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330 334 338 342 346 350 354 Misty Grove Ln- 17-2281; THORNEBROOK TOWNHOMES NEW SFHP i CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: Job Address: 36 G '_t Historic District: Ves 0 No FX Parcel ID: 21-19-30-5a6-0000.1-00 Residential IR Commercial 11 Type of Work: New El AdditionEl AlterationEl RepairEl DemoEl Change of UseEl Move 11 Description of Work: HEW 51HG E EAMILY TQVVWH HQME UHIT - TH BH BBQQK PHASE LOT NUMBER: '7 0 Plan Review Contact Person: Daphne Clark Title: ME, BrA MR, =I2 RM M191 " 0 1 Property OwnerInformation Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE# 200 Resident of property? ; NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: N/A Address: Phone: Fax- E-mail: Mortgage Lender: U16 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 I)ii commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application A* NO IICTF: 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 cornty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or tederal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien l.aw, 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 eftect 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. nature of O«ncr'Agent l)at2 f TAYLO_R_MORRISON OF F ORIDA INC Prirn Owner/Ag nt's Name 7)4 dz Signatweol'No(<uv Sfztt kl rrtta Date t Ci. A, v"CF 2G9i J3Pip", u ath 1SS Gi glfi Jane21,20i9 onbadZh'ad etNa rys r'ices Owner/Agent is _Y[ Tgsonally known to Me or Produced 11) ---N/A___ Type of ID nature 01'('0ntractoi/Agent - JOHN ASA WRIGHI' Print Conti actot'Agcnl's,f'ime 7 Al Signature of triiPaf} `Nttc,.crktt rtda t)At parr nu 0. A. CLARK Mt` OOMMISSM # FF 2091080FXPIPES: June 27, 2019 tt hru 84I90 W3ry Services Contractor/Agent is _YES Persorially known to Me of - Produced ID _N/A_ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BUildingg F;lectrical Mechanical I IN Plumbing Gas [Zoof Construction 'Type: _ Occupancy Use: Flood Lone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: z New Construction: Electric - # of Amps [so Plumbing - # of Fixtures 1 Fire Sprinkler Permit: Yes No # of pleads _- __— Fire Alarm Permit: Yes No APPROVALS: ZONING: WAS` F WATI;R: BUIL[)ING: . . f COMMENTS Ok to construct towrnhome with setbacks and impervious area shown on plan. No additional impervious permitted beyond initial ke%[sCd tune i0, 2015 I'ernot Application City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne(«)permitspermitspermits.com Property Address: 330 Misty Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2700 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: 110-1 New structure 0 Existing Structure (pre-2007 FIRM adoption) Fj Expansion/Addition E] 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) maNll,N 71,1\1-,ll,411,1'll",", smN, -aEHE 0014U Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F-1 The parcel is in the: El floodplain E:Ifloodway F--] A portion of the parcel is in the: F-1 floodplain F-1 floodway FE-1 The parcel is not in the: Wfloodplain Ofloodway El The structure is in the: Elfloodplain [-Ifloodway El The structure is not in the: F-1 floodplain 0 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# 17-2281 Reviewed by: Michael Cash, CFM Date: August 8, 2017 V IN L31 Application for Right -of -Way Use 0 for Driveway, Walkway & Landscap 1877 —,1 e R I D0 %, Department of Planning & Development Services fordfl,gov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407,688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. 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 plot clearly identifying the size and location of the existing right- ofo- way and use shall be provided or application could be delayed. 15 i(V - Kr&w ~s bebelowCallbeforeywdlg. 7IM"Batl4r 62K," 1. Project Location/Address: 30 2. Proposed Activity: '0 Driveway 11 Walkway El Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: MIWAIAY jEm &A AA ,ZThis application is submitted by: Property Owner Signature: Print Name: AV-4— ffm&low hwy_4 5 Address: 1;V Ir mmoIT, 9Z / Phone: ') itSAV Date: -7— 2-&— kudlz__b % 0 Fax.- "'hL2" V 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. Requester may, with written City authorization, remove said installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stom-fwater 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 Requester does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requesters expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employees 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 allomey'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. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: -7, )-& !2 This permit shall be posted on the site during construction. Please call 407.688,6080, Ext. 6401, 24 hours In advance to schedule a pro -pour Inspection. Pre - pour Inspection by: Date: ofsplemoor ZV TV ROW Use Driveway.pdf K3 L, SCPA Parcel View: 27-19-30-506-0000-2700 http://parceldetail.scpafl.org/ParceIDetaillnfo,aspx?PtD=2719305060... PrqpSMj Reg2r§ 9aco Parcel: 27-19-30-506-0000-2700 Owner: TAYLOR MORRISON OF FL INC Property Address: 330 MISTY GROVE LN SANFORD, FL 32771 Parcel Information Value Summary Parcel 27-19-30-506-0000-2700 2017 Working 2016 Certified Values Values Owner TAYLOR MORRISON OF FL INC Valuation Method Cost(Market CosttMarket Property Address 330 MISTY GROVE LN SANFORD, FL 32771 Number of Buildings 0 0 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Depreciated Bldg Value 0 Subdivision Name JdgRNRBQQKg_pHA5f_ Depreciated EXFT Value 0 Tax District Sl-SANFORD Land Value (Market) 18,300 0 DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag 0 Exemptions a 18,300 0 Portability Adj 0 i T" Save Our Homes Adj 0 0 22.33 22 22 22 i 22 22 Amendment I Adj 9,667 0 N) P&G Adj Assessed Value 0 8,633 0 0 0) 00 1, 4 0 01 95 Tax Amount without SOH: $0.00 O CO c0 zgl 0.00 f Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments 95 Seminole County GIS Legal Description LOT 270 THORNBROOKE PHASE 5 PB 81 PGS 68 & 69 Taxes Taxing Authority County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds Sales Description Date Book Assessment Value Exempt Values Taxable Value 8.633 $0 $8.633 18,300 $0 $18,300 8,633 $0 $8,633 8,633 $0 $8,633 8,633 $0 $8,633 Page Amount Qualified Vac/Imp No Sales Find Comparable Sales, Land Method Frontage Depth Units Units Price Land Value LOT 1 $18,300.00 Building Information Permits Permit # Description Agency Amount CO Date Permit Date 18,300 of 2 7/24/17, 3:19 PM REQUIRED INSPECTION SEQUENCE Permit # 17-2281 thru 17-2287 Address: 330 - 354 Misty Grove Ln BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence EL&t WCAL, Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final I - Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 171000Q5 BUILDING APPLICATION #: 17-10000577 BUILDING PERMIT NUMBER: 17-10000577 DATE: August 17, 2017 UNIT ADDRESS: MISTY GROVE LN 330 27-19-30-506-0000-2700 TRAFFIC ZONE:022 JURISDICTION: SEC- TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR 4350 MAITLAND FL 32751 LAND USE: THORNBROOKE PH 5 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 330 MISTY GROVE LANE THORNBROOKE PH 5 LOT 270 TOWNHOME FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* 00 000 dwl unit 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Multifamily 2,450.00 1.000 dwl unit 2,450.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 Z-) STATEMENT RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. DISTRIBUTION: I-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** vi PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE RE8UIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES OVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FTR T STREET, SANFORD FL, 32771; 407-665-7356, PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Prepared By KimCartel- and Taylor Morrison Homes Return To26O0Lake Lucien Drive, Suite 350 Maitland, FL3275| NOTICE OF COMMENCEMENT. State ofFlorida. County of Seininole. VNNU XN0UVyNU00 NU k0U0 NY UN1NU Y0NU kN0 y N0 N0m NVxxN m,mmv,,m,nmxxmm/ GRANT MALOY, SEMlNOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8960 Ps 1451 (1P9s) CLERK'S 4W 2017075931 RECORDED 07/ 27/2017 10:01:53 AM RECORDING FEES $ 10.00 RECORDED BY tsmith File undersigned hereby gives notice that improvements will be made to certain realproperty, and inaccordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description u[ property : LOT l70 Legal Description 1FhurubroukuPhase ` 1 according mthe plat thereof, uarecorded io P|uoBook$;/ -Page :*n`f/ hopub|icnzuoduo[Seminole County, Addresses Sanford FL General description of improvements : Single Family Hoine Owner information Narne Taylor Morrison o[Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL. 32751 4. Fee Simple Title Holder : N.A. 5. Contractor name and address : Name Taylor Morrison ofFlorida Inc. ddrcao 26O0Lake Lucien Drive Suite 350' Maitland, FL, 3275\ 6. 8urety:N.A. 7. LeudocN.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other dOCUrnents may 6oserved uaprovides 6y78]3(|)(a)7,Florida Statutes: N.A. y. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in7D]](|)(b). Florida Statutes. N.A. 10. Expiration date of notice of coin mmcement:One year from the (late of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713,13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. lLDwte Signed 8 nuo/ncof uu/sAgent in Asa Wright Sworn to and subscribed bo[hm rne this hvJohn Asa Wright whoW'rsonally known to me. pr. L N., CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION i-V W Application No: Documented Construction Value: $ 4907 Job Address:. 334 Misty Grove Lane , Historic District: Yes [I No 0 Parcel ID: (Thornbrook Lot 269) Residential 2 Commercial 0 Type of Work: New 2 Addition 11 AlterationEl RepairEJ Demo 0 Change of Use El move 11 Description of Work: Install new 2.5 ton HVAC with duct work (4 exhaust 1 d!yer) Plan Review Contact Person: Adlyn Rodriguez Title: Permit Clerk Phone: 407-975-2762 Fax: Email: adlyn.rodriquezflonestopcooling.com Property Owner Information Name Taylor Morrison of Florida Phone: 407-629-0077 Street. 2600 Lake Lucien Drive Suite 350 Resident of property? City, State Zip: Maitland, FL 32751 Contractor Information Name One Stop Cooling and Heating Phone: 4077975-2762 Street: 7225 Sandscove Count Fax: 407-629-9307 City, State Zip.. Winter Park, FL 32792 State License No.: CAC 032444 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 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 inust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FRC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 544 Edition (20114) 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 governniental entities such as water rnanagctnent 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 tinic 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 titne 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 pertnit is issucd OWNER'S AFFIDAVIT: I certify that all of the fore be done in compliance with all applicable laws regula Signature QfOwncr/Agenl 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 information is accurate and that all work will histructir in and zoning. S-111atury of Contractor/Agoit Kevin Stine Print C actor/Agent's Name 2' Signature -T4t-)%WWA6W 01/05/2018 Date KELLY WEBSTER Notary Public - State of Florida Commission # FF 978034 MY Comm. Expires Apr 4, 2020 Contractor/Ageilt Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical 0 Mechanical [I Plumbing[-] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: YesF1 No[] APPROVALS: ZONING: ENGINEERING: COMMENTS: it of Heads UTILITIES: FIRE: GasE] Roof F Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: YesE] No [] WASTE WATER: BUILDING: Revised: JkInc 30, 2015 Permit Application N SUBDIVISION:Ib or- C CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 11 -7 1 Documented Construction Value: S.!222 Job Address: A Historic District: YesEl Noo I . F-1 Parcel 11): 47A6j 1,45 Residential Commercial Lj 2 "TypeofWoit- I c N e NN Addition 11 AlterationEl Repair 0 Deno 1:1 Change of Ise El MoveEl Description of NVoric NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone. Street: Q Resident of property? City, State Zip: Contractor Information Nance NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2082 Street, 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No,: CFC1426562 Arch itect/ Eng I nee r Information Name Street City, St, zip: Bonding Company: Address: Phone: Fax E- mail: Mortgage Lender: Address: VARNINGTO OWNER: N'Ot'R FAILVRE *l'O RECORD A NOTICF, 01<'('OMNIFN('I,,Ml,,N'I'NIAN'IIFSIII,I- IN YOUR PAVING TWICE FOR IMPRONYNIFNTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSI*El) ON TllE JOR SITE BEFORE 'l'IlE FIRST I[NSPEX71ON'. IF YOU IN'VEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONIMENCEMEN-1, Application is hereby made to obtain a penint to do the work and installations as indicated. I certify that no work or installation has commenced prior to the ISSLIallCe of a permit arid 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. FRC105-3 Shall be inscribed With the date of applicalioll and the Code is effect its of that date: 5` Edition (29t4) Florida Building Code Revised June 30, 201 Pernia Application t I-( I . 1 it NOTICE In addition to the requirements of (his permit, there may he additional restrictions applicable to this property that may be found in the public records of this county, and (here may be additional permits required from other governmental entities such as water Inati'agen let it districts, state agencies, or tederal agencies Acceptance of'permit is verificationIcation that I \,\III notify the owner of the property ofthe requirements of lorida Lien Law, FS 713, The City of Sanford requires payment of'a plan review Ice at the time ot'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 ol'submittal. The actual constrLICUOrl 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 COnStrU01011 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. 