmm 9Rg ucrROVLSrw 44aeemsdllmw1b as P6.rd. OW4;A9EDd4 P 06/ {- AOIe' 11bo A' 1 4Z CRAIOPAFMOR1?.• 6224CRS79 e G. • SEFFNEFL FL = 64 l fa7r.:orm...'h_..-f.ifrl7r.\ ir-']trf!•fVY iYLT , rnrs•r r6lrrr;rrr,rt+c', i9rt'i:rbT: /; • DETAILS n m-.41 i' J •r 6 " i1f c ra.ryrrl;ii:7Tr,:rrrn; Yizrtrr> t r.(4i':I 4;u:/.I:GS' 11.ua: cr rlyduFrWIIIIIIIII MIAMI,IJADE MIALVII-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADAIrMSTRATION DIVISION Miami, Florida 33175-2474 T(786)315.2590 F (786) 315-2599 NOTICE OI' ACCEPTANCE (NOA) iy,rv.minmldndc.eov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tnmpn, 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 (itt areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete ) 411, 6" & 12" High Strength Precast and Prestressed Concrete Lin lels 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 Parriuo, 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 Miami -Dade County Product Control Revision statrip with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE INTACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has been no ' change in the applicable building code negatively affecting the per(onnance of this product. TERMINATION ofthis NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed- by the expiration date may be displayed in advertising literature.. Wany portion of the NOA is displayed, theft 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 i-evises 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. NOA No. 14-0903.03 MIAMI DARE COUNTYm ' jJ ---' expiration Date: 09/11/2018 G f o 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 A,o. FD4612, tilled "Precast and Prestressed Lintel Details'; sheer 1 of 1, pr•eptu•ed by Craig Parrino, AE., dater/ March 24, 2003 and Drenving A'o. LT4612, filled Cast -Crete 4 ", 6" & 12 "Lintel Safe Load Tables'; sheets 1 through 3 of3, prepared 41' Craig Parrino, P.E., dated Harch 24, 2003, last revision #1 dated April 28, 2003 botlr drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report onflex oral testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Urj?lled iWodels, total of (13) concrete lintel specimens, per ASTJw E- 529- 94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Chrislopher A. Hannon, AE. C. CALCULATIONS 1. Calculationsfor Casr-Crete Lintels, dated 05129103, 207pages, prepared by Craig Parrino. P.E., signed and sealed 61+ Cr•aig Parrino, P.E. 2, Calculationsfor 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, S)slerrr Hanual for Cast -Crete ,Wachine A4ade Precast Lintels revised an Hqv 1, 2002. 1. Cast-C•ele Quality Svsfeut Manual.for Prestressed Products dated 2002. 2. EVIDENCE, SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. D•mving No. FD4612, filled "Precast and Prestressed Lintel Details", sheet prepared by Craig Parrino, P.E., dated rllarch 24, 2003 and Drmring No. LT4612, tided Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated A4ar•ch 24, 2003, last revision dated rbtarch 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Q1, rlliand-Dade C'ounry Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. H left y A. Malear, P,E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09111/2018 Approval Date: 10/09/2014 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMTTED UNDER PREVIOUS APPROVAL it I2-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Derails" sheer 