911-t 6, arOtttTlAgetit Date Pont Omier/Agent's Name siviature or Notar\ -State ot'Florida rate Owner/Agent is — Personally Known to Me or Produced ID — Type of ID Contractor/Agent is _ Personally Produced ID TYPC of 11) — BELOW IS FOR OFFICE USE ONLY Permits Required: BLUldingR Electrical R Mechanical R PlurrtbingE] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - Af of Amps_ Fire Sprinkler Permit: YcsF No 0 # of I leads APPROVALS ZONING. FINGINEFRING, COMMENTS UTILITIES. FIRE, Gas Roof El Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: YesE] NOD WASTE WATER-, BUILDING: Roused June f(f, 201 il Permit Application UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering * Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Complianco, Inspection &Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407,423.0504 - F: 407.423.3106 Client: Taylor Morrison of Florida, Incorporated 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Project: Thombrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: Residential House Pad, Lot 270 Material: Fill Reference Datum: 0 = Top of Footing Hand Auger Borina§: Location of Auger Borings: Center Was Building Pad Staked: N Depth of Waterable Below Grade: N/A Borings Terminated 2 Feet into Native Ground? N Number of Locations: 1. Depth of Each Boring: 7.00 UES Project No: 0110.1401008.0000 Workorder No: 9338838-4 Report Date: 11 /13/2017 LIES Technician Albert Jacome Date Tested 11/08/2017 TY12e of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor 2'brown sand /w silt, 2'-5'brown silty sand /w clay, 5'-7' own/grey/silty sand 1w clay Unsuitable Soils: Laborato!y Test Results: Were unsuitable soils encountered: N Organic Content; N/A Moisture Content: N/A Samples Obtained: N Should Material be Removed: N/A In -Place Density Test Report The tests below meet the 95% minimum compaction requirement, Maximum Optimum Field Dry Field Soil Pass Test Density Moisture Density Moisture Compaction or No. Location of Test Range Pcf) N Pcf) N N Fail 10 North side (Footing) 0-1 ft 105,4 11.8 102.9 9.5 98 Pass 11 East side (Footing) 1-2 ft 105.4 11.8 104.2 10.1 99 Pass 12 Center of pad (TOF) 1-2 ft 1 105.4 1 11.8 1 105.2 1 11.6 1 100 1 Pass Remarks: (TOF) 0 = Top of Fill 330 Misty Grove Lane To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 CITY OF SANFORD Apptication No: Documented Construction Value. Job Address- 17 1 (" Historic District: Yes E] 23C 01— L I No Er", Parcel ID: Residential Commercial El Type of Work: New .AdditionEl AlterationEl RepairEl DemoEl Change ofUse l] Movel] n of, Work: Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name Phone: Street: City, State Zip: Title: Resident of property? : Contractor Information Name Phone: 11 Street:A, U)kl:: Fax: City, State Zip: Epl 7- 71 State License No.: b(' 300324 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO ONVNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CONINIENCEMENT 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 NNrill 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 fi-orn other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction_ (ng• signature of OA-ner,'Agent Date O,A,ner/Agent's Name Signature of of Florida —Bate Owner/Agent is Personally Known to Me or Produced ID _ Type of ID 4"17 STEPHANIE RALLO 1 Commission# FF 175017 Expires Novo T 9 2018 1-0015JIVE11- 116 caGQoMaota Contras, nown to Me or Produced ID Type of ID B"El"OW IS FOR OFFICE USE ONLY Permits Required: Building ElectricalEl Mechanical E] Plumbing[-] Gas E] Roof [—] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Nlin. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes] NoEl # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Flood Zone: of Stories: Plumbing - 4 of Fixtures Fire Alarm Permit: Yes 11 No El WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 270 Willow F HG - N Builder Name: One Stop Cooling and Heating P Street: 3 30 At 4 Permit Office: City, State, Zip: Sanford , FL , Permit Number 7 - 2 2 8 0to Owner: Taylor Morrison Jurisdiction: 91100 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (1690.0 sqft.) Insulation Area 2. Single family or multiple family Multi -family a, Frame - Wood, Exterior R=13,0 864.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 602.00 ft2 3. Number of units, if multiple family I c. Frame - Wood, Adjacent R=1 1.0 224.00 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1310.0 sqft.) Insulation Area a. Under Attic (Vented) R=30,0 1310.00 ft2 6. Conditioned floor area above grade (W) 2058 b. N/A R= ft2 Conditioned floor area below grade (W) 0 c. N/A R= ft2 11. Ducts R f12 7. Windows(230.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 411.6 a. U-Factor: Dbl, U=0,34 226.86 ft2 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 4.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.34 a, Central Unit 34.8 SEER:15.20 c. U-Factor: N/A ft2 SHGC: 13, Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 32.8 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 1.924 ft. Area Weighted Average SHGC: 0320 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2058.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 777.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 748.00 ft2 None c, other (see details) R= 533.00 ft2 15. Credits Pstat Glass/Floor Area: 0.112 Total Proposed Modified Loads: 56.11 PASSTotalBaselineLoads: 56.38 1 hereby certify that the plans and specifications covered by Review of the plans and CBE ST42 this calculation are in compliance with the Florida Energy specifications covered by this g Code. D,gltally signed by Bojan Boian PaukoviC Paukow calculation indicates compliance with the Florida Energy Code. 0 Date: 2017.06,19 11:15:26 -0400' PREPARED BY: Before construction is completed a 4 na DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance the Florida Energy Code. Florida Statutes. with J Wit OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handier 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. 6/19/2017 11:11 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot 270 Willow RHG - N Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2058 Lot # 270 Owner: Taylor Morrison Total Stories: 2 Block/SubDivision: Thornbrooke TH of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 315 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL , New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL.-ORLANDOINTLAR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blocki 2058 17474.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1st Floor 777 7226.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1281 10248 No 4 3 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 110 ft2 11 0.29 0 0.71 2 Floor over Garage 2nd Floor ---- ---- 423 ft-' 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1 st Floor 64.5 ft 0 777 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 748 ft2 0 0.29 0 0.71 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1467 ft2 0 ft2 Dark 0.6 N 0.6 No 0 26.6 ATTIC V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1312 ft2 N N 6/19/2017 11:11 AM EnergyGaugeg USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORMR4U6'2O14 CEILING V# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type WALLS Cavity Width Height Sheathing Framing Solar BelowVAdjacentOmtToWallTypeSpaceR-Value Ft In Ft In Area R-Value Fraction Absor. Grade% DOORS V# Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In WINDOWS Orientation shown is the entered orientation (=>) changed to A Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 NE=>N 1 Vinyl Low-E Double Yes 034 0.32 30.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 2 SW=>S 4 Vinyl Low-E Double Yes 0.34 0.32 45.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 SW=>S 5 Vinyl Low-E Double Yes 0.34 0.32 178 ft2 13 ft 0 in 2 ft 7 in Drapes/blinds None 4 SW=>S 5 Vinyl Low-E Double Yes 034 032 17.5 ft2 1 ft 0 in 11 ft0in Drapes/blinds None 5 SW=>S 5 Vinyl Low-E Double Yes 0,34 0.32 36.0 ft2 1 ft 0 in 11 ft0in Drapes/blinds None 6 NW=>W 6 Vinyl Low-E Double Yes 0.34 0.32 146 ft-' I ft 0 in 1 ft 0 in Drapes/blinds None 7 NW=>W 6 Vinyl Low-E Double Yes 0.34 0.32 30.0 ft2 1 ft 0 in I ft 0 in Drapes/blinds None 8 NW=>W 6 Vinyl Low-E Double Yes O31 0.34 4,0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 NW=>W 7 Vinyl Low-E Double Yes O34 0,32 36,0 ft2 1 ft 0 in 11 ft0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 6/19/2017 11:11 AM EnergyGaugeS USA - FlaRes2014 Section R405,4.1 Compliant Software Page 3 of 5 FORM R405-2014 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 00027 1456.2 79.94 150.34 .2424 5 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.7 32.8 kBtu/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15,2 34.8 kBtu/hr 1044 cfm 0.75 1 sys#1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0,9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cent # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool 1 Attic 6 4111.6 ft Attic 102.9 ft Default Leakage 2nd Floor (Default) (Default) TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: Cooling FeJanFeb Mar Ap r Oct NovMayJu Xj AJ1 Dec Heatin g Jan FebMar AprA I j May XjJun Jun Jul Aug Oct NovSeepxlH DecHVentingJanFebMarAprMayJunJulAugSepOctNovDec 6/19/2017 11:11 AM EnergyGauge@ USA - FlaRes2014 Section R405,4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 Cooling (WD) AM 78 PM 80 88 Cooling (WEH) AM 78 78 PM 78 78 Heating (WD) AM 66 66PM Heating (WEH) AM 66 66 PM 68 Hours 3 4 5 6 7 8 9 10 11 12 78 78 78 78 78 78 80 80 80 80 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 6/19/2017 11:11 AM EnergyGaugeB USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: Sanford , FL MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553,9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings, The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4, 0 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4, 1.1 and R402.4.1,2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4. 1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance, 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, and 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, 0 R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. 0 R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/l.S,2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 0 R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1,57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory), Heat pumps having supplementary electric- resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load, 0 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403,2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handier enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0,1 inches w.g. (25Pa) across the system, including the manufacturer's air handier enclosure. All registers shall be taped or otherwise sealed during the test. If the air handier is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 L/min) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/19/2017 11:12 AM EnergyGauge-8 USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (411C) or below 55°F (1 3'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank, R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 1 00'F to 140°F (38°C to 60'C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403,4.4.2, 1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating, R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems, R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load, 6/19/2017 11:12 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1 Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6, 1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403,6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized, R403,7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403,9,1 through R403.9.3 and in accordance with ANSI/APSP-1 5. The energy requirements for portable spas shall be in accordance with ANSI/APSP-1 4, 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting, R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21,56, Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. 0 R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. 0 R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. 0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY, All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. 0 R405.2.1 Performance ONLY, Ceilings shall have minimum insulation of R-1 9. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R- 10 is allowed. 6/19/2017 11:12 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4,1 Com Page 3 of 3 FORM R40 -2014 NERGY PERFORMANCE LEVEL (EP DISPLAY CARD i ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the Ene»gyporfonnenoeIndex, the more efficient the home. New construction mexisting e, Single family mmultiple family a. Number uxunits, nmultiple family Number ofBedrooms x /nthis eworst case? V Conditioned floor area («q vvinuowa^` oaaonptivn u-Factor: om.u= o.o* snGC: SH8c=0.32 u U- Factor: Dm.u~o31 onsc: SHGC~0.34 cupactv N/ A S*GC: u. U'Fpcmr N/ A S* GC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) e Wall Types n,vla/mm Area Multi-family-familyr WoodExterior a. Frame` n~130 aa* onnr u,Concrete Block w/msul.Exterior n~ 4.1 e02.00n2 n.Frame ' Wood, Adjacent R~i 1. 0 22*.00n° o umm n~ W m Ceiling Types Insulation Area No a. Under Attic (Vented) n~auu 131n00n2 2058 u mm n= ft2 Areao mw R= n, cun,mnv` Ducts a.Sup: Attic, nm: Attic, *n: cnoFloor n o` n */1a 400n" 1o.Cooling systems xcuvm, smoicmov n, Floor Types Insulation a,nlab-On~ GradeEdge Insulation n~no u. Floor Over Other Space R~no c. other (see details) R= ft2 13.Heating systems a.Electric Heat Pump 1, e24n. ouuo Area 4,Hot water systems 777,00| p a. E|umnv 74aonh" Conservation features ooxVun2 wvna 15, Credits 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. CVhemWse, a new EPL Display Card will be completed based oninstalled Code compliant features. Builder Signature: A, Date: -7, 2,(* - t kBtu/h, Efficiency 32 e H8ppmm Cap: omgallons sp: o.9 Note: This isnot aBuilding Energy Rating. | fyour Index isbelow 7O.your home may qualify for energy efficient mortgage (EEM)incentives ityou obtain aFlorida EnorgyGaugeRating. Contact the Ene»gyGaugeHotline u1(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. 6/19/2017 11:11 AM EnergyGaugeO USA - FIaRes2014 - 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 270 Willow RHG - N Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/19/2017 11:12 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsoftt Project Summary Entire House One Stop Cooling and Heating Job: Lot 270 Willow RHG - N Date: 06-19-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FL Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 68 OF Design TD 26 OF Heating Summary Structure 13492 Btuh Ducts 2629 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 16121 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Coolingg Area (ft2) 2091 2091 Volume (ft3) 17736 17736 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 121 62 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-036-230-19 AHRI ref 7044407 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 24 OF 8.7 HSPF 32800 Btuh @ 470F 0 0 cfm 0 cfm/Btuh 0.50 in H 20 Summer Design Conditions Outside db 92 OF Inside db 74 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 gr/lb Sensible Cooling Equipment Load Sizing Structure 17859 Btuh Ducts 8351 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Equipment sensible load 25529 Btuh Latent Cooling Equipment Load Sizing Structure 2850 Btuh Ducts 1826 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4676 Btuh Equipment Total Load (Sen+Lat) 30205 Btuh Req. total capacity at 0.75 SHR 2.8 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-036-230-19 Coil CBX27UH-036-230`++TDR AHRI ref 7044407 Efficiency 12.5 EER, 15.2 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.044 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.85 Sold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsofttt 2017-Jun-1911:09:51 g Righl-S,ileO Universal 2017 17.0.23 RSU16877 Page 1 n\Desktop\TEMP PRINT\Lot 270 Willow RHG - N.rup Calc = MJ8 Building faces: N wrightsoft" Right-JO Worksheet Job: Lot 270 Willow RHG - N Entire House Date: 06-19-2017 One Stop Cooling and Heating By: LF/Mi 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web www.OneStopGooling,com License CAG032444 1 Room name Entire House POU 2 Exposed wall 172.5 It 0 It 3 Room height 8.5 If d 9.3 It heaticool 4 5 Room dimensions Room area 2090.5 ft' 4,0 x 9.0 It 36.0 it' Ty Construction U-value Or HTM Area (w) Load Area (w) Load number Btuh/ttl-'F) or perimeter (it) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat cool 6 VL.G 12C-0sw 4A5-2ov 0.091 0.340 ne ne 238 8.87 2.41 2174 176 30 146 0 347 266 351 712 0 0 0 0 0 0 0 0 W 13A-flocs 0.143 ne 3,73 2.90 14 14 52 40 0 0 0 0 W 123-0sw OM1 se 238 2.41 24 24 57 58 0 0 0 0 11 V- G 12C-Osw 0.091 sw 2.38 2.41 176 131 311 315 0 0 0 0 4A5-20v 0.340 sw 8.87 22.69 45 6 399 1021 0 0 0 0 W 13A-4ocs 0,143 sw 3.73 2,90 219 147 549 426 0 0 0 0 I OD-v 0.340 sw 8.87 7.73 18 18 159 138 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 18 0 155 426 0 0 0 0 4A5-20v 0.340 sw 8.87 24,37 36 0 319 877 0 0 0 0 12C-Osw 0.091 nw 2.38 2.41 488 439 1044 1058 0 0 0 0 4A5-2ov 0.340 nw 8.87 23.74 15 0 129 346 0 0 0 0 4A5-2ov 0,340 nw 8,87 23.74 30 0 266 712 0 0 0 0 465-2(v 0.310 nw 8.09 24.28 4 0 32 97 0 0 0 0 I 3A-4ocs 0.143 nw 333 2190 367 307 1147 890 0 0 0 0 0 D -v 0.340 nw 8,87 16,62 24 0 213 399 0 0 0 0 4A5-2ov 0.340 nw 8.87 23.74 36 0 319 855 0 0 0 0 R L-D 120-Osw 0.091 2.38 1.51 223 205 488 309 56 56 133 84 11DO 1613-30ad 0.390 0.032 n 10.18 0.84 12.27 1.76 18 1312 18 1312 182 1096 219 2307 0 0 0 0 0 0 0 0G F 19A-Obscp 0.295 2.89 2.04 ill ill 320 225 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 423 423 188 132 0 0 0 0 F 22A-tpm 1,180 30.80 0.00 779 65 1986 0 36 0 0 0 c) A ED excursion 2072 3 Envelope loss/gain 10025 13988 133 811162a) Infiltration 3466 1252 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 17001 0 Subtotal (lines 6 to 13) 13492 17859 133 81 Less external load 0 0 0 0 Less transfer 0 0 0 0rRedistribution0000 14 Subtotal 13492 17859 133 81 15 Duct loads 191% 471% 2629 8351 19% 47% 26 38 Total room load 16121 262101 158 118 Air required (cfm) 01 1160 0 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsc)-ft, 2017-Jun-19 11:09:51 Right-SuileO Universal 2017 17,0,23 RSU16877 Page 1A(:Z5K ... n\Des1klopJElVIP PRINT\Lot 270 Willow RHO - N.rup Calc = MJ8 Building faces. N wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 270 Willow RHG - N Date: 06-19-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: www,OneStopCooling com License CAC032444 1 Room name KIT FAM 2 Exposed wall 12.0 ft 28.0 It 3 Room height 9.3 It heat/cool 9.3 ft heaticool 4 Room dimensions 18.0 x 10.5 It 15.0 x 13.0 It 5 Room area 189.0 ft2 195.0 Its Ty Construction U-value Or HTIVI Area (ft2) Load Area (w) Load number Bluh/ftl-'F) Bt /ft2) or perimeter (ft) Eh h) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat cool 6 12C-Osw 0.091 ne 2,38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0340 ne 8.87 2174 0 0 0 0 0 0 0 0 W 13A-4ocs 0,143 ne 3,73 2.90 0 0 0 0 0 0 0 0 W 12C-0sw 0,091 se 2.38 2.41 0 0 0 0 0 0 0 0 1 1 VL--G 1 2C -0sw 0.091 sw 2,38 2A1 0 0 0 0 0 0 0 0 4A5-2ov 0,340 sw 8.87 22.69 0 0 0 0 0 0 0 0 3A-4ocs 0A43 sw 3.73 2.90 14 14 52 40 140 86 321 249 TE 1 10D-v 0.340 sw 8,87 7.73 0 0 0 0 0 0 0 0 4A5-2ov O.W sw 87 24.37 0 0 0 0 18 0 155 426 4A5-2ov 0,340 sw 8.87 NX 0 0 0 0 36 0 319 877 12C-Osw 0,091 nw 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0,340 nw, 8,87 23.74 0 0 0 0 0 0 0 0 4A5-2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 4B5-2fv 0.310 nw 8.09 24.28 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 173 290' 98 98 364 283 121 121 451 350T100-V 0.340 nw 8.87 16.62 0 0 0 0 0 0 0 0 4A5-2ov 0,340 nw, 8.87 23,74 0 0 0 0 0 0 0 0 R L-D 12C-Osw 0,091 2.38 1.51 167 150 355 225 0 0 0 0 11DO 0,390 n 10.18 12.27 18 18 182 219 0 0 0 0 C 1613-30ad 0M2 0,84 1.76 0 0 0 0 0 0 0 0 F 19A-Obscp 0295 2,89 2,04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0,44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30,80 0.00 189 12 370 0 195 28 862 0 c) AED excursion 811 475 Envelope loss/gain 1323 686 2109 23781162a) Infiltration 264 95 617 223 b) Roorrivemilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 1 1587 19821 2726 2601 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1587 1982 2726 2601 1 Duct loads 1 190/0 471% 309 927 19% 1 471% 531 Total room load 1 1897 2909 3257 1216 3817 Air required (cfm) 01 1291 0 169 Calculations aggroved by ACCA to meet all requirements of Manual J 8th Ed. Pk vvii-Ightscoft, 2017-Jun-19 11:09:51 Right-SuiteO Universal 2017 17.()M RSU16877 Page 2 n'0esktop\TEMP PRINT\Lot 270 Willow RHG - N.rup Calc = MJ8 Building faces: N wrilightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 270 Willow RIFIG - N Date: 06-19-2017 By: LF/MC/BP 7225 Sandscove Court. Winter Park, FL 32792 Phone (407) 629 - 6920 Fax, (407) 629 - 9307 Web. www,OneStopCooling com License CAC032444 1 Room name CAFE STR1 2 Exposed wall 24.5 It 0 It 3 Room height 9.3 It heat/cool 93 If heat/cool 4 Room dimensions 1.0 x 310,5 It 4,0 x 12.0 If 5 Room area 310,5 ItP 48.0 W Ty Construction U-value or HTM Area (w) Load Area (ft2) Load number Btuh/ft2-1F) Btuh ft2) I or perimeter (ft) Btuh) or perimeter (ft) Bt h) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VLG 12C-Osw O,091 ne 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 ne 8.87 2174 0 0 0 0 0 0 0 0 W 13A -4ocs 0,143 ne 3,73 2.90 14 14 52 40 0 0 0 0 W 12C-Osw 0,091 se 2,38 2.41 0 0 0 0 0 0 0 0 11 12C-Osw 0.091 sw 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0 1 3A-40cs 1 00-V 0.143 0.340 sw sw 3,73 8.87 2:90 7.73 65 18 47 18 176 159 137 138 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8,87 24.37 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 12C-0sw 0.091 nw 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0,340 nw 8.87 23.74 0 0 0 0 0 0 0 0 4A5-2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 4B5-2fv 0310 nw 8,09 24,28 0 0 0 0 0 0 0 0 13AAocs 0,143 nw 173 2M 149 89 331 257 0 0 0 0 00-V 0,340 nw, 8,87 16.62 24 0 213 399 0 0 0 0 4AS-2ov 0.340 nw 8.87 2174 36 0 319 855 0 0 0 0 R L- D 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 11DO 16B- 30ad 0.390 0.032 n 10. 18 0,84 12.27 1.76 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c F19A- 0bscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 IF 19C- 19cscp 0,049 0.44 0,31 0 0 0 0 0 0 0 0 F 22A- tpm 1.180 30.80 OM 311 25 755 0 48 0 0 0 61 c) AED excursion 8141 1 0 1 Envelope loss/gain 2005 2640 0 0 12 a) Infiltration 540 195 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 0 0 Subtotal (lines 6 to 13) 1 2545 2835 01 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2545 2835 0 0 15 Duct loads 1 191% 471% 4961 1326 191% 471% 0 0 Total room load I 3041 1 41610 Air required ( cfm) 01 184 0 Calculations roved by ACCA to meet all requirements of Manual J 8th Ed. rk vvit- lights4oft, 2017-Jun-19 11,09:51 ACT51 Right- SuiteO Universal 2017 17,0.23 RSU16877 Page 3 n\DesktopJEMP PRINTI'Lot 270 Willow RHG - N.rup Calc = MJ8 Building faces: N wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 270 Willow RHG - N Date: 06-19.2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web wwwOneS(opCooling com License CAC032444 1 Room name MBED MWIC 2 Exposed wall 30.5 It 7.0 If 3 Room height 0 If heat/coal 8,0 It heat/cool 4 Room dimensions 15.0 x 15.5 It 7.0 x 12.5 it 5 Room area 232.5 ft2 87,5 It' Ty Construction U-value Or HTM Area (I t2) Load Area If t2) Load number Btuh/ft2-'F) B( /ft?) I or perimeter (11) St h) or perimeter (ft) Stuh) Heat cool Gross NIP/S Heat cool Gross N/P/S Heat cool 6 tftf 1213-0sw 0L0911 ne 2,38 2,41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 ne 8,87 2334 0 0 0 0 0 0 0 0 W 13A -4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 se 2.38 2.41 0 0 0 0 0 0 0 0 11 Vr---.G 1 2C-0sw 0,091 sw 2.38 2.41 120 75 178 181 56 56 133 135 4A5-2ov 0.340 sw 8,87 22.69 45 6 399 1021 0 0 0 0 1 3A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 1 OD-v 0.340 sw 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5-2ov 0340 sw 8.87 24.37 0 0 0 0 0 0 0 0 12C-0sw 0.091 nw 2.38 2,41 124 109 260 263 0 0 0 0 4A5-2ov 0.340 nw, 8.87 23.74 15 0 129 346 0 0 0 0 4A5-2ov 0340 nw 8.87 23.74 0 0 0 0 0 0 0 0 465-2tv 0.310 nw 8,09 24.28 0 0 0 0 0 0 0 0 13A-flocs 0.143 nw, 3.73 2.90 0 0 0 0 0 0 0 0 100-V 0.340 nw 8.87 16.62 0 0 0 0 0 0 0 0 4AS-2ov 0,340 nw 8.87 23.74 0 0 0 0 0 0 0 0 R L--0 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 11DO 16B-30ad 0.390 0.032 n 10.18 0L84 12.27 1.76 0 233 0 233 0 194 0 409 0 88 0 88 0 73 0 154C F 19A-Obscp 0,295 2,89 2.04 91 91 263 186 0 0 0 0 F 19C-19cscp 0.049 0,44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30-80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 4781 1 Envelope loss/gain 1424 28841 1 206 275 12 a) Infiltration 578 209 133 48 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 21 460 0 0 Appliances/other 1 0 0 Subtotal (lines 6 to 13) 2002 3552 339 323 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2002 3552 339 323 15 Duct loads 191% 471% 390 1661 1 9P/0 471% 66 151 Total room load 1 2392 5214 4051 475 Air required (cfm) 01 231 0 211 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriqhtsc)ift' 2017-Jun-19 11 09:51 Right-SuiteO Universal 2017 17 0.23 RSU16877 Page 4 n\Desktop',TEMP PRINT\Lot 270 Willow RHG - N,rup Cale = MJ8 Building faces: N wrightsoft Right -JCS} Worksheet Job: Lot 270 Willow RHG - N Entire House Date: 06-19-2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: www.OneStopCooling com License: CAC032444 1 Room name LAUN IvIBTH 2 Exposed wall 0 It 11'0 It 3 Room height 8.0 It heat/cool 8.0 It heat 'cool 4 5 Room dimensions Room area 7.0 x 9.5 It 66.5 ft2 1'0 x 103.8 I 103.8 ft2 Ty Construction U-value Or HTM Area (w) Load Area (ft2) Load number Btuh/ft2-'F) Bt /ft2) or perimeter (ft) Bt jh) or perimeter (ft) Btuh) Heat Cool Gross N/PIS Heat cool Gross NIP/S Heat Cool 6 VL-G 12C-Osw 4A5-2ov 0.091 0.340 ne ne 2.38 8.87 2,41 23,74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-4ocs 0,143 ne 3,73 2.90 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 se 2,38 2.41 0 0 0 0 0 0 0 0 11 12C-Osw 0.091 sw 2,38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8,87 22.69 0 0 0 0 0 0 0 0 1 3A-4ocs 0.143 sw 3.73 2,90 0 0 0 0 0 0 0 0 1 M-V 0.340 sw 8.877,73 0 0 0 0 0 0 0 0 4A5-2ov 0,340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5-2ov 0,340 sw 8.87 2437 0 0 0 0 0 0 0 0 12C-Osw 0.091 nw 2,38 2,41 0 0 0 0 88 84 200 202 4A5-2ov 0.340 nw 8,87 23.74 0 0 0 0 0 0 0 0 4A5-2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 4135-2tv 0.310 nw 8.09 24.28 0 0 0 0 4 0 32 97 1 3A-4ocs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 1OD-v 0.340 nw 8,87 16.62 0 0 0 0 0 0 0 0 4A5- 2ov 0.340 nw 8.87 2174 0 0 0 0 0 0 0 0 R L- D 12C- 0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 11 DO 1613- 30ad 0. 390 0. 032 n 10.18 0. 84 12. 27 1, 76 0 67 0 67 0 56 0 117 0 104 0 104 0 87 0 182 CF 19A-Obscp 0.295 2.89 2,04 0 0 0 0 4 4 11 8 IF 19C-190scp 0.049 0,44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30,80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1 24 1 37 Envelope loss/gain 56 93 329 526 12 a) Infiltration 0 0 208 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 5W 0 Subtotal ( lines 6 to 13) 56 593 5381 601 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 9 18 0 0 14 Subtotal 64 611 538 601 15 Duct loads 191% 471% 13 285 191% 47% 105 281 Total room load 77 8% 1 643 883 Air required (cfm) 0 40 1 0 39 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Z wrlghts4ofilt- 2017-Jun-19 11 09:51 Right- SuiteO Universal 2017 17,0,23 RSU16877 Page 5 n\ Desktop\TEMP PRINT\Lot 270 Willow RHG - N.rup Calc = MJ8 Building faces: N wrightsoft Right-JO Worksheet Job. Lot 270 Willow RHG - N Entire House Date: 06-19-2017 One Stop Cooling and Heating By: LFIMC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web, www,OneStopCooling.com License. CAC032444 1 Room name MTOI WIC2 2 Exposed wall 0 If 14.0 If 3 Room height 0 It heat/cool 8,0 If heat/cool 4 Room dimensions 6.5 x 3,5 It 5,0 x 9.0 If 5 Room area 22.8 W 45,0 112 Ty Construction U-value Or HTIVI Area (w) Load Area (ft') Load number Btuh/tt2-'F) Btuh/fll) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool I Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 4A5-2ov 0.091 0.340 ne ne 2.38 8.87 2.41 23.74 0 0 0 0 0 0 0 0 40 0 40 0 95 0 96 0 W 13A-flocs 0,143 ne 3.73 2,90 0 0 0 0 0 0 0 0 IN 12C-Osw 0.091 se 238 2.41 0 0 0 0 0 0 0 0 11 V" 12C-Osw 0,091 sw 2.38 2,41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0 1 3A-4ocs 1 OD-V 0,143 0.340 sw sw 3.73 8.87 2.90 7.