1 or 1, Prepared by Craig Pcn-rino, P.E., dcrled rllarch 24, 2003 and Dra i,irtg ivo. LT4612, titled "Cast -Crete l ", 6" d 12" Lintel Sure Load Tables". sheets I through 3 or3, prepared by Craig Parrino, P.E., dated ri'larch 24, 2003, last revision dated rllarch 11, 2008, all signed and sealed by Craig Parrino, P.F,., opt rllarch 22, 2012. B. TESTS I. rVone. C. CALCULATIONS 1. rYorre. D. QUALITY ASSURANCE 1. By rl'lianri-Dade Comply Department of Permitting. Environment, and Regrdatory,4ffnirs. E. MATERIAL CERTIFICATIONS 1. None, F. OTHER 1. Letter front Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance ith the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. Norte. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Aliami-Dade County Deparitnent ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Norte. i I 101fify'A. Ni lalcar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Dnte: 10109/2014 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing rVo. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing r\ro. LT4612, tilled "Ctrs! -Crete 4 ", 6" ci 12" Lintel Safe Load Tables", sheets I through 3 of3, prepared by Craig Parrino, AE., dated March 24, 2003, lass revision dated Jame 12, 2014, all signed and scaled by Craig Pan-ino, P.E., on August 19, 2014, B. TESTS 1. None. C. CALCULATIONS 1. Calculotions for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepare! by Craig Parrino, P.E., signed and sealed bi, Craig Parrino, P.E. D. QUALITY ASSURANCE I. By Afianri-Dade Couch, Department o/ Regulatopy mrd Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., Berlifi ing compliance with the Florida Building Code, 2..014 Edition. He1qjA. '[ahar, P.E., M.S. Product Conlrol Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/114018 Approval Date: 10/09/2014 E-3 AST RE7E. HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE UNTELS TYPE "r' TYPE 'A'_STIRI i ram: I• ;,; i D ` i a A `0 4" SOLID UNTEL DATA TABLE flE I2J1SJ^ El OMAN2] t,ar rur rtia'a E"iC[OrFJ J M[tJIIJ.:L'.Jt[iQ 6" PRECAST U-LINTEL DATA TABLE Cn-ca"-w-sicrm-q IF'iGfiati 1 mm©f*.L'1[S VTL7E[7flO a+tttar:L' SLI occur DtII:.Ir>c r n o oa7t.nti:irus o rv-f*r+va o Ei lO dFl r s.tsr.lriC' i7."R'.[1fiC l'Jn t r,avrrn trst, r^.traavntsTr'Tramvno r rT;r Llll_Jrarvt77tT7T7 ta r o EWA rTRlEilrlL=.IraSirtlL r5l r'Gr1rrd9rFiTfETiTiril:l:.iR'rt7r reuvrr7 t'1 rrfca zTlE3r1rF3:_.+rrsav r 7O rF c* i nril l^1rCSOfix= rr r CL'7 rTvta ff" TMM EuEWncmmi.rtL M"ir lEucrriuv cu"iravOaeirao"o rT>aa i rt lmelt rta:s .r oer o 17' PRFCAST U—LINTEL DATA TABLE E 3i0RUArDL•"JEmmk7i ElaimEMO GOim titsri r"j.-,DlEIJ—] ff rfjFi tail tt?n ti:a FJ= CSMve.1 ^Joma teno E2r-a1GTiast.arF 1I^I 17 LL]EGylCrnyoOiD®Fi iiEE3C1t7IMAr.!'_T1tJrrdlir]rm tJIk ioa]rtres.li:JOC`[iC,O rr5r2r., 7lmrtu-l[UlDirFf1 1. IiiCZ'c Efi O, iT®E F7WfurgUMMAiarFL]RlC rllt12Nrk111rIiEiirillf EY."O LJ caof Fill nsrs>tEtt! nits= mil r mo lC7 0 ares1LU1AKLLMVATr,•,ULitre> imQiCitEGao coca o u r aay_r1a_' moo E]Cl I l.-.n.m.rr wrsam E cil E Sim mEil21 [L7.F: ®t7L r n o m amt 11rGl exm tTc]rr.a.t _Iom' vex ©n o 1CIG]1L,C elcrar,.,i rcta•rea:_uciln vuu n rta OCJI!)QFI [Sail Gti.7 ti:llrt"` UQI Vt`L"Jtr?!©a aa+ alc' r>r ricer rr. n au>• rcL.t•-.r /ry rite m nay rrn r<r. r=ilmlSZa r[JLJ f [LilL+C iOC3O ne Ip/Ci7Yf 0 OWIIAON 6 /101VIO /m ROWMI NIm/4. 0 O ro6Ciw N cOfro60r um 40 C.NIIOr 1r w000m all oOro0N10 V""M =1 two v mm ooWOlr O 1-CWC l64 W. 1. I000166 ul" /rya W 1Sr0 tlIL µn we N mx L "WPM1601 00 a$ 11 am WNm • 2W m 0 09 M 10N "I L MM W Wr.l Will Or o0r11 0 60100 W1 PW "SCOW L -.. 01O41m1f . /00 /O m ILL / 1110• YO UM FM OW Do Y INC O0dCp6 om m O.WY - "k Or. 6r. 1r mmm f.. r r /6 Id . / {alms 2M ... vm O1 aw rmn tJOL I.Mucum am 06. L omm oR6 W [ M &= MK O 70 01 6W ®I 0 0 1 1nm" mu GGI OIL W . M 11 001 W000 .rrr1 6m/O IM r0oll. pµpnucc Ilt:wsru mmlrolrcr;nlln,Raa41 0.4 mawl cw/-c e3.o3 A tyua Zed& y/' p lv hwo v p • CRAIG PARRINO O R %O 6724 CR 579tomJ` 0 SEFF L 335640NAL,.F UDC. onu PRECAST AND PRESTRESSED LINTEL DETAILS 1[ W - 6 Y_I4 m—mllc am /WW0 I sub AS wool GENERAL NOTES 1) U.l•Idc d 4• onmd Gmw . M00 lid h r t 1r road gold=0d . 6Ap:.(ppC m.ua.m bdr wanb 4..od1' uaW (CIII pv G10 uU--uSih.m nd ra .«•pr e"• .4e 01 1000 n prr ABM 070 9w ,, 2) M M. 1.d 1owc bad a "iirAdprwit4 ;rA a.mitl 0.&4 f+csd6 as mlbe i 1d c. M Mi Ydhaf kap boof blaaVan0 1/i ooh, 3) P. b1 molar bd •d law WAL 4) Ths n IO 6rN ddd n sliitch w p.ademl mils6.a la LMmolg :/ 1il dudlk. + 4424 (Ai) . 122ppll 14 5) M Wd4f—d•med r woodV3B0 "boo w , ab .f collod V116 ddkz0oti Iona ti . b S..W a aadLau m. T. Now smog Cell. S.dba IW431 oo opodK 6) 4em 01d Web a r.*4ed. 7) 4- o& 0okb b M ieldbd ./ 4• 6mmba M"M .d r diemaeNr wt'cd S) 1. 14wom/auedm.at al raw .an a yy .91 w ew«brd Wrab.d aaceada 1) The 4••1r"r a" cool r«ceNroUt Mob Ian w .d. bd wWm b7 ed•IdipWaeiaaar.4blbq raraeA ad door d 4- . 7 boom w rope .1z+ppeA. 10) NN.. Not Rd.4 11) tlibm ( d4 add r b« to t. baled d the M11.n d w odd as q. n?F MIGNA110N r-nlp oraea/a-wcm 1 o° oi s iiaarli 12F16-28/ 2T j L a p M .• v u1 muoN• rWallr4.00w errIra. F ,•1. r 'X euae r Jt r•Y. f..i am W Wall All wl® ra r woo+ 116 • AC1tNL I M016N. L Mill 11) •ira , 1, N d "FOr «d youb4q. by Mdsz .1 w udz Is 13) Th. d.Aor 41.IR. d Web iialdtd i1 ad416r 4aar b Iaarzy .a1. dd bm a cndYy d 40100a b armrdae..0h ASIN C-U or aQw 411= 4 11% 14) UrWI WWd .:uAaeeooq 2h r e6ed gnNr r uqN) .d huJautd flmud) W. d-,W M dr.d.4 1« W. aer•1 .y 13b w l b.iy Nao.iu AN W . 40 load + AN4kd Niftw bdd S IA Sol. w&d bd $do fwb.dd do! 15) F« arapadu lWol be*b ad den aal ook bd ham a.d low hdlhl abom 16) For Wd bn¢M "d de.w La ad. bad Aran and bpd I arlb .Maw 17) Sd. bah ....upvbllard dkww be" 13) Wo bob bnd a. NUMM dW p erlj.b por a SM •d a 311L 1S) A064• d Yla.l bd <gmT7 ea b..M.bd M w dergor p+a e dn;.w ri.d••Neaa.b arooatr7 aria (p000 ai.w Mr iabt Soo ry:%''•i SEE SAFE LATERAL LOAD TABLL9 FOR LOAD RATING r •r FOR EACH AOOMWAI s' e. s •'' REINFORCEO CMU (WM FULL COARSE r. SS1) j5 RBWL FOR 6' L RELS I/2' CAR TYP u t 05 IBM FOR 12' LINTELS GR40 or GR60 SAFE LOADS FOR 4" SOLID LINTELS 4-411m GRAVITY LENGTH TYPE 4S8 S-6- ( 421 PRECAST 1180 4'-0' ( 461 PRECAST 959 4'-6' ( 541 PRECAST 789 5-10'( 701 PRECAST 460 6'4' ( 7n PRECAST 360 7'-6' ( 901 PRECAST 260 9'-e ( 1121 PRECAST 156 10'-G'( 1261 PRECAST 116 12UB 4_ 1< rn UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6' ( 421 PRECAST 687 371 4'-0' ( 481 PRECAST 597 320 4'-6' ( 541 PRECAST 529 258 T-10'( 701 PRECAST 407 148 6'-6' ( 751 PRECAST 366 118 7'-G' ( 901 PRECAST 280 87 V-4- ( 1121 PRECAST 187 55 10'-6'( 126 PRECAST 152 43 12F8 12F12 12F16 6U8 US 6F12 6F76 • • "` >`'• Fri B 54 •. r - 08 1 g •• 12F28 12F24 121`20 PRODUcl'ra> vlslm i- h, ir' ltt: O•r"S.irh 111a F1wWaCLJzAewylnedm, 14. - o p p{Fy /eCRNG PARRINO y - c- r i'•% RID .'