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ov 4A5-2ov 0,340 0,340 sw sw 8.87 8.87 24.37 24,37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C 'Osw 0.091 nw 2.38 2.41 0 0 0 0 72 72 171 173 4A5-2ov 0,340 nw 8.87 23.74 0 0 0 0 0 0 0 0 4A5-2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 4B5-2fv 0.310 nw 8,09 24,28 0 0 0 0 0 0 0 0 i 3A'4ocs 0.143 nw, 3.73 2.90 0 0 0 0 0 0 0 0 i 0DV 0.340 nw 8.87 16.62 0 0 0 0 0 0 0 0 4A5-2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 P L-D 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 11DO 0,390 n 10.18 12.27 0 0 0 0 0 0 0 0 C 1613-30ad OM2 0.84 1.76 23 23 19 40 45 45 38 79 F 19A-Obscp 0,295 2.89 2,04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0,44 0,31 0 0 0 0 45 45 20 14 F 22A-tpm 1.180 30,80 0,00 0 0 0 0 0 0 0 0 61 c) AED excursion 2 18 1 Envelope loss/gain 19 38 324 345 12 a) Infiltration 0 0 265 96 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 01 1 0 Subtotal (lines 6 to 13) 19 381 589 441 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19 38 589 441 15 Duct loads 19% 471% 4 18 191% 47-/.l 115 206 Total room load 23 56 1 703 647 Air required (cfm) 0 1 21 0 29 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A;- -Fk wrlightsSoft- 2017-Jun-19 11.09:51 Right-SuiteO Universal 2017 17.023 RSU16877 Page 6 n\Des1ktop\TEMP PRINT\Lot 270 Willow RHG - N.rup Calc = MJ8 Building faces. N J I 9w wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 270 Willow RHG - N Date: 06-19-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www,OneStopCooling,com License: CAC032444 1 Room name BED3 WIC3 2 Exposed wall 18,0 It 5,0 it 3 Room height 8,0 It heat/cool 8.0 It heaticool 4 Room dimensions 12.0 x 12.0 It 5,0 x 9.0 it 5 Room area 144.0 Q2 45.0 ft2 Ty Construction U-value Or HTM Area ((12) Load Area (W) Load number Btuh/ft2-'F) Btuh/ft or perimeter (it) Bt h) or perimeter (it) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat cool 6 Ivy U--G 12C-Osw 0.091 ne 2.38 2,41 96 66 157 159 40 40 95 96 4AS-2ov 0340 ne 8.87 23.74 30 0 266 712 0 0 0 0 W 13A -4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 se 2,38 2.41 24 24 57 58 0 0 0 0 11 W 12C-0sw 0MI sw 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0 1 3A-4ocs 0,143 sw 3.73 2.90 0 0 0 0 0 0 0 0 10D-v 0.340 sw 8,87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0,340 sw 8.87 24:37 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8,87 NX 0 0 0 0 0 0 0 0 12C-0sw 0.091 nw 2.38 2.41 24 24 57 58 0 0 0 0 4A5-2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 4A5-2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 485-2fv 0.310 nw 8.09 24.28 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 100-V 0.340 nw, 8.87 16.62 0 0 0 0 0 0 0 0 4A5-2ov 0,340 nw, 8.87 23.74 0 0 0 0 0 0 0 0 R L-D 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 11DO 0.390 n 10.18 12.27 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0,84 1.76 144 144 120 253 45 45 38 79 F 19A-Obscp 0.295 2,89 2.04 12 12 35 24 0 0 0 0 F 19C-19cscp 0,049 044 0.31 132 132 59 41 45 45 20 14 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1311 9 Envelope loss/gain 750 14361 153 181 12 a) Infiltration 341 123 95 34 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1091 1790 247 215 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1091 1790 247 215 1151 Duct loads 1 191% 47% 213 837 199/01 4 7% 1 48 100 Total room load I 1304 2626 295 315 Air required (cfm) I 0 I 116 01 14 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A_ wwrightsc),ft- 2017-Jun-1911:09:51 Right -Suited Universal 2017 1T0.23 RSU 16877 Page 7 n\Desktop\TEMP PRINT'Lot 270 Willow RHG - N.rup Calc = MJ8 Building faces: N wrightsoft Right-JO Worksheet Job: Lot 270 Willow RHG - N Entire House Date: 06-19-2017 One Stop Cooling and Heating By: LFIMC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone, (407) 629 - 6920 Fax: {407) 629 - 9307 Web www OneStopCooling.com License CAC032444 I Room name ETH2 T012 2 Exposed wall 0 It 0 If 3 Room height 8.0 If heat/cool 8,0 It heat/cool 4 Room dimensions TO x 5.5 If 7.0 x 6.0 If 5 Room area 38.5 ft2 42.0 Q2 Ty Construction Ll-value Or HTIVI Area (fr) Load Area (w) Load number Btuh/ftl-'F) Bt /42) or perimeter (ft) Bt h) or perimeter (ft) Btuh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat CoolI6f , 12C-Osw 0,091 ne 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 ne 8,87 23,74 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 he 3.73 2.90 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 se 2.38 2,41 0 0 0 0 0 0 0 0 11 VL-G 1 2C-Osw 0,091 sw 2,38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8,87 22.69 0 0 0 0 0 0 0 0 1 3A-4ocs 10D-v 0.143 0.340 sw sw 3,73 8,87 2.90 7.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24,37 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8,87 24.37 0 0 0 0 0 0 0 0 12C-Osw 0.091 nw 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 4A5-2ov 0.340 nw, 8,87 23,74 0 0 0 0 0 0 0 0 485-2tv 0,310 nw 8,09 24.28 0 0 0 0 0 0 0 0 I 3A-4ocs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 10D-v 0.340 nw 8,87 16.62 0 0 0 0 0 0 0 0 4A5-2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 FL_12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 D 11DO 0.390 n 10.18 12.27 0 0 0 0 0 0 0 0 C 16B-30ad 0M2 0.84 1.76 39 39 32 68 42 42 35 74 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-190scp 0,049 0.44 0.31 39 39 17 12 20 20 9 6 F 22A-tprn 1.180 30.80 OM 0 0 0 0 0 0 0 0 61 c) AED excursion 3 3 Envelope loss/gain 49 77 44 77 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0, Appliances/other 01 0 Subtotal (lines 6 to 13) 1 49 77 44 77 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 9 18 14 Subtotal 49 77 53 95 15 Duct loads 1 190/0 471% 10 36 19%1 4 7% 1 101 44 Total room load 1 591 1121 1 1 631 139 Air required (cfm) 0 5 0 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Jun-19 11 09:51vvriightsoft' Right-SuileO Universal 2017 17,0,23 RSU16877 Page 8 n\Desktop\TEMP PRINT\Lot 270 Willow RHG - N.rup Calc = MJ8 Building faces: N wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 270 Willow RHG - N Date: 06-19-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park. FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web www.OneStopCooling.com License: CAC032444 1 Room name BED2 LOFT 2 Exposed wall 11.5 It 11.0 It 3 Room height 8,0 If heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 11,5 x 11.5 It 132.3 ft2 1.0 x 290,3 It 290,3 W Ty Construction U-value Or HTIVI Area (ft2) Load Area (It2) Load number Btuh/ftl-,F) Bt /ft2) or perimeter (it) Bt h) I or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat cool Gross NIPS Heat cool 6 VLG12C-0sw OMI ne 2.38 2,41 0 0 0 0 0 0 0 0 4A5-2ov 0,340 ne 8.87 23.74 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 se 2.38 2.41 0 0 0 0 0 0 0 0 11 Vr1 2C-OSW 0.091 sw 2,38 2.41 0 0 0 0 0 0 0 0 4,' 4A5-2ov 0,340 sw 8.87 22.69 0 0 0 0 0 0 0 0 1 3A-4ocs 1 OD-v 0,143 0.340 sw sw 3 ' 73 8.87 2.90 7.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4AS-2ov 0,340 sw 8.87 24,37 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24,37 0 0 0 0 0 0 0 0 12C-Osw 0.091 nw 2,38 2.41 92 77 183 185 88 73 173 176 4A5-2ov 0.340 nw 8.87 23.74 0 0 0 0 0 0 0 0 4A5-2ov 0340 nw 8,87 23,74 15 0 133 356 15 0 133 356 4135-2tv 0,310 nw 8.09 24,28 0 0 0 0 0 0 0 0 1 3A-4ocs 0.143 nw, 173 2.90 0 0 0 0 0 0 0 0 I OD-v 0340 nw 87 16.62 0 0 0 0 0 0 0 0 4A5-2ov 0,340 nw 8.87 2174 0 0 0 0 0 0 0 0 L---D 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 11DO 0.390 n 10.18 12,27 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0,84 11.76 132 132 110 233 290 290 242 510 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 4 4 11 8 F 19C-1 90scp 0.049 0.44 0.31 109 109 48 34 33 33 15 10 F 22A-tprn 1.180 30,80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 149 148 Envelope loss/gain 475 957 574 1208 12 a) Infiltration 218 79 208 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 693 1266 783 1284 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 34 69 14 Subtotal 693 1266 817 1353 15 Duct loads 1 190/0 471% 135 592 1991, 479% 159 6331 Total room load 1 828 1857 976 1985 Air required (ctm) 01 82 0 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rk vvrilghtsukft' 2017-Jun-19 11:09:51 Right-SuiteG Universal 2017 17.0.23 RSU16877 Page 9 ri\Desktop'.TEMP PRINT\Lot 270 Willow RHG - N.rup Calc = MJ8 Building faces: N wrightsoft Right-JO Worksheet Job: Lot 270 Willow RHG - N Entire House Date: 06-19-2017 One Stop Cooling and Heating By: LFIMC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www,OneS(opCooling,com License: CAC032444 1 Room name STR2 2 Exposed wall 0 If 3 Room height 0 It heal/cool 4 5 Room dimensions Room area 4.0 x 15.5 It 62.0 Q2 Ty Construction U-value Or HTIVI Area (w) Load Area Load number Btuh/ftl-'F) Btuh ft2) I or perimeter (ft) Bt h) or perimeter Heat Cool Gross N/P,'S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 ne 2.38 2.41 0 0 0 0 4A5-2ov 0.340 ne 8,87 23.74 0 0 0 0 W 13A-flocs 0.143 ne 3.73 2.90 0 0 0 0 W 12C-Osw 0,091 se 2,38 2.41 0 0 0 0 11 V 12C-Osw 0,091 sw 2.38 2.41 0 0 0 0 4A5-2ov 0,340 sw 8,87 22.69 0 0 0 0 1 3A-4ocs 0,143 sw 3,73 2.90 0 0 0 0 10D-v 0.340 sw 8,87 7.73 0 0 0 0 4A5-2ov 0,340 sw 8.87 24,37 0 0 0 0 4AS-2ov 0,340 sw 8.87 24.37 0 0 0 0 12C-Osw 0.091 nw 2.38 2,41 0 0 0 0 4A5-2ov 0.340 nw 8.87 23.74 0 0 0 0 4A5-2ov 0,340 nw 8.87 23.74 0 0 0 0 4B5-2tv 0,310 nw 8.09 24.28 0 0 0 0 V 13A-flocs 0.143 nw 3.73 2.90 0 0 0 0 6 10D-v 0.340 nw 8.87 16.62 0 0 0 0 4A5-2ov 0.340 nw 8.87 23.74 0 0 0 0 R 12C-Osw 0.091 2.38 1,51 0 0 0 0 11DO 0.390 n 10,18 12.27 0 0 0 0 0 16B30ad 0M2 0.84 1.76 62 62 52 109 F 19A-Obscp 0.295 2.89 2,04 0 0 0 0 F 19C-19cscp 0,049 0.44 0.31 0 0 0 0 F 22A-tpm 1,180 30.80 0.00 0 0 0 0 6 c) AED excursion 4 Envelope loss/gain 52 105 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 52 1051 Less external load 0 0 Less transfer 0 0 Redistribution 52 105 14 Subtotal 0 0 151 Duct loads 19% 471% 0 0 Total room load 0 01Airrequired (cfm) I 1 01 01 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr11ghts4:oft' 2017-Jun-19 11 09:51 A155, Right-SuiteS Universal 2017 17,0,23 RSU16877 Page 10 Desktop\TEMP PRINT\Lot 270 Willow RHO - N,rup Calc = MJ8 Building faces, N wrightsoft, Duct System Summary Job. Lot 270 Willow RHG - N Date: 06-19-2017 Entire House By: LF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: www,OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FL Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 016 in H2O 0,16 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.258 / 0,082 in H2O 0.258 / 0.082 in H2O Lowest friction rate 0.135 in/100ft 0,135 in/100ft Actual air flow 0 cfm 1160 cfm Total effective length (TEL) 251 ft Name Design 8tuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Fig. Eqv Ln (ft) Trunk BED2 c 1857 0 82 0.148 6.0 OX0 VlFx 34.4 140.0 st3 BED3 c 2626 0 116 0.143 6.0 Ox 0 VlFx 40.4 140.0 st3 BTH2 c 112 0 5 0.146 4.0 Ox 0 VlFx 36.0 140.0 st3 CAFE c 2080 0 92 0,188 6.0 Ox 0 VlFx 16.8 120.0 stl CAFE -A c 2080 0 92 0.180 6.0 Ox 0 VlFx 232 QU stl FAM C 3817 0 169 0.162 7.0 Ox 0 VlFx 33.7 125.0 SO KIT c 2909 0 129 0.174 7.0 Ox 0 VlFx 23.4 125.0 stl LAU N C 896 0 40 0227 4.0 Ox 0 VlFx 8.4 105.0 st2 LOFT c 1985 0 88 0,143 6.0 Ox 0 VlFx 40.4 140.0 st3 MBED C 2607 0 115 0.195 7.0 Ox 0 VlFx 16.9 115.0 st2 IVIBED-A c 2607 0 115 0,204 7.0 Ox 0 VlFx 11,2 115.0 st2 MBTH c 883 0 39 0.184 4.0 Ox 0 VlFx 20.0 120.0 st2 IVITOI C 56 0 2 0.200 4.0 Ox 0 VlFx 14.0 115.0 st2 MWIC c 475 0 21 0.305 4.0 OX0 VlFx 4.5 WO POU c 118 0 5 0.160 4.0 Ox 0 VlFx 36.2 125.0 stl T012 c 139 0 6 0.144 4.0 Ox 0 VlFx 38.9 140.0 st3 WIC2 C 647 0 29 0.143 4.0 Ox 0 VlFx 45.5 135.0 st3 WIC3 C 315 0 14 0.135 4.0 Ox 0 VlFx 45.5 145.0 st3 Bold/Italic values have been manually overridden 2017-Jun-19 11.09:52 wrightSoft ' Right-SuiteS Universal 2017 17()M RSU16877 Page 1 Desktop', TEMP PRINT\Lo( 270 Willow RHO - N.rup Calc = MJ8 Building faces: N Trunk Htg Cig Design Veloc Diam H x W Duct Name Type cfm) cf M) FIR fpm) in) in) Material Trunk stl Peak AVF 0 487 0.160 620 12.0 0 x 0 VinIFIx st3 Peak AVF 0 340 0.135 623 10.0 0 x 0 VinIFIx st2 st2 Peak AVF 0 652 0.135 610 14.0 0 x 0 VinIFIx Grille Htg CIg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cf M) cf m) ft) F R fpm) in) in) Opening (in) Matt Trunk rb2 Ox 0 0 293 50.5 0.163 538 10.0 Ox 0 VlFx rbl Ox 0 0 867 61.0 0.135 621 16.0 Ox 0 VlFx 2017- Jun-19 11 09:52 wrightSfOfft' Right-SuiteO Universal 2017 17,0.23 RSU16877 Page 2 n\ DeskIopTEMP PRIN7,11-ot 270 Willow RHG - N,rup Calc - M,16 Building faces: N u t~« » t^U0 Jvu` uxu7owmuwn*G'm m hu uum ---- ---- ''— Friction ''—'— o* m 1y o7 Entire House By: Lpxwcmsp One Stop Cooling and Heating For: Taylor Morrison Sanford, FL Heating Cooling External static pmaama 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger O U Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.18 0.10 Humidifier O U Balancing damper 8 O Other device U 0 Available static pressure 0.34 U4 Total Effective Length Supply Return V h) Measured length ofrun-out 18 26 Measured length of trunk 29 O Equivalent length cdfittings 145 35 Total length 190 61 Total effective length 251 Friction Rate Heating Cooling n/100ft) in/100h) Supply Ducts 0.135 OK O135 OK Return Ducts 0.135 OK 0.135 OK Fitting Equivalent Length Details Supply 4X=35, 11A=20, 118=5, 11G=5, 11G=5, 11A~20. 11G=5, 1A=35, 11G~5, 11G=5, 11{3=5: TotmlEL=145 cmr-J"rmnoose 7 wright"«t' nigw-a"neOUniversal eo,rnozunau/wr Page AM —*oesmvp\rswppn/wnuxonWillow nxu wm» omu^wJo Building faces, w Level 1 OPT FAMILY OPT LANAI 10X8 169 cfm oPT 7 ^ OPT E' rn: rovr__ SS 1 O m10-2 9 6„ Sup Riser TO 12 CI41GHTARV CBB1 ^. 1OXIO-2 92cfm ENTI 7" s 10X8 EF1 VTW KIT HEN s 129cfm F pp PWDR 8X4 4" OPT OPT a 5 cfm EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 =110 CFM Fan 2-GAR EFL1 = 50 CFM Fan GARAGE EFL2 = 80 CFM Fan EFL3 =110 CFM Fan VTR =Ventto Roof VTW = Vent to Wall OPT: DV = Dryer Vent RV = Range Vent LinesetChase Condensate Themlostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box Job#: Lot 270 Willow RHG - N Scale i 62 l by LFMie tor: One Stop Cooling and Heating Pam, TaN tva.w 7.5Snzk zvecart suh teurv+za,7 Sui dFL WmPaTk,F1-3ZM 201023MU162M^. 7ftyW ,1 1028 Rve- fa07 6&-W F(a071 9 3A7 wnvO o*o— I Level 2 It-1 WA.C, OWNERS SECURtTY SYSTEM SUITE 8X4 12XI 2 21 cfrn 293 cfm 1OX8 14V 115 cim 10X8 5 Ckn 7 14" 1,, 8X4 LAUN RY 39 CfM S' )4 4- 4" LRBI 8X420frn V DVVTR EFf"VTR 1-71 0 $WITCH 12 " OWNERS z BATHft 16" A—" 101, LOFT 4 10X6 88 c1m 24XI 8 867cfm ss 8X4 4 EF1 VTR BEDROOM 2 6 cfm 3 6" SS LR82' E61H 2 12x 12 82 ctrr 55fm 1 C, I fM lox W.I.0 10 X 10 10X6 4 ofm 8X4 14cfm BEDROOM 3 Jobt. Lot 270 Willow RHG - N Performed by LF/MC for Tajo Ntr a * xd R 8X4 X29 ctm C' 46 W. 1, C, EP = 50CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFLl = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Ventio Roof VTW = Ventb Wall DV = Dryer Vent RV = Range Vent LinesetChase Condensate Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Buift Box One Stop Cooling and Heating 7_ 11,S3Xt00,eC0LV W" e` Pak'n-132M 1,,, 1407,W-69W FWJ407jW-W 01C6q) C0*q(W1 Scale: 1 : 62 P, W 2. 110 13SO&V 2Q, 7M,y,(m '029 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONJrDC Application No: c d1e) 1165 Documented Construction Value: $; Job Address: 33q ko Historic District: Yes 0 NoEl Parcel ID: 27 -19-30-,4 0060- &JO '. Residential IR CommercialF1 Type of Work: New El AdditionEl AlterationEl Repair R Demo R Change of UseEl Move R Description of Work: HEW SJUGLE EAMILY I QWUH HQME UNIT - T RQQK PHASE l LOT NQMBER:_,9-& I Plan Review Contact Person: Daphne Clark--- Title: Phone: 42-22-690 — Fax: EmaiI:daPh0eQRe[mitsPermj Permituorn Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.; CBC1257462 Arch itect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N LA Mortgage Lender: _U16 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 rv-) 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. F13C 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 NO'l ICV: (n addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien I,aw, hS 713. The City of Sanford requires payment ofa plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. SI' ctlnte t!t ()lkn4'[IAg('nt Datc 1 TAYLOR MORRISON &KORIDA IN,O` hint()vncr!`Agcnts tNanle f °``" " 7 0ignatoie of Notarp s`tatvof I looda Date natuteofConu'actor/Agent Date i JOHN ASA WRIGH Print Contractor As cn i i a £ 2 r c Signature o1'Notfifv State of Flooda DaFa ` i rat iil _ZpRY*R B, N. C, D. A. CLARK hhY CCMNdSSICN # FF 2v0 `OS MY CCMMISSQN # FF 209108 t Xg1pFS. June 27 2p19 EXPIRES: June 27, 2019 a nQan hn g get tiolarY ServicesAi? tn; B 0el Nola ry Services Owner/ Agent is YES 711jrsorfally known to Me or Contractor/Agent is YES_ Personally Known to Me or Produced ID Type of ID Produced 11) -NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building l;lectrical 'j Mechanical r__], Pklrnbing:;' Gas[] Roof E] Construction Type: N Occupancy Use: Flood Zone: K - 5CY tii\ oAcD Total Sq Ft of Bldg: Min. Occupancy Load: k # of Stories: New Construction: Electric - # of Amps 1150. Fire Sprinkler Pertnit: Yes No It of Heads APPROVALS: I,ON[NG: i1'l'IL[`1'11;5: Ok to construct townhome with COMMENTS:...,__ setbacks and impervious area shown on plan. No additional impervious Plumbing - # of Fixtures Fire Alarm Permit: Yes No W' AS1`F WA` 1 R: BUILDING: tit Pc% iscd .lunc 30, 201'; Permit Application REQUIRED INSPECTION SEQUENCE Permit # 17-2281 thru 17-2287 Address: 330 - 354 Mi ty Grove Ln BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill I Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence ELEcTR/ICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final I I I I Min Max AN Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final RM, Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 18! R 77 4 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphneCa-)permitspermitspermits.com Property Address: 334 Misty Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2690 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: W New structure El Existing Structure (pre-2007 FIRM adoption) El Expansion/Addition 0 Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) ggn Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: El The parcel is in the: 0 floodplain El floodway 0 A portion of the parcel is in the: F-I floodplain El floodway FEW The parcel is not in the: 01floodplain E]floodway El The structure is in the: F-Ifloodplain Elfloodway El The structure is not in the: 0 floodplain 0 floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-2282 Reviewed by: Michael Cash, CFM Date: August 8, 2017 0 El D Application for Right -of -Way Use for Driveway, Walkway & LandscapeV_0R1D,1 _1877 ) , Department of Planning & Development Services www.sanfQrdn.gov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688,5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. 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 size and location of the existing right—of-way and use shall be provided or application could be delayed. Knew whars bOlOW. 7M"ModW 4or Z I Call boom you dig, 1. Project Location/Address: 2. Proposed Activity: 10 Driveway El Walkway 00ther: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: &RI VA I 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 installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the Improve- ment 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, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employees 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. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution, Signature: Date: -7- 2,; -/2 This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 6401,24 hours In advance to schedule a pro -pour Inspection. Pre -pour Inspection by: Date: Is IN VP(eMQ0rxV1U ROW Use Driveway.pdf SCPA Parcel View: 27-19-30-506-0000-2690 http:llparceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID) 2719305060- VA Parcel: 27-19-30-506-0000-2690 PMMR Owner: TAYLOR MORRISON OF FL INC Property Address: 334 MISTY GROVE LN OVIEDO, FL 32771 Parcel Information Value Summary Parcel 27-19-30-506-0000-2690 2017 Working 2016 Certified Values Values Owner TAYLOR MORRISON OF FL INC Valuation Method Cost/Market Cost/Market Property Address 334 MISTY GROVE I-Nii32771 Number of Buildings 0 0 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Depreciated Bldg Value 0 Subdivision Name jljQRNQRgQK_E_PHA aE. Depreciated EXFT Value 0 Tax District SI-SANFORD Land Value (Market) 18,300 0 DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag 0 Exemptions 18,300 0 Portability Adj 0 1 Save Our Homes Adj 0 0 2, 33 22 22 22 22 22 ;22,3: Amendment 1 Adj 9,667 0 P& G Adj 0 0 Assessed Value 8,633 0 Tax Amount without SOH: 0.00 291' 6 Tax Bilf Amount 0.00 Lq& EAIM—ator Save Our Homes Savings: 0.00 Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS Legal Description LOT 269 THORNBROOKE PHASE 5 PB 81 PGS 68 & 69 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 8,633 0 Schools 18.300 0 City Sanford 8,633 0 SJWM( Saint Johns Water Management) 8,633 0 County Bonds 8,633 0 Sales Description Date Book Page Amount Qualified Vac/Imp Find Comparable Sales Land Method Frontage LOT Building Information Permits Permit # Description No Sales Depth Units Units Price Land Value 1 $ 18,300,00 Agency Amount CO Date Permit Date 8, 633 18, 300 8, 633 8, 633 8, 633 18, 300 I of 2 7/24/17, 3:18 PM COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100005 BUILDING APPLICATION #: 17-10000576 BUILDING PERMIT NUMBER: 17-10000576 DATE: August 17, 2017 UNIT ADDRESS: MISTY GROVE LN 334 27-19-30-506-0000-2690 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR 4350 MAITLAND FL 32751 LAND USE: THORNBROOKE PH 5 LOT TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 334 MISTY GROVE LANE THORNBROOKE PH 5 LOT 269 TOWNHOME FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* 00 000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1,000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Multifamily 2,450,00 1.000 dwl unit 2,450.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883,00 STATEMENT RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE, DISTRIBUTION: I-BLDG DEPT 2-FINANCE 3-APPLICANT 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. N PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN COPIES OF CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THt REQUEST FOR REVIEW MUST MEET THE RE8UIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. RULES OVERNING APPEALS MAY BE PICKED UP OR RE?UESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE toP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. N Prepared By Kim Carter and Taylor Morrison Honnex Ko0uro To268OLake Lucien Drive, Suite 35O Maitland, FL3275| NOTICE OF State *KFlorida. County wySeminole. GRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 3960 Py 1452 (11"9s) CLERK'S 4 2017075932 RECORDED 07/ 27/2017 10:01:53 AM RECORDING FEES $ 10.00 RECORDED BY tsm/th The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description o/ property : LOT 2Z4 Legal Description Thonobrookc Phuoc`5 according mthe plat thereof, as recorded in Plat Book V/ Pogofthe public records n[Seminole County, 7 Addresses 3 J — Sanford FL 2. General description ofimprovements Single Family Home 3 Owner information Name Taylor K1oniuono[Florida Inc. Address 26U0Lake Lucien Drive Suite 250.Maitland, [i3275| 4. Fee Simple Title "older : N&. j. Contractor name and address : Nmmo Taylor Morrison ofFlorida Inc, Address 26O0Lake Lucien Drive Suite 35O` Maitland, PL3275| 6. 8urmty:N.&. 7. LcudorN./\. 8. Persons within the State of Florida designated by the Owner upon whom notices mother documents may boserved uuprovides by7|3.|](|)(a)7, Florida Statutes: N.A. A. |naddition mhimself, Owner designates the following wreceive ucopy o[ the Lieunr oNuhoomsprovidod in78.|2(|)(h),Florida Statutes. N.A. 10. Expiration date o[notice o[oommonoomcn(: One year komthe date o[recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11.Date Signed Signature oyOwner's Agent aylor Morrison of Florida Inc. Sworn to and subscribed before me this by John Asa Wright whoj I p sonally known to me. Notary Public DA Clark My commission expires: i " I " , . //,//Z ID r1k tw Nk CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: 'QkAcs'. Historic District: Yes 0 Not Parcel A 15 -A-vfi&4g& Residential Commercial17N Type of Work: New r$ Addition El Alteration El Repair El DemoEJ Change of Use 0 Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name YaU Phone: Title: Street: Resident of property? : City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone, (770) 941-5421 x 2082 Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip, MABLETON, GA 30126 Name Street. City, St, Zip: - Bonding Company: Address: Fax: ( 770) 941-9522 State lAccuse No,: CFC1426562 Arch Itect/Eng I nee r Information Phone: Fax: E- mail: Mortgage Lender: Address. NVARNINGTO OWNER. YOUR FAIIAIRLTO 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. IFYOU INTENDTOOBTAIN FINANCING, CONSULT NVITI-I YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCFMENT Application is hereby made to obtain a perniii, to do the workand installations as indicated. I certify that no work or installation has commenced prior to the issuance of permit and that all work will be performed to rocet standards of all laws regulating construction in this jL1FiSdiCt1011. I understand that it separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 10:5. 3 Shall be inscribed with the date of application and the code in effect as of Ilial date: 5"1 Edition (2014) Florida Building; Code Revvied June 30, 2015 Puma Application N,(ffrICT' In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be f(Rind 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 ol'the property of'the requirements ol'Florida Lien Law, FS 713, The City ot'Sanford require,-, payment of plan review fee at the time ol'permit submittal A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated constrLIC11011 value of the job at the time of'submittal. The actual construction Value will be figured based on the current ICC Valuation Table in et'llect 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, ONVNER'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 Wiicr/Agent Date Signature ol'Cont#tor/Agent Print 0miter/AgenCs Name Stitnature (if Notary -State ofFlortda Date Owner/Agent is Personally Kno= to Me or Produced ID Type of ID s, Name 01'Notary-Stateoff-lorida ' t' Date Contractor/Agent is Personally Known Produced ID _ Type of ID - EXPIRES GEORGIA JUNE 8, 2020 BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingEl Electrical 0 Mechanical E] Plumbing[] Gas[] RoofE] Construction Type, Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: YesE] No F # of Heads APPROVALS: ZONING: UTILITIES-, ENGINEERING, FIRE: COMMENW of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes [] NoF] WASTE WATER: BUILDING: Revised Jtmc 30, 20 1:5 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION N 0 5 2018 PERMIT APPLICATION Application No: IF q Documented Construction Value: $ 5752 Job Address: 330 Misty Grove Lane Historic District: Yes El No 0 Parcel ID: (Thornbrook Lot 270) Residential 2 CommercialEl Type of Work: New 2 Addition 0 AlterationEl RepairEl DemoEJ Change of Use[] Move[] Description of Work: Install new 3.0 ton HVAC with duct work (4 exhaust 1 dryer) Plan Review Contact Person: Adlyn Rodriguez Title: Permit Clerk Phone: 407-975- 2762 Fax: Email: adly n. rod riquezflonestopq2g!!Uq.com Property Owner Information Name Taylor Morrison of Florida Phone: 407-629-0077 Street: 2600 Lake Lucien Drive Suite 350 City, State Zip: Maitland, FL 32751 Resident of property? : Contractor Information Name One Stop Cooling and Heating Phone: 407-975-2762 Street: 7225 Sandscove Count Fax: 407-629-9307 City, State Zip: Winter Park, FL 32792 State License No.: CAC 032444 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 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. FOC 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 Perniit Application NQTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal, The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the fore be done in compliance with all applicable laws regula Signature ofOwner/Agent print O%Nmer/Agent's Name Date Signature ei'Notary-State of Florida Date Owner/Agent is — Persorially Known to Me or Produced ID — Type of ID ng information is accurate and that all work will cAistructipu and zoning. 01/05/2018 Si nature of dontrac(or/Agent Date Kevin Stine Print Cont actor/Agent's Name siglultu to KELLY WEBSTER cif Notary Public - State of Florida Commission # FF 978034 My I Comm. Expires Apr 4, 2DO20 Contractor/A plyqrll" r Produced ID Type of ID -- BELOW IS FOR OFFICE USE ONLY Permits Required: Building El Electrical FJ McchanicaIE] Plumbirign oasF] Roof[] Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: YesF] No F ft of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: YesE] No WASTE WATER: BUILDING: Revised: June 30, 2015 Pcniiit Application ES Project No: 0110.140UNIVERSALUWorkorder No: 93388381008.0000-3 ENGINEERING SCIENCES Report Date: 11/13/2017 Consultants In: Geotechnical Engineering * Environmental Sciences PqGeophysicalServices - Materials Testing - ThreNhuld Inspection Building Codo Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL32811 - P: 407.423.0504 - F: 407.423.3106 A- - 7 In - Place Density Test Reil)ort Client: Taylor Morrison of Florida, Incorporated UES Technician: Albert Jacome 2600 Lake Lucien Drive Suite 350 Date Tested: 11 /08/2017 Maitland, FL 32751 Project: Thombrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: Residential House Pad, Lot 269 Material: Fill Reference Datum: 0 = Top of Footing The tests below meet the 95% minimum compaction requirement Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor Maximum Optimum Field Dry Field Soil Pass Test Density Moisture Density Moisture Compaction or No. Location of Test Range Pcf) N Pcf) Fail 7 South side (Footing) 0-1 ft 105.4 11.8 102.3 7.0 97 Pass 8 South side (Footing) 1-2 ft 105.4 11.8 103.6 7.9 98 Pass 9 Center of pad (TOF) 1-2 ft 1 105.4 1 11.8 1 104.9 9.8 1 100 1 Pass Remarks: ( TOF) 0 = Top of Fill 334 Misty Grove Lane To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 7 -7 r— Job Address: I ra Historic District: Yes IN o D Parcel FD: Residential ZCommercial 11 Type of NVork: New 9"'Addition 0 AIteration 11 Repair El Demo F-1 Change of Use F Nfove Description o Work: krl& Plan RevieNv Contact Person: Title: Phone: Fax: Email: Property Owner Information Name W)r— Phone: Street: Resident of property? City, State Zip: Contractor Information Narne,,S!m6-i Phone: Street: , :i_4(y_ 4" —hk 1c) V V Kil Fax: LK)7 i cc-);? Ciq" State Zip: 'Qu - , r! cl_ 27 L State License No,: Tame: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax E-mail: Mortgage Lender: Address: NVARNING TO OWNER, YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CO-NMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST UNSPECTfON. IF YOU LNTEND 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 Nvork 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 -,vork, plumbing, signs, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FEC 105.3 Shall be Inscribed Nvith the date of application and the code in effect as of that date: 5' Edition (2014) Florida Building Code RevistA Junc _' O, 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 manaaement districts, state acrencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien LaNv, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit subiturtal. 