•'".•', 8324 OR 679 B Imlantkjae AP 6F32 6F28 6F24 6F20 '•.`;1/p;VAlEN4G.• a SEfFNERFL gq lob`• FLP. EUC.N0.44756 cr —CAST— CRETE 4"e 6" & 12" LINTEL SAFE LOAD TABLES ru 114ML' 06AN•il4 oIANM 6r MAN AANW VAL' Nis GLNC4'`.n SA1r: :10 /a G¢R(0 e . CIA raw Is. - am N0. 44734 1 UUM- 6 U412 SINII 1 6r 3 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS OW1.4—m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U6 98-10 GFI2-10 GFIS-i 6F20-10 GF24-106F26-16 5F32-10 S-6- (421 PRECAST 2332 2676 3892 5050 6145 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3892 5050 6148 7227 6297 9357 4'-6' (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'-10-(701 PRECAST 1067 1250 2198 3557 5734 7227 8297 822501, 6'-6' (701 PRECAST 949 1078 1831 2850 4328 6737 6297 9357 T-6- (901 PRECAST 779 803 1459 2186 3151 4524 6654 9357 9'-4' (1127 PRECAST 584 660 1056 157.3 2054 2795 3731 5017 10-6'(1261 PRECAST 503 566 895 1270 1705 2236 2698 3747 11'-4-(136') PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0*(1441 PRECAST 425 477 744 1042 1377 1769 222 2808 IX-4'(I607 PRECAST 373 417 546 995 1170 1485 1852 14'-0'(1661 PRECAST MI W 605 835 1087 1373 1703 F143717'-4'(206 PRECAST N.R.299 455 620 794 985 1196 B) 1HE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FORGRADE40FIELDADDEDREMSEEGENERALNOTENO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFELATERALLOAOS en0A- s0eeAsT "J lUWl s C SAFE LOAD PLF TYPE LENGTH GU8 6F8 RCMU S-6- (421 PRECAST 587 1055 596 4'-0- (48' PRECAST 487 787 445 4'-6- (54' PRECAST 416 609 344 5'-10-(701 PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 T-6' (90,) PRECAST 222 367 116 9'-4- (1121 PRECAST 173 352 74 10'-6'(126n PRECAST 151 276 58 11'-4-(136-) PRECAST 139 311 49 12'-0-(144' PRECAST 131 277 44 IS-4-(160') PRECAST 117 223 35 14'-0-(1661 PRECAST 111 202 32 17'-4'(208r) PRESTRESSEO N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U-UNTELS CwN1-*-M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 08-11 912-11 6F16-11 5F30-17 GF24-11 6F26-If 6F32-IT 3'-6- (421 PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0- (487 PRECAST 1225 IBM 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1093 1592 2084 2577 3069 3562 4055 6-10-(707 PRECAST 631 1222 1600 1979 2357 2736 3114 V-6' (781 PRECAST 723 1 1097 1437. 1777 2117 2457 2797 7 -6' (SO")PRECAST 648 T,. 1249 1544 N 1840 W 2133 p 2431 9'-4- (U21 PRECAST 575 571 980C, 1252 1492 1732 1972 10'-611261 PRECAST 514 462ro 787w 1121 13363. 1551 1766 11'-4'(136') PRECAST 474 404" 605 955 1213 1442 1645 12'-0'(144') PRECAST 454 367rnA 619 888 1093 1299 1506 13'-4-(150-) PRECAST 402 308 516 736 906 1076 1241 14'-O'(1681 PRECAST 368 285 475 677 al 932 989 1145 IT-4'(208' PRECAST 253 208 33B 475 555 693 90 803 n THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 t.•u f •_'y E ki, 1•11 sm < BRIEjP:a` CRAIOPARRINO OR 579Q•:;; SjO VALT;.'•• SEFFNEKFL 33584 IsunN•• FL.P.E.UG.NO144151 PRODUCI, RUTVIVED ftUtdidir WCW deb tl10 flivida Vrarmux. o - O S.oT AdWp U diiq (bi ly ift. gm or I 4 —CAST-CRETE 4 6" & 12" LINTEL SAFE LOAD TABLES uV610M ?• . ' - + n..o-. ' •Y; TC. C •.: rs .Y RI xuiC: OWtl-u OU1rM R: IOM N /tMu10 st I111 ss ordu A/w WEED.. ewe ruat0. rs -Ilea to 44M 11 OUVM L tutu atfF 1 /T 3 SAFE GRAVITY LOADS FOR 12" PRECAST U.LINTELS ofP•Ci m SAFE LOAD • POUNDS PER LINEAR FOOT LENGTH TYPE 12US IVI-21 INIT-21 12i16-u IN20-11 IM4-26 I rM-X IIM-28 S-6- (421 PRECAST 3428 5000 56M 7619 9352 11060 12755 14436 4'-W (481 PRECAST 2923 4232 5638 7619 9352 11050 12755 14438 4'-6- (541 PRECAST 2396 3464 5304 7619 9352 11050 12755 14435 5'-10-(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 1443% 6'-6' (7n PRECAST 1383 1986 2679 4196 6421 1 l0W2 12755 144 7'-6' (901 PRECAST 1136 1626 2131 3218 4676 1 6756 9763 135 9'-4' (112') PRECAST 795 1216 1535 2230 3083 4167 5595 7552 10'-6'(1261 PRECAST 514 1043 1295 1853 2516 3323 4334 5632 INT 1I'-4'(1361 PRECAST 518 945 1162 1649 2216 2893 3719 474 12'-0'(144') PRECAST 455 878 1073 1513 2020 2617 3333 4205 13'-4-(1601 PRECAST 359 767 976 1294 1709 2196 2743 3409 14'-0'(1601 PRECAST 321 720 865 1204 1564 2017 2451 3106 17'-4' (2081 PRECAST N.R. 4510 631,, 551 1141 1428 , 1750, 2102 19'- 4'(2321 PRECAST N.R. 3431 4770 7000 925 IN 1152 1300 1609 W) I/O Num16 NA FW01111Nw Ma; KRWO M=wm Fgw ODOE 40 FEW Amm RMAIL SU CIN1AlL 11M 1& 4 SAFE GRAVITY LOADS FOR 1T' PRECAST w/ 2" RECESS DOOR U.LINTELS Cwsr44ww SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE URN 11116-211NFI0- IN14-2 INT16- 111f22- IM29- I= -If 4'- 4' (527 PRECAST 25M 2942 5466 7554 9640 11669 13679 15679 4'- 6- (54-) PRECAST 2319 2740 3468 7584 2640 11669 13679 15M 5'- 8' (681 PRECAST 1347 1541 3555 6395 9640 11669 13679 156 5'- TO- (701 PRECAST 1259 17M 3361 5954 S358 11669 13679 156 6'- S' (601 PRECAST 924 1430 1 26M 4415 6864 1 1257 1480Q 7'- 6' (On PRECAST 1W 1203 2157 3494 5259 7922 9623 11 9'- 8' (1167 PRECAST 389 843 1{S1 2157 13203 1427 5417 6380 I) 1FE NW009 N PMLNINIS5 AIIE MCM AMXMNE f0E WOE 40 FELD Amm NmIR SEE c(mm NINE N0. 4 a 1. w i'-*" m SAFE LOAD PLF LENGTH TYPE 12U8 12F8 I RCMUS- 6- (421 PRECAST 1295 4841 393 I 4'- 0- (481 PRECAST 1295 4841 299 4'- 6' (541 PRECAST 1049 3922 2417 5'- 10'(701 PRECAST 681 2547 155 6'- 6- (7n PRECAST 579 2167 1231y Y- 6' (901 PRECAST 474 1771 9/4i 9'- 4- (1121 PRECAST 355 1326 58% 10'- 6'(1261 PRECAST 306 1143 45400 1 V-4-(1361 PRECAST 278 1041 38 12'- O'(1441 PRECAST 260 971 34 13'- 4'(1601 PRECAST 229 857 278 14'- 0-(1681 PRECAST 216 809 251 4'( 2081 PRESTRESSED N.R. 63 1620a 19'- 4'0321PRESTRESSED N.R. 534 130 XL UU4UVIL 14UIL 10 SAFE LATERAL LOADS FOR it PRECAST 1d 2' RECESS DOOR U•UNTELStom[ jC 4'- 4- (521 PRECAST 4'- 6'. (541 PRECAST 5'- 8' (681 PRECAST 5'- 10'(701 PRECAST 6'- 8' (801 PRECAST 7'- 6- (901 PRECAST 9'- 8' (116') PRECAST SEE GENERAL NOTES - SHEET 1 OF 3 YEM9G1Of om— SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS lcWm*` IN`MMISAFE LOAD . POUNDS PER LINEAR FOOT LENGTH TYPE 1218-V 12FI2-21 UF18-21 IVN-3112F24-IT 1826-2112F32-2 S- 6- (421 PRECAST 2752 4I87 5613 6936 6264 9539 10915 4'- 0' (48') PRECAST 23M 3721 4572 6023 7174 8J25 9477 4'- 6' (541 PRECAST 2113 3291 4310 5328 6347 7365 8584 5'- 10'(701 PRECAST 1623 2527 3310 4092 4975 5658 6441 6'- 6' (78') PRECAST 1444 2269 2972 3675 4378 5081 5784 7'- 6- (90') PRECAST 1267 1767 25 3194 3806 N 4417 5028 9'- 4- (1121 PRECAST 1028 117 2006 2590 3087 3583 4079 10'- 6'(1281 PRECAST 9201 917 1612 2281 1764 3209 J653 11'- 4-(1361 PRECAST 858 829 14040 1982 2441 29 3364 12'- O'(144' PRECASI 814 753 1269 1786 2201 2616 J032 IS- 4-(160') FRECAST 67778216331057 1485 1826 2169 2513 14'- 0'(168') PRECAST 974 1J65 1679 1993m 2309 Jr- 4'(20n PRECAST 695 964 1182 1402 1623 19'- 4'(232') PRECAST 593 817 0 1002 1181 13720 W