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 perritit fees when the permit is issued. ONVNEWS 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 a -ZQ41jr1<T. Signature of OXtI)er"Agent Date Print 0"=Agent's Name PTI, Signature of Notary -State of Florida Dare Si sf Owner/Agent is Personally Known to Me or Contracton"A Produced ID Type of ID Produced ID Date 0 IxSj enfFroddDate teSTEPHANIE RALLO Commission FF V5017 P o ' r m t!'.20i8 ExpiresNember9, 20`18 ATf110, nt i's Personally Known to Me or Type of TD BELOW IS FOR OFFICE USE ONLY Permits Required: Building Flectrical ] ?Mechanical EPlumbIngn Gas ERoofEl Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Alin. Occupancy Load: # of Stories: New Construction- Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No 0 # of Heads APPROVALS: ZONINTG: ENGINEERING: CONINIENTS: UTILITIES: Om Fire Alarm Permit: Yes F] NoF] NVASTE WATER: BUILDINTG -, T',!6itd: June 30. 2015 Permit Application FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 269 Redwood RHG - N Builder Name: One Stop- Cooling and, Heating Street: 3,>Lf 14tJ41 Permit Office: 2City, State, Zip: Sanford , FL , Permit Number: S A N F 0 R D Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1062.7 sqft,) Insulation Area 2. Single family or multiple family Multi -family a, Frame - Wood, Exterior R=13.0 400.00 ft2 b. Frame - Wood, Adjacent R=1 1.0 345.33 ft2 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 317.33 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1160.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1160.00 ft2 Conditioned floor area above grade (ft2) 1957 b, N/A R= ft2 Conditioned floor area below grade (1112) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(173,4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 391.4 a, U-Factor: Dbl, U=0,34 165-37 ft2 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 8.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0,34 a. Central Unit 30,0 SEER:15.00 c, U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 26.4 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2.237 ft. Area Weighted Average SHGC: 0.321 14. Hot water systems a. Electric Cap: 50 gallons8, Floor Types (1957.0 sclft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=O O 907.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 79T00 ft2 None c. other (see details) R= 253.00 W 15. Credits Pstat Glass/Floor Area: 0.089 Total Proposed Modified Loads: 44.76 PASSTotalBaselineLoads: 47.28 1 hereby certify that the plans and specifications covered by Review of the plans and Sr .44thiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis olifi lkv Code. Digitallysigned by Bojan Bojan Paukovicliiukmic calculation indicates compliance Florida Energywiththe Code. PREPARED BY: Date: 2017,00,19 11:06:48 -04'00' Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. O'D OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 4 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualities as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 6/19/2017 11:03 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot 269 Redwood RHG - N Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1957 Lot # 269 Owner: Taylor Morrison Total Stories: 2 Block/Sub Division: Thombrooke TH of Units: I Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 270 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL, 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, Orlando FL-.ORLANDO,-,INTL—AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1957 16835.1 SPACES Number Name Area volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated I I st Floor 907 8435,1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1050 8400 No 4 3 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- ---- 253 ft2 11 0.29 0 0.71 2Slab-On-Grade Edge Insulatio 1st Floor 34 ft 0 907 f12 0,29 0 0,71 3 Floor Over Other Space 2nd Floor ---- ---- 797 ft2 0 029 0 0.71 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 1297 ft2 0 ft2 Dark 0.6 N 0.6 No 0 26.6 ATTIC V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1160 ft2 N N 6/19/2017 11:03 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING V# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 1160 ft2 0.1 Wood WALLS V Adjacent Space Cavity Width Height Sheathing Framing Solar Below Ornt To Wall Type R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 S=>E Exterior Frame - Wood 2nd Floor 13 7 0 8 0 56.0 ft2 0 0.25 0.6 0 2 S=>E Exterior Concrete Block - int Insul 1 st Floor 4.1 3 0 9 4 28.0 W 0 0 0.6 0 3 E=>N Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172,0 ft2 0 0.25 0.6 0 4 E=>N Exterior Concrete Block - Int Insul 1st Floor 4,1 9 6 9 4 88.7 ft2 0 0 0.6 0 5 W=>S Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172,0 ft2 0 0,25 0.6 0 6 W=>S Exterior Concrete Block - Int Insul 1st Floor 4,1 21 6 9 4 2003 ft2 0 0 0.6 0 7 SW Garage Frame - Wood 1st Floor 11 37 0 9 4 345.3 ft2 0 0.25 0.6 0 DOORS V# Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In I E->N Insulated 1 st Floor None .4 3 8 24 ft2 2 -=>SW Wood 1st Floor None 46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered orientation (=>) changed to As Built (rotated 270 degrees). Wall Overhang V Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 e=>N 3 Vinyl Low-E Double Yes 0.34 0.32 30.0 ft-' 1 ft 0 in 2 ft 0 in Drapes/blinds None 2 e=>N 3 Vinyl Low-E Double Yes 0.34 0.32 15.4 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 3 e=>N 4 Vinyl Low-E Double Yes 0.34 0.32 4,0 ft2 1 ft 0 in 11 ft0in Drapes/blinds None 4 w=>S 5 Vinyl Low-E Double Yes 0,34 0.32 14,6 ft-' 1 It 0 in 1 ft 0 in Drapes/blinds None 5 w=>S 5 Vinyl Low-E Double Yes 0,34 0.32 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 W=>S 5 Vinyl Low-E Double Yes 0.31 0.34 0 ft2 1 ft 0 in 2 It 0 in Drapes/blinds None 7 w=>S 6 Vinyl Low-E Double Yes 0.34 0.32 17,9 ft2 13 ft 0 in 2 It 7 in Drapes/blinds None 8 w=>S 6 Vinyl Low-E Double Yes 0.34 0,32 17,5 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 9 W=>S 6 Vinyl Low-E Double Yes 0,34 0.32 36.0 ft2 1 ft0in 11 ftO in Drapes/blinds None GARAGE V# Floor Area Ceiling Area Exposed Wall Perimeter Avg, Wall Height Exposed Wall Insulation 1 253 ft2 253 ft2 64 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACM ACH 50 1 Wholehouse Proposed ACH(50) .000273 1402,9 77.02 144.85 2456 5 6/19/2017 11:03 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 26.4 kBtu/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr 900 cfm 0.75 1 sys#1 HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS supply ---- Return---- ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 391.4 ft Attic 97.85 ft Prop. Leak Free 2nd Floor cfm 58.7 cfm 0.03 0.50 1 1 TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar A,, Junay Ju Xj A Xj Seep Oct I Nov Dec Heating Jan Feb Mar AprA I I May Jun Jul Aug J Oct Nov Dec Venting Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/19/2017 11:03 AM EnergyGaugeS USA - FlaRes2014 Section R405.4,1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Buildin2 Performance and Prescrietive Methods ADDRESS: Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553,9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 13 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402,1 through R402A.4. 0 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4, 1,1 and R402,4.1 .2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction, R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402,4,1,1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance, 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, and 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. 0 R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. 0 R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA(WDMA/CSA 101 /I.&2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer, Exception: Site -built windows, skylights and doors. 0 R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2,0 cfm (0,944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pal pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering, R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system, 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553,99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1 Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handier enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9,29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handier enclosure. All registers shall be taped or otherwise sealed during the test. If the air handier is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope, 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/19/2017 11:03 AM EnergyGaugeG USA - FlaRes2014 - Section R405,4,1 Cam Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums, R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping Insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 1 00'F to 140°F (38°C to 6010). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4,4,2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems, Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable. or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load, 6/19/2017 11:03 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4. 1 Cam Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1 Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice, 0 R403.6.1.2 Heating equipment capacity R403,6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403,6.1.1 and the heat pump total cooling capacity shall not be more than 115 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6. 1, R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403,6.1. 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas, 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-1 5. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard, 0 R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1 . Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems, 3. Where pumps are powered exclusively from on -site renewable generation. 0 R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season, RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps, Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps, 0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6, 0 R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-1 9. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R- 10 is allowed. 6/19/2017 11:03 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 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 (W) 7. Windows- Description a, U-Factor: Dbl, U=0.34 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 SHGC: SHGC=0.34 c, U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: Sanford, FL, New (From Plans) 9. Wall Types Insulation Area Multi -family a. Frame - Wood, Exterior R=13.0 400.00 ft2 b. Frame - Wood, Adjacent R=1 1.0 345.33 112 1 c. Concrete Block - Int Insul, Exterior R=4.1 317.33 ft2 3 d. N/A R= ft2 10, Ceiling Types Insulation Area Na a. Under Attic (Vented) R=30.0 1160,00 ft2 1957 b. N/A R= IF Area c. N/A R= ft2 165-37 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 391.4 8.00 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a, Central Unit 30.0 SEER:15.00 ft2 2.237 ft. 0.321 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=O.O 907.00 ft2 b. Floor Over Other Space R=0.0 797.00 ft2 c. other (see details) R= 253-00 ft2 13. Heating systems a, Electric Heat Pump 14, Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 'T ;- 11 1 Address of New Home: 33ym t Za,, City/FL Zip: kBtu/hr Efficiency 26.4 HSPF:9.00 Cap: 50 gallons EF: 0.9 M 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.corn 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. 6119/2017 11:03 AM EnergyGaugeO 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 269 Redwood RHG - N Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces, Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/19/2017 11:04 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft- Project Summary Entire House One Stop Cooling and Heating Job: Lot 269 Redwood RHG - N Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www OneStopGooling.com License CAC032444 For: Taylor Morrison Sanford, FI Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range IM Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9678 Btuh Structure 15515 Btuh Ducts 1936 Btuh Ducts 3986 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11614 Btuh Use manufacturer's data n Rate/swing multiplier Equipment load 0.97 BtuhInfiltrationsensible18994 Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 2921 Btuh Ducts 807 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2) 1957 1957 Equipment latent load 3729 Btuh Volume (ft3) 16761 16761 Air changes/hour 0.43 0.23 Equipment Total Load (Sen+Lat) 22722 Btuh Equiv. AVF (cfm) 120 64 Req. total capacity at 0.75 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-030-230-19 Cond 14HPX-030-230-19 AHRI ref 7044384 Coil CBX27UH-030-230*++TDR AHRI ref 7044384 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 22500 Btuh Heating output 26400 Btuh @ 47°F Latent cooling 7500 Btuh Temperature rise 0 OF Total cooling 30000 Btuh Actual air flow 0 cfm Actual air flow 1000 cfm Air flow factor 0 cfm/Btuh Air flow factor 0,051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 20 OF Backup: Input = 0 kW, Output = 0 Btuh, 100 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 2017-Jun-19 11:01:29wrightsinift, Right -Suited Universal 2017 17,0,23 RSU16877 Page 1 Desktop\TEMP PRINT\Lot 269 Redwood RHG - N.rup Calc = MJ8 Building faces: N wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 269 Redwood RHG - N Date: 06-19-2017 By: XFIMC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www,OneStopCooling.com License, CAC032444 1 Room name Entire House PWDR 2 Exposed wall 84,0 If 6,5 It 3 Room height 8.6 It d 9.3 It heaticool 4 Room dimensions 4,0 x 8.0 It 5 Room area 1956.8 ft2 32.0 It' Ty Construction U-value Or HTM Area (w) Load Area (ft?) Load number Btuh/f[2-OF) Btuh/tt') or perimeter (It) Btuh) I or perimeter It t) Btuh) Heat cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 12C-Osw 0,091 e 2,38 2,41 172 127 301 305 0 0 0 0 4A5-2ov 0.340 e 8.87 31,45 30 0 266 944 0 0 0 0 4A5-2ov 0.340 e 8,87 31.45 15 0 137 485 0 0 0 0 13AAocs 0,143 e 3.73 2.90 88 60 225 175 33 29 107 83 I 4A5-2ov 0,340 e 8.87 31.45 4 0 35 126 4 0 35 126 11DO 0,390 e 10.18 12.27 24 24 244 294 0 0 0 0 w 12C-Osw 0.091 s 238 2,41 56 56 133 135 0 0 0 0 W 13A-flocs 0.143 s 3.73 2.90 28 28 104 81 28 28 104 81 12C-Osw 0,091 w 2.38 2.41 172 119 284 287 0 0 0 0 4A5-2ov 0340 w 8,87 31,45 15 0 129 459 0 0 0 0 4A5-2ov 0.340 w 8.87 31,45 30 0 266 944 0 0 0 0 4B5-2fv 0.310 w 8.09 32.48 8 0 65 260 0 0 0 0 1 3A-4ocs 0.143 w 3.73 2.90 200 129 480 372 0 0 0 0 10D-v 0340 w 8.87 7.73 18 18 159 138 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 18 0 155 550 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 36 0 319 1132 0 0 0 0 F, 12C-0sw 0,091 2,38 1.511 344 344 817 518 116 116 276 175 c 168 -30ad 0.032 0.84 1.76 1116 1116 932 1962 11 11 9 18 F 1 9A-Obscp 0.295 2.89 2.04 11 11 31 22 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 254 254 112 79 0 0 0 0 F 22A-tpm 1,180 30,80 OM 852 34 1047 0 32 7 200 0 61 c) AED excursion 1311 13 Envelope lossIgain 6243 10579 731 470 12 a) Infiltration 3436 1295 290 109 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Applianceslother 2720 10 Subtotal (lines 6 to 13) 9678 15515 1021 590 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 368 202 14 Subtotal 9678 15515 1389 792 1151 Duct loads 1 20% 260% 1936 3986 201% 26%. 278, 203 Total room load I 11614 19501 1 1667 995 Air required (cfm) I 1 0 1000 1 01 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4- -+- vvrlghtsc pft' 2017-Jun-19 11:01.29 A-(--Z5, Right-SuiteO Universal 2017 17,0,23 RSU16877 Page I Desktop\TEMP PRINT\Lo( 269 Redwood RHG - N,rup Calc = MJ8 Building faces: N IF wrightsoft, Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 269 Redwood RHG - N Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneS(opCooling.com License: CAC032444 1 Room name KIT FAM 2 Exposed wall 0 If 17.5 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 1.0 x 293.5 It 1.0 x 347.8 If 5 Room area 293.5 ft2 347.8 ft2 Ty Construction U-value Or HTM Area (W) Load Area (ft2) Load number Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 T_:t 12C-0sw 0.091 a 2,38 2.410 0 0 0 0 0 0 0 4A5.2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0ll4A5-2ov 0.340 a 8.87 31,45 0 0 0 0 0 0 0 0 V 1' 13A-4ocs 0,143 e 3.73 2.90 0 0 0 0 0 0 0 0 i 1 4A5-2ov 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 D 11DO 0.390 e 10A8 12.27 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 12C- 0.091 w 2. 2.41 0 0 0 0 0 0 0 0 4A5.2ov2ov. 0.340 w 8.8787 31.45 0 0 0 0 0 O 0 0 4A5.2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5.2fv 0310 w 8.09 32,48 0 0 0 0 0 0 0 0 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 163 91 341 265 10D-v 0.340 w 8,87 7.73 0 0 0 0 18 18 159 138 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 18 0 155 550 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 36 0 319 1132 P 12C-Osw 0.091 2.38 1.51 65 65 155 98 0 0 0 0 C 16B-30ad 0.032 0,84 1.76 0 0 0 0 0 0 0 0 F 19A-0bsop 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 294 0 0 0 348 18 539 0 6 c) AED excursion 122 992 Envelope loss/gain 155 24 1513 3078 12 a) Infiltration 0 0 781 294 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 155 1176 2294 3372 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 735 404 440 159 14 Subtotal 890 1581 2735 3531 15 Duct loads I20% 26% 178 406 20% 26% 547 907 Total room load 1068 1987 3282 4438 Air required (cfm) 0 102 0 228 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsoft, 2017-Jun-19 11:01:29 c Right -Suite@ Universal 2017 17.0.23 RSU16877 Page 2 1Desktop\TEMP PRINT\Lot 269 Redwood RHG - N.rup Calc = MJ8 Building faces: N 211 rr wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 269 Redwood RHG - N Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: www.OneS(opCooling.com License: CAC032444 1 Room name STR1 MBED 2 Exposed wall 4.0 It 17.5 it 3 Room height 9,3 It heaticool 8.0 it heat/cool 4 Room dimensions 4.0 x 12.5 It 17.5 x 14,5 it 5 Room area 50.0 ft2 2518 W Ty Construction U-value Or HTIVI Area (fr) Load Area (w) Load number Btuh/ft2-'F) Bt ift2) or perimeter (it) Bt h) or perimeter (ft) Btuh) Heat Cool Grass N/PiS Heat Cool Gross N/P/S Heat cool 6 T 12C-Osw 0M1 e 2,38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 e 8,87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 iiLfD 13A -4ocs 0,143 e 3.732.90 0 0 0 0 0 0 0 0 11 4A5-2ov 0,340 e 8.87 31.45 0 0 0 0 0 0 0 0 11DO 0.390 e 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw OM1 s 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 0.091 w 2M 2,41 0 0 0 0 140 95 227 230 TE 12C-Osw 4A5-2ov 0.340 w 87 31,45 0 0 0 0 15 0 129 459 4A5-2ov 0340 w 8.87 31,45 0 0 0 0 30 0 266 944 4B5-2fv 0,310 w 8.09 32.48 0 0 0 0 0 0 0 0 Vh1 3A-40cs 0.143 w 3.73 2.90 37 37 139 108 0 0 0 0 10D-v 0.340 w 8.87 7,73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad OM2 0.84 1.76 0 0 0 0 254 254 212 446 F 19A-Obscp 0,295 2,89 2.04 0 0 0 0 9 9 25 18 F 19C-19cscp 0,049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1,180 30.80 OM 50 4 123 0 0 0 0 0 6 c) AED excursion 161 1 480 Envelope loss/gain 262 91 859 2576 12 a) Infiltration 178 67 672 253 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 440 1591 1531 3290 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 440 159 351 664 14 Subtotal 0 0 1882 3954 15, uctloads 1 20% 1 26% 1 0 0 20% 1 261% 376 1016 1 Total room load 1 1 01 0 1 2258 41970 Air required (cfm) 01 0 1 0 255 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 44- vierightsq:tift, 2017-Jun-19 M01:29 Right-SuileO Universal 2017 I7.0,23 RSU16877 Page 3 Desktop\TEMP PRINT\Lot 269 Redwood RHG - N.rup Calc = MJ8 Building faces N all IF wrightsoft- Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 269 Redwood RHG - N Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Wet): www,OneStopCooling.com License: CAC032444 1 Room name MWIC LAUN 2 Exposed wall 0 It 0 It 3 Room height 8.0 It heaticool 8.0 It heat/cool 4 Room dimensions 8.5 x 7.5 It 6.0 x 7.0 It 5 Room area 63.8 W 42.0 W Ty Construction U-value Or HTM Area (w) Load Area (112) Load number Btuh1Q2-1F) Bt 'h2) or perimeter (ft) Bt h) or perimeter (ft) Stuh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 T 12C-0sw 0,091 e 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0,340 e 8.87 31,45 0 0 0 0 0 0 0 0 4A5-2ov 0340 e 8,87 31,45 0 0 0 0 0 0 0 0 VL 13A -4ocs 0,143 e 3.73 2.90 0 0 0 0 0 0 0 0 1 G 4A5-2ov 0,340 e 8.87 31 A5 0 0 0 0 0 0 0 0 11DO 0.390 e 10.18 12.27 0 0 0 0 0 0 0 0D W 12C-Osw 0,091 s 2.38 2A1 0 0 0 0 0 0 0 0 W 13A-4ocs 0,143 s 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw 0.091 W 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 vir 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8,87 31.45 0 0 0 0 0 0 0 0 4B5-21v 0,310 w 8,09 32,48 0 0 0 0 0 0 0 0 1 3A-4ocs 0.143 w 3,73 2.90 0 0 0 0 0 0 0 0 10D-v 0,340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0,091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B -30ad 0,032 0.84 1.76 64 64 53 112 42 42 35 74 F 19A-Obsop 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 OM 0 0 0 0 0 0 0 0 6 c) AED excursion 11 54 Envelope loss/gain 53 1021 35 20 12 a) Infiltration 0 0 0 0 1 b) Room ventilation 1 0 0 0 0 131 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1 500 Subtotal (lines 6 to 13) 53 102 1 351 520 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 41 32 156 14 Subtotal 67 143 67 676 15 Duct loads 1 201% 26% 13 37 201% 26% 13 174 Total room load 80 179 80 850 1 Air required (cfm) I 1 01 91 0 44 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Right-SuiteS Universal 2017 17,0,23 RSU16877 2017-Jun-19 11:01:29 ACZ k \ Desktop\TEMP PRINT\Lot 269 Redwood RHG - N.rup Calc = MJ8 Building faces: N Page 4 wrightsoft Right-JO Worksheet Job: Lot 269 Redwood RHG - IN Entire House Date: 06-19-2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone, (407) 629 - 6920 Fax (407) 629 - 9307 Web. www OneStopCooling com License: CAC032444 1 Room name METH MTOI 2 Exposed wall 0 It 0 If 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 Room dimensions 1.0 x 105,5 It 3.5 x 6,0 If 5 Room area 105,5 ft2 21.0 ft2 Ty Construction U-value Or IATM Area (ft2) Load Area (ft2) Load number Btuh/ft2-'F) Btuh ft2) or perimeter (ft) Bt h) I or perimeter (ft) Stuh) Heat Cool Gross NIP/S Heat Cool-- N/P/S Heat Cool 6 VL12C-Osw 0.091 e 2,38 Z41 0 0 0 0 Gross 0 0 0 0 4A5-2ov 0,340 e 8.87 31.45 0 0 0 0 0 0 0 0G 4A5-2ov 0.340 e r 8,87 31,45 0 0 0 0 0 0 0 0 VL 13A-flocs 0,143 e 3,73 2.90 0 0 0 0 0 0 0 0 I 4A5-2ov 0.340 e 8.87 31,45 0 0 0 0 0 0 0 0 D 11DO 0.390 e 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-flocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 12C-0sw 0,091 w 2.38 2 * 41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87' 31,45 0 0 0 0 0 0 0 0 4A5-2ov 0-340 w 8,87 31.45 0 0 0 0 0 0 0 0 4B5-2fv 0,310 w 8.09 32.48 0 0 0 0 0 0 0 0 1 3A -4ocs 0.143 w 3.73 2,90 0 0 0 0 0 0 0 0 10D-v 0.340 w 8,87 7,73 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8.87 31A5 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw, 0,091 2,38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 106 106 88 186 21 21 18 37 F 19A-Obsop 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csci,) 0.049 0." 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1,180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 171 3 Envelope loss/gain 88 168 18 33 12 a) Intiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appfiances/other 0 0 Subtotal (lines 6 to 13) 88 1681 18 33 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 32 142 0 0 14 Subtotal 120 310 18 33 15 Duct loads 1 201% 261% 24 80 20% 1]261/. 4 9 Total room load 144 389 21 42 Air required (cfm) 0, 20, 0 2- Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1111.-j htsaft- 2017-Jun-19 11:01 29 Right-SuiteS Universal 2017 17,0,23 RSU16877 Page 5 Desktop\TEMP PRINT\Lot 269 Redwood RHG - N.rup Cato = NIJ8 Building faces. N 9- wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 269 Redwood RHG - N Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court. Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web www.OneStopCooling.com License, CAC032444 I Room name BED3 2 Exposed wall 0 it 19.0 It 3 Room height 0 it heat/cool 0 it heat/cool 4 Room dimensions 10 x 5.5 it 1.0 x 151.0 it 5 Room area 16.5 ft2 151.0 W Ty Construction U-value Or HTIVI Area (w) Load Area (f t2) Load number Btuh,1W-.F) Btuh ftz) or perimeter (it) Btuh) or perimeter (it) 13tuh) Heat Cool Gross N/PIS Heat cool Gross N/P/S Heat Cool 6 V 12C-Osw 0,091 e 2.38 2.41 0 0 0 0 96 66 157 159 4A5-2ov 0.340 e 8.87 31.45 0 0 0 0 30 0 266 944 4A5-2ov 0,340 e 8.87 31.45 0 0 0 0 0 0 0 0 13A-flocs 0,143 e 3.73 2.90 0 0 0 0 0 0 0 0 1 4A5-2ov 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0,390 e 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw O.091 s 2.38 2.41 0 0 0 0 56 56 133 135 W 13A-4ocs 0,143 s 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2ov 0.091 0,340 W w 2.38 8.87 2.41 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0TE 12C-Osw 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5-2fv 0.310 w 09 32.48 0 0 0 0 0 0 0 0 3A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 TE 1 1OD-v 0.340 w 8.87 7,73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31,45 0 0 0 0 0 0 0 0 P 4A5-2ov 12C-Osw 0.340 0,091 w 8.87 2.38 31,45 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 166 -30ad 0,032 0.84 1.76 17 17 14 29 151 151 126 266 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscr) 0.049 0.44 0.31 0 0 0 0 149 149 66 47 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 31 1 136 Envelope loss/gain 14 26 748 1686 121 a) Infiltration 0 0 729 275 b) Room ventilation 0 0 0 0 131 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 1 0 0 Subtotal (lines 6 to 13) 14 261 14771 2191 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 26 10 48 14 Subtotal 0 0 1487 2239 15 Duct loads 201% 26% 0 0 2011 26% 297 575 Total room load 01 0 1785 2814 Air required (cfm) 0 01 0 144 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Pk wrightsc)oft- 2017-Jun-19 11:01:29 Right-SuiteO Universal 2017 17.0.23 RSU16877 Page 6 DesktopJEMP PRINT\Lot 269 Redwood RHG - N.rup Calc = MJ8 Building faces N J, Job: Lot 269 Redwood RHG - N 7rr wrightsoft-, Right-JO Worksheet Date: 06-19-2017EntireHouse By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court. Winter Park. FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name BTH2 BED2 2 Exposed wall 0 It 9.5 It 3 Room height 8.0 It heat/cool 8.0 it heat/cool 4 Room dimensions 6.0 x 5,5 If 1,0 X 158.5 it 5 Room area 33,0 ft2 158.5 ft2 Ty Construction U-value Or HTM Area (I t2) Load Area ( I t2) Load number Btuh/ftl-'F) Btu ft') or perimeter (it) Bt h) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 T 12C-Osw 0,091 e 2,38 2.41 0 0 0 0 76 61 144 146 4A5-2ov 0,340 e 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 e 8.87 31.45 0 0 0 0 15 0 137 485 13A-flocs 0,143 e 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5-2ov 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 e 10.18 12,27 0 0 0 0 0 0 0 0 W 1213-0sw 0,091 s 238 2,41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.38 2 , 41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4AS-2ov 0340 w 8.87 31,45 0 0 0 0 0 0 0 0 485-2tv 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 Vh1 3A-40cs 0,143 w 3,73 2.90 0 0 0 0 0 0 0 0 10D-v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 238 11.511 0 0 0 0 0 0 0 0 C 1613-30ad 0,032 0.84 1.76 33 33 28 58 159 159 132 279 F 19A-Obscp 0.295 2,89 2,04 0 0 0 0 0 0 0 0 F 19C-19cscl) 0.049 0,44 0,31 33 33 15 10 26 26 12 8 F 22A-tpm 1,180 30,80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 61 49 Envelope loss/gain 42 621 425 966 12 a) Infiltration 0 0 365 137 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 42 62 789 13341 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 13 66 27 132 14 Subtotal 56 128 816 1466 15, Duct loads 1 201% 261% 11 33 2011. 261% 163 377 Total room load 1 67 161 979 1843 Air required (cfm) 0, 8 0 94 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Jun-19 11:01:29vwrightsoft, Right-SuiteO Universal 2017 17,0,23 RSU16877 Page 7 Des1ktopJEIvIP PRINT\Lot 269 Redwood RHG - N,rup Calc 10,18 Building faces: N M.11 7w wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 269 Redwood RHG - N Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web, www.OneStopCooling.com License: CAC032444 1 Room name STR2 FOY 2 Exposed wall 4.0 it 6,0 it 3 Room height 8,0 it heat/cool 9.3 it heat/cool 4 Room dimensions 4,0 x 16.5 If 1.0 x 110,0 it 5 Room area 66,0 IV 110.0 it, Ty Construction U-value Or HTM Area (tip) Load Area (tip) Load number Btuh/ftl-*F) Bt 112) or perimeter (it) Eit h) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 12C-0sw 0.091 e 2.38 2,41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 e 8,87 31.45 0 0 0 0 0 0 0 0 13A -4ocs 0.143 e 3,73 2.90 0 0 0 0 56 32 119 92 1 4A5-2ov 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 0 11D0 0,390 e 10.18 12.27 0 0 0 0 24 24 244 294 W 12C-Osw 0M1 s 2,38 2,41 0 0 0 0 0 0 0 0 W 13A -4ocs 0,143 s 3.73 2,90 0 0 0 0 0 0 0 0 12C-0sw 0.091 W 2.38 2.411 32 24 57 58 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 485-2fv 0.340 0.310 w w 8,87 8.09 31,45 32.48 0 8 0 0 0 65 0 260 0 0 0 0 0 0 0 0 1 3A-4ocs 0,143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D-v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31,45 0 0 0 0 0 0 0 0 P 12C-0sw 0M1 2.38 1.51 0 0 0 0 121 121 287 182 C 168 -30ad 0.032 0,84 1.76 66 66 55 116 0 0 0 0 F 19A-0bscp 0,295 2.89 2.04 2 2 6 4 0 0 0 0 F 19C-19cscp 0,049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1,180 30.80 0.00 0 0 0 0 110 6 185 0 6 c) AED excursion 961 63 Envelope loss/gain 183 534 835 506 12 a) Infiltration 154 58 268 101 b) Room ventilation 0 0 0 0 13, Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 336 5921 1103 607 Less external toad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 336 592 1103 607 14 Subtotal 0 0 0 0 15 Duct loads 2011. 261/. 0 0 20% 26% 0 0 Total room load 0 0 0 0 Air required (cfm) 01 01 1 1 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Pk wrightsc)ift, 2017-Jun-19 11:01:29 Right-SuiteS Universal 2017 17,023 RSU16877 Page 8 Desktop\TEIVIP PRINT\Lot 269 Redwood RHG - N,rup Calc = MJ8 Building faces: N sit rr wrightsolt Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 269 Redwood RHG - N Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court. Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.cofn License: CAC032444 1 Room name PLATY T012 2 Exposed wall 0 If 0 it 3 Room height 9.3 It heat/cool 8.0 It heat/cool 4 Room dimensions 1.0 x 18.3 it 6.0 x 6.5 it 5 Room area 18.3 ft2 39.0 112 Ty Construction U-value Or HTM Area (It?) Load Area If t2) Load number Btuh/ft2--F) B I /ft2) or perimeter (it) Bt h) or perimeter (fl) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-0sw 0.091 e 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0340 e 8:87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0340 e 8.87 31.45 0 0 0 0 0 0 0 0 V 13A -4ocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 1 4A5-2ov 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 11DO 0.390 e 10.18 12.27 0 0 0 0 0 0 0 0 W 120.Osw OMI S 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw 0,091 W 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8.87 311.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 485-2tv 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 1 3A -4ocs 0,143 w 3.73 2,90 0 0 0 0 0 0 0 0 10D-v 0.340 w 8.87 T 73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1,51 42 42 99 63 0 0 0 0 C 16B -30ad 0.032 0.84 1.76 0 0 0 0 39 39 33 69 F 19A-Obscp 0,295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-I9cscc) 0.049 0.44 0.31 0 0 0 0 12 12 5 4 F 22A-tpm 1A80 30.80 OM 18 0 0 0 0 0 0 0 6 c) AED excursion 7 54 Envelope loss/gain 99 56 38 19 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 10 1 5001 Subtotal (lines 6 to 13) 99 66 38 519 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 16 78 14 Subtotal 99 66 54 597 151 1 uctloads 1 20% 261% 20 171 201% 261% ill 153 Total room load 1 119 83 65 750 Air required (cfm) 01 41 01 381 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Jun-19 11:01:29 Right-SuiteO Universal 2017 1TO23 RSU16877 Page 9 iDesklop', TEMP PRINT\Lot 269 Redwood RHG - N.rup Calc = MJ8 Building faces: N wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 269 Redwood RHG - N Date: 06-19-2017 By: XF/MC/8P 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License CAC032444 1 Room name 2 Exposed wail 0 It 3 Room height 8.0 ft heat/cool 4 Room dimensions 1.0 x 155.3 It 5 Room area 155,3 W Ty Construction U-value Or HTIVI Area (w) Load Area Load number Btuh/W-117) Btu /ft2) or perimeter (f) Bt h) or perimeter Heat Cool Gross N/P/S Heat Coal Gross N/PIS Heat Cool 6 T 12C-Osw 4A5-2ov 0.091 0.340 e e 2,38 8.87 2.41 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0,340 e 8.87 31,45 0 0 0 0 VL 13A-flocs 0,143 e 3.73 2.90 0 0 0 0 1 G 4A5-2ov 0,340 e 8.87 31.45 0 0 0 0 11DO 0.390 e 10.18 12.27 0 0 0 0D W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 W 13A-flocs 0,143 s 3.73 2.90 0 0 0 0 0.091 W 2.38 2.41 0 0 0 0 4A5-2ov 0.340 w 8.87 31 AS 0 0 0 0TE 12C-Osw 4A5-2ov 4B5-2fv 0340 0.310 w w 8.87 8.09 31.45 32,48 0 0 0 0 0 0 0 0 3A-4oCs 0,143 w 3.73 2.90 0 0 0 0 TE 1 1 OD-v 0.340 w 8.87 7.73 0 0 0 0 4A5-2ov 0.340 w 8,87 31.45 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 P 12C-Osw 0.091 2.38 11.51 0 0 0 0 c 16B -30ad 0,032 0.84 1.76 155 155 130 273 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 33 33 15 10 F 22A-Ipm 1180 30.80 OM 0 0 0 0 6 c) AED excursion 74 Envelope loss/gain 144 210 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 500 Subtotal (lines 6 to 13) 144 7101 Less external load 0 0 Less transfer 0 0 Redistribution 144 710 14 Subtotal 0 0 15 Duct loads 201% 269% 0 0 Total room load 0 01Airrequired (cfm) 01 of Calculations apgroved by ACCA to meet all r2quirements of Manual J 8th Ed. AA- wrlghtscift, 2017-Jun-19 11 01:29 Right -Suite® Universal 2017 ITOM RSU16877 Page 10 Desktop\TEMP PRINT\Lot 269 Redwood RHG - N.rup Calc = MJ8 Building faces N wriqhtsoft Duct System Summary Job: Lot 269 Redwood RHG - N Date: 06-19-2017 Entire House By: XFIMC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling,com License: CAC032444 For: Taylor Morrison Sanford, Fl Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.16 in H2O 0.16 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.249 in/100ft 0.249 in/100ft Actual air flow 0 cfm 1000 cfm Total effective length (TEL) 137 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg. Eqv Ln (ft) Trunk BED2 c 1843 0 94 0.327 6.0 Ox 0 VlFx 9.0 95.0 stl BED3 c 2814 0 144 0307 7.0 Ox 0 VlFx 15.6 95.0 stl BTI-12 c 161 0 8 0,322 4.0 Ox 0 VlFx 10.5 95.0 stl FAM c 2219 0 114 0.268 6.0 Ox 0 VlFx 21.7 105.0 st2 FAM-A c 2219 0 114 0.249 6.0 Ox 0 VlFx 26.6 110.0 st2 KIT c 1987 0 102 0.301 6.0 Ox 0 VlFx 8.1 105,0 st2 LAUN c 850 0 44 0.305 4.0 Ox 0 VlFx 16.5 95,0 stl MBED c 2485 0 127 0.275 70 Ox 0 VlFx 23.5 100,0 st3 MBED-A c 2485 0 127 0.278 70 Ox 0 VlFx 22.2 100.0 st3 MATH c 389 0 20 0.285 4.0 Ox 0 VlFx 19,1 100.0 st3 IVITOI c 42 0 2 0.272 4.0 Ox 0 VlFx 24.8 100.0 st3 MWIC c 179 0 9 0.299 4.0 Ox 0 VlFx 117 100.0 SO PNTY c 83 0 4 0.280 4.0 Ox 0 VlFx 162 105.0 st2 PWDR c 995 0 51 0.253 4.0 Ox 0 VlFx 24.1 110.0 st2 T012 c 750 0 38 0.313 4.0 Ox 0 VlFx 13.6 95,0 SO Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 0 385 0.249 705 10.0 0 x 0 VinlAx SO Peak AVF 0 338 0.299 620 lao 0 x 0 VinIFIx st3 Peak AVF 0 277 0.272 627 9.0 0 x 0 VinlF1x Boldlitalic values have been manually overridden 2017-Jun-19 11:01:30 wrightsoft, Right-Suiteg Universal 2017 17 0,23 RSU16877 Page 1AC ... ',Desktop',TEMP PRINT"Lot 269 Redwood RHG - N.rup Calc = MJ8 Building faces: N Return Branch Detail Table Name Grille Size (in) Htg cfm) Cig cfm) TEL ft) Design FR Veloc f pm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb4 Ox 0 0 1000 0 0 0 0 Ox 0 VlFx 2017-Jun-19 11:01:30wrightSOft' Right-Suiteft Universal 2017 17,0,23 RSU16877 Page 2 Desktop\TEMP PRINT\Lot 269 Redwood RHG - N.rup Calc - M,18 Building faces: N wrightsoft, Static Pressure and Friction Rate Job: Lot 269 Redwood RHG • N Date: 06-19-2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web. www OneStopCooling,corn License: CAC032444 Project Information For: Taylor Morrison Sanford, F1 Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0,03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total Effective Length Supply Return ft) ft) Measured length of run -out 23 0 Measured length of trunk 4 0 Equivalent length of fittings 110 0 Total length 137 0 Total effective length 137 Heating in/100ft) Supply Ducts 0.249 > 0.18 Return Ducts 0,249 > 0.18 Supply 4X=35, 11M=20, 111=10, 11G=5, 11G=5, 1A=35: TotalEL=110 Return TbtalEl_=0 Cooling in/100ft) 0.249 > 0.18 0.249 > 0.18 2017-Jun-19 11 01 30 wrightSOft' Right-SuiteO Universal 2017 17,0,23 RSU16877 Page 1 Desktop\TEMP PRINT\Lot 269 Redwood RHG - N.rup Calc = MJ8 Building faces: N Level 1 i I f I A3CIA3M TA12 pAptBt '—` IAVIAJ 21.IAW 43tAAU8411 t( 4 , i j 3106A RQWA tp ex A.AAW 39Nn 4043AD1 tQaAJi `df:. T90 d j 4,1A3fl39pYJIMA9a10x10.2W 1OX10-2W10.2W 114cfm n A, f rmnn+ e Y 6 ., 3 AR>r f t IQx6 a t 1Q2 cfmAf. w Su Rtii$ t1e"ie 89AC t t •n. e Ff3f3 b fUC4^ 4m 3VCJflU1MY J ri p H to f' NCp(TA.l3 GMlt ..I 21Y14 2 t i BJ.fAW 4! 3+A,}U2Mi RS &98f IEQJJ , 4" 9BY09 M5101TA19 3U! VGna ntU Fw `. MN 30ARAO 3Y06A`&{ 3 kW A09 R Ojl J gg 310NRAc"). RAO I 5tt c mi... NpCM1 34+ AktAQ N Q i4 33MJ 4 A YflTHB.., F3QW9a, TWtA.A' 46886 2111AIIIci(}SAIij{ f H4 flM HQ flR f f A EF1 = 50 CFM Fan I EF2 = 80 CFM Fan AC PADS BYGC MIN SIZE EF3 = 110 CFM Fan 40"X40" 36" SEPARATION EFL = 50 CFM Fan 16"OFwALL EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan 4" IVC REFRIG LINE CHASE BYGC VTR = Vent to Root VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate T = Thermostat 1 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box Job #: Lot 269 Redwood RHG - N One Stop Cooling and Heating ScaW 1 :74 Performed by XFIMC for: PIe I Tap MaY , 7225 Sandscove Court ISulQ0(.k>Ner' W 2017 Writer ParK FL 32792 r 7D 23 RSVI6202 Santatl, ti Phone:( 407) 629.6920 Fax.(407) 629- 9307 2017-M.Y IQ 13:9110 wwwo ms top Coo hg.co m Level 2 I I i I k.Fl. a tt 3T I22. lV2 owHe ow3.03nR3 9AA3T 7 i OA)'fl-'8 _. 3 o3a x-r h S E e93NWO 3TIU8 _ } o-a a I If 8 t{ Qfl1A tw LAW 3351N'SR & tftt A91A 03N390 n2M13 Q! T ° gVTIIAA na Tvo14 x 14 ! t OX8cfr +«„ 127_C1m rzuwae 4" tp aw;8,xc4f,mI aI30VV14x14 8x4 HTAS Al. WM T 'E Soon 83WOne 9" -;. MAONUAJ igTxAg 1aaAw9M3Tnv 443flU80Jath3 up Rt$er F))J ii9 3 fl3WCtNE 60 1(t ^ 9 Cfrn .. itAN fl3vR4 t 00 T.3. } 3 N 2ax a RA !w! LYA " O 01 1000 Cftn 8UTplttA +SS az. A' 16° 8R91 rw 4 "6x4 W 39 c 1 1 94 cfm 10 x 10tOx6 4" g g HTAB 6 Ctra •ac 6 vAt VAJ 12x12 S M00A038 6„ Ewa a a •o._.. annr 10 X 10 ' a; 144 cfm IM na w,ae u^u3Re?3 Wo aan oea,a Ml, e M009038 aao ro.g QA EF1 = 50 C4ian EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate T = Thermostat 1 i8 SRB s Small Reduction Box LAB = Large Reduction Box FBB =Field Built Box Job #: Lot 269 Redwood RHG - N One Stop Cooling and Heating Scale: t :74 Performed by XFIMC for: Pam, 2 TapMma m 7225 Sano%cove Court w raSwe®unHc><s zoi7 wine' Park. FL 32792 irab,H Phone: (407)629 -6920 Fax:(407)629-9307 2017MaV 1013:5112 w OneStopCooingcon CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $; Job Address: mfsOtv Historic District: Yes D No 2 Parcel ID: 2:1-19-30-_a(e:0000-;W 0 Residential IR Commercial M Type of Work: New F11 AdditionEl AlterationD RepairEl Demo El Change of Use R Move El Description of Work: HEW SING E FAMILY IQ-WNH HOME UNII - IH RNEBUOKEHASE LOT NUMBER: 2, e Plan Review Contact Person: Daphne Clark Title: Phone: 42-22- 6940 re M-1 ITINTOMMORUMIRNPUMI-11Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Ph oTv- • it077 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Resident of property? ; NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE# 200 Fax: City, State Zip: Name: Street: 407- 257- 6940 MAITLAND FL 32751 State License No.: CBC1257462 Arch itect[Eng ineer Information Phone: Fax: City, St, Zip: E-mail: Bonding Company: UJA Mortgage Lender:, NIA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 comity, and there may be additional permits required from other govcrn tile it ta I 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 hen Law, IS 713, The City ot'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 ofthe job at the time ol'submittal. The actual construction value will be Figured based on the current ICC Valuation Table in effect at the little 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 he done in compliance with all applicable laws regulating construction and zoning. TIA- Y'LO,R-M-O--R-R.lSON-O,F,FLO-R-l D AI-N,C Print Omwi/Agent s Natp 41, 7 Sigi wtme o_l'_N_o_-t-a__'5`iW, 4 Vim ida tale 11 01wrier/ Agent is YES Personally Known to Me or Produced 11) _,___N/A Type of D I ZWILUC 0f('0lItldCt0l//XkeII( I atc JOHN ASA WRI( le, It filate of Florida D, A C!,.V-r MYCOMMISSIROFF209', 03 EXPIRES: Jane 27,2019 MTeo Thru dine( 1013 Urvica Contractor/Agentis -YES- '14'e"t-sotially Known o e r Produced 11) _ N/AType of 11) BELOW IS FOR OFFICE USE ONLY Permits Required: BUildingl7k- j" Electrical MechanicalQ Plumbing[ Gasn Roo r Construction Type: * 4 t> — Occupancy Use: —Flood Zone: Total Sq Ft of Bldg: Z,2_> 3 1 Min. Occupancy Load: # of Stories:-Z— PIT "IqEf) New Construction: Electric - # of Amps, 0 Plumbing - # of FixturesL_? Fire Sprinkler Permit: Yes No I/ off leads Fire Alarm Permit: Yes El No 11 I APPROVALS: ZONING- t'7 UTILITIVS: WASTV WA` _P IM r1"NOINLI'R ING: M-Tc S_q_U)Q IIRF: COMMENTS: Ok to construct townhome, with setbacks and impervious area shown on plan. No additional impervious permitted beyond initial construction. BUIlDINU, 5f- q- 4-/7 Revised .tune ,30, 2015 Pelloll, Application R UNBORN 4 of cu fill 1 3i O O G? O i3 `Ys 0 i+ C3 v O O a 0 a V Q teS t"' c ct3 Cfi C4 tS 75 C v wv) oncnwr4w a w w h a O QWCSC G5' A; O O O O O O O dt O It O O kn O kn O 1n O C O O O O r N IM M M d C^ 00 MIjIMPI1877-1 City of Sanford Planning and Development Services Engineering — Roodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 338 Misty Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2680 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: FW-1 New structure Ej Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition E] Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F-1 The parcel is in the: El floodplain El floodway E] A portion of the parcel is in the: Fj floodplain F-1 floodway A-1 The parcel is not in the: ME floodplain E:]floodway El The structure is in the: El floodplain 0 floodway El The structure is not in the: M floodplain M floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-2283 Reviewed by: Michael Cash, CFM Date: August 8, 2017 Application for Right -of -Way Use for Driveway, Walkway 1877 — & Landscape 0 R I D,10 %, Department of Planning & Development Services fordfl.gov 300 North Park Avenue, Sanford. Florida 32771 