NNE mom IN PANNam ANEKww IImYC11LM6 FOR VIA GE 40FEID A00m 099K SEE CDEAYL NONE N4 4 SAFE UPLIFT LOADS FOR 12" PRECAST wi r RECESS DOOR U-LINTELS 4r—F- t--W I SAFE LOAD - POUNDS PER LINEAR FOOT 3692 256; 4'-4- (521 PRECAST 1626 2685 3746 3458 2417 4'-6- (541 PRECAST 1558 2582 3602 2236 16 55'-8' (687 PRECAST 1210 2042 2850 2129 155 5-10'(701 PRECAST 1173 1954 2769 1716 117 6'-8' (801 PRECAST 10201 1538 2426 1438 91404 7'-6' (901 PRECAST 904 1226 2163 10114 4 " N9 8' (1161 PRECAST M,4 771 11472, NWRAS N PMENDH6 AK WWII fEwCUM ION G . • EN 'S' • 40FM AOOED IENVL SR GDKIK NOU RL 4 1 .447 T E F I k! cS R1A? P;.;?: 11t' CRAU3PARAINOn Nel 6924OA579 F;• . SEFFNER. 2i3358a PRODUcrlervlsen d cw% dyfmwf111INo Ilarfaa BI &.$ Co/4 A4vgI1aI4c K" 41 oa,a3 WamlDal - alvti mu,CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLESI 1 1 --- I..T4ur7.r'i I gala aww I -- aAi FAI919. PE. - Q6 19. 407f 1 6110MUL UNU SLID ] of 71 MIAM I-DADE MIAMI-DADE COUNTY QuIlm PRODUCT CONTROL. SECTION DEPARTMENT OF REGULATORY 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.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 goveming'the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 Inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel. Fabrication Details", sheets 1 through 3 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 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. Nsuso 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 bo provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request ofthe Building Official. This NOA renews NOA N 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 documentation was reviewed by H ]my A. Makar, P.E., M.S. NOA No. 16-0126.03 MIAMMADE COUNTY Expiration Date: 05/21/2017 Approval Date: 04/28t2016 v Z. Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drativing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Par-ino, 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 0610 719 7, revision #4 dated 04128198, sheet 1. of1, 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. 297020, dated 07130197, signed and sealed by Christopher A. [lamon, P.E. C.• CALCULATIONS 1. Calculationsfor Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. E. 2. Calculationsfor Cast -Crete 8-inch Lintels, dated 11/I1/96,'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 06120195for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M]9614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58A66332 dated 01128/96 for #4 rebar by Birmingham Steel Co p. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84 M19805 dated 03/06/96for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96for- #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96for #5 rebar by Birmingham Steel Corp. ny A. Makar, P.E., M.S. Produc ontrol Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-1 CA4t-Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report 084-M20749 dated 04105196 for #S rebor by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheet I of 1, prepared by Craig Parrino, P.E., datedJune 7, 1996, revision #2 datedJanuary 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 ASTMF-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) - wze: ny 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-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 006-0222.01 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. 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. w H&6 A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Datc: 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.I3 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., 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, filled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of3, prepared by Craig Parrino, P.E., dated Jame 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, datedAugust 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. 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 Conitol 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 MiamiDade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom 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. HqjKA. 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-RETe HIGH STRENGTH PRECAST AND r ' 1 PRESTRESSED CONCRETE LINTELS PROOLICr RUNMM asemplslry star atm rlarill E A' STIRRUPBA; STIRRUP DETAILS sue Ara 8" PRESTRESSEO 7/ 32'i 8A STIRRUPS TYPE " a" SnRRUPS + 5.- R" h UMILLS STIRRUP DETAILS Ux Y%YYC 1a1 SrAQMe veuorli 0. 134 N2 a a -r s o - f I3- 4- O.NO eel 1- 1 - a 0.130 on 7 32 17 -I a e a'-0' 0 a 0 1 I 1 -]•1I I a 0 4 -: f 717 7 2w 1-0• 77/326AN s1•-x- eo a'-e 3/a- 10 f1•-P 0.1oa 10-0 0. 100 oil 37 II•-10" a O a•-10 3/ to zr-0' 1` 1031Nt 231-10• I o a'-3 I/r• 10 8" PRECAST W/ 2" RECESS DOOR U—LINTEL DATA TABLE I'- 1- s - o a 1 1. Ij l"; 1 2.,%i..iu;czl.Irar YI.Ofi11C:Fi•t7 Y:Y(•li:l11 1!: rrr,I Y4.:6. Tfc m[II7EiI"' Rf?'T7©1110 OQ' iiF]CSim[1JflLl::.l'T.'GF7F]i1 4O omrrl¢rrm auarru n:-v'+ vno ma atsasrrrm v I,vao, cr, irvmr ruafu::s:l FR!Psr.raa vnaa f SiOmiG 67lIl>•Ql:l:IrR.PI!.r2l:s cam F4m3m nla. u n,v,c,'[.tia;Ii7.iax:rtl:f fi ILII:14In ____. 3 7 I I I I I I, 8" PRECAST U—LI EG{ 4•i f f C7'Will,%MEN rarr. i1::11J 1IJ 1 lTfI: TJI 7 tom® r vflo K" r NEMrs:_r a mMvc>to F r[fseL1mf 2 vLr1'J OFbi r"aaao rrr lL." UL!UUcmL?UmM 3LL1 t111..'iiaa3 U'AFiL'1ecimWL]O r romiv®a Qo rF"vijo v MMAK- 7CmFalm EY-A'fF 77f Emo ffrzrarx n®rrv=rr"nJ=Fr1uQE)n" mc raessiaFFa=n a1=u1"moo Gr rF dE[NnY fFi-:1 EUCIiEi t FBERW' II_ KEN f?mFF1CJFr1,0 r CtF,1Ff:•Lf Q]if T IQlGVF]C]IO 7Rs MOrNOSTANI o1rauj1011 a rNOM EN FOR 1R00YCr AMNOYAI. R ar FN = co n COr1a0RC IARf AM COMMIT a NCMMUC on oOTIMIOltO vximn INc I" Marna CONRNi or CA71-Csc1C um m L. aTAjr oora_lRreere IC..LAjLL ui Ali I. omveaac s1al: a/ss IM ASIMidol A 14 a wit, iNI io13A xwla or snum AND N NCOY OWE w ASIN Asisl 7/I0 OR,1 MOMIS O COONIa 114210111 FNON CA01 DiaUa 37Osar CO11-MAXAMN MITT AN CA O OFMC OCMNCam Get I" CCWILL sllalar Mill " IL 110, M IIIAMMs . . 11101 lit 1. commit OlCaoxM r.. sm nl run I' o NOm /NOks I slla0ra raslasaw UNI= r...00c 111 ros ALL M FOU EACNOOArrwACFReAMa am mod. N. 1.2 MIM3or ralramme rumm W I. ME& raRNaf ro= . we . t .. V).lo. Or COAa1TC MAT ec 0so 11 CIIV or rN smaw Win IOAMRCM cOec IISSIMICY a smffm1RnnMir10slim o ftm aar NAlmum "Ms. ENye ' , •, 0 VCT&i,JI Qw Its utaArrlyiylehOl.FLoldsIrIfId111I todCiCRAMPAPaNO6324CR579 f by Ud a bW O' Ft I Q G t;;,` SFFFKK FL33W r idAl EN,.•' FL.P,E,LIC.010.44756 CAST-CRETE 8" LINTEL FABRICATION DETAILS 1 rrm-14 area 1e CUR MGRKO. m - m a Nlfl RAICt - NI RILL a,Or,1s cam III am fu=. r3, - IM R2, asr I CIi1rJar RA Ia UICr 1 OF 3 _. SAFE GRAVITY LOADS FOR 8" PRECASTw/ 2" RECESS DOOR U-LINTELS 4-MV-4a4ra SAFE LOAD - POUNDS PER LINEAR FOOT TYPEI LENGTH 00 0IFl e1 m-M elf " um -a a 3mi m)-.11 is e6710-1e e6n4-1 eVle-le Wn-le WX ellr70••1 4'-4` (5n PRECAST 1 S35S xC0 4341 Slxi 6413 7567 11 369! MS 6579 e6w 1479 10e93 4'-6' 54 PRECAST 611997Me4946512469M( 7 se52M 4e7! 4000 479 10693 5'-8 (6B PRECAST o17w T277 xe3e J/02 u6e972{el 4567 GM n17 9311 5'-10`(70' PRECAST 9 16" 16002124 2649 3114 37M 3234x 4x4: ea» e1e6 740E eTOe68' (807 PRECAST ol 1625 3120 5M6 7747 144e 7J6001Rex! J120 5016 7l15 Q9 11'-6' 901 PRECAST 1490 24M 3776 5143 nM5149024M37755743 9'-0` (1167 PRECAST 66 999 IS66 2W 3129 4091 M26B!9 15e6 t7S1 J176 1150 SAFE LATERAL LOADS FOR 6•.aaffA9T.d 1• ocrt:414 nnna I1.1urrai B 1r SAFE LOAD PLF LENGTH TYPE 8RUIS 8RF6 R0 4'-4' (521 PRECAST 758 757 1164 4'-6- (54-) PRECAST 694 693 1073 5'-8' (6r) PRECAST 408 407 655 5-10'(70l PRECAST 382 381 616 6'-8' (801 PRECAST 595 788 464 7'-6' (901 PRECAST 509 674 363 9'-8' (1161 PRECAST 370 490 214 1) THE NU48ERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 • SEE GENERAL NOTE 18 FIELD ADOEO REBAR SEE GENERAL NOTE H0. 4 GENERAL 1) tt.b/de 11) Web a deetwoed"S-1/Y W maw A vs Mile b.me.eaN f p...d bw . 40M 14 wRiaa cd rdderdq •d i.a4 re p4dr.re4 6" a 6Mqr4It3m0d _ rldnar 3A kd NVyd• 13) IY .d.br sAm of Seth bddO k adaler cattle metal as dd 11•• c refry d date sp W i..rr6a'c .L A716 C-426 . ebw type./ .a0 ernrd..ar•r eel. 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Wit 6.6ry 10 Ewe Mel oft a IcelrA 7) 0a /I n14r aw be sulmsua Ir 4.0 13 m1r4 1) 6.rvalw./ rd e•i* •a W wor'brd wwo 4. 11 Ott toiw .Au emarkd.d bd. I" the .de tea low 17 rdl. olUq' 1 amiaa re" aaad d elver d d-a6r k4. Ob 10) 6JE . IN tided 11) Me. 601 ed6i r4. Is Is keeled d Me 6AM d I6- Well 4eeer. 1/2' ClR 1 SAFE UPLIFT LOADS FOR 8" PRECAST w/ T' RECESS DOOR U-LINTELS 4IC- 04e11,18SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH T1325 W10- 1 6ef14-1 ellfl6-1 eRf22-11 al 6Af70-II W10- 21 6Rr14-21 eene- 6N72-21 OMS- dVJO-n 4' d` (52') PRECASTI6ee 1J92 J096 3751 4445 5140 I= 13er 3036 1751 4443 5140 4'- 6' (54') PRECASTM4 nn av 3647 4215 4943 1W4 22n 2SD J607 4275 4913 5'- 8` (68) PRECAST 1 I797 2326 1654 33U 3911 1249 1T67 73U 2654 3M 3911 V- 10'(701 PRECAST 1207 17450,2L1! 2n3 3766 271E IVJ 1746 219E 2773 37M 2799 6 - 8` (80') P(2LTJLSf 111 I 19m 2429 2e71 332E ISM 2429 nM 389 7'- 6` (907 PRECAST 1765 2166 2567 L66 MMiGn1161211c1-47 2151 9'- 8' (116' PRECAST 172E 1540 1690' xle0 13N 1701 2016 7331 1) THE NIAISERS IN PARENDM ARE PERCENT REOUC110NS FOR OWE 40 flab Ao0E0 REwR SEE GENERAL NOTE NO. 4 TYPE OESIGNATION Rld$ 13E8 BE12 @E15L Fr -16u6 tml cm/ u . wau0 omxw m T3 Au6w Ar edrlml a leRn WITy. 8F16-18/IT 1101001. 9orRj LOMM 6r 15 Mal6Ello —+ MaeAr 107 15 REW AT for ImlIf) ROOb 1! y: I- 1n• wA6 l } o SEE SATE LARRAL LCM MO FOR 1M0 RATING f6R1 EAOI A000101rAt 8F32 4,•`, RWRRCEO CRU (RC161) FULL COURSE P100()UCrREws 1E0 C a4amRtrW, ri161hF'lall6tMeARodUkRsc** 10 or GR60 Accept m 0 03• ' i •, t. `!, `. tuA1. i GOw 15 R90t AI 60Rm1 Or E60ILam 41. c, • 60Rm16[rRmIl1Y. 7- yr ADA 1,60MUN IM[E e• 67100E abs c!A'" rRODUcr iuivww 44 • Ua"100-8me 6bdd4F ' * AftvUa a Nap1y1 oL J- jj r •' CRNOPARRNO 'A6 1 ¢r579 SEFFNFA. 1R.33586 ' ett]aaeah' I,-' T•.'9f7aiiii'.7 i1r T`I.SRT:rY I.TiYL.TL\($: fi1F1f66QSi7:I:1r<L1Ci1—i67r[TYL I CAS —CRETE 8" LINTEL FABRICATION DETAILS nra: Er1 .i1:n;u'lara; frrr[T7 'a • ' a\ rrdl;: rEer1:RrizT;7d: r,C ra»n; IYAMAT-l1\N9[li7:I1; UUYIYU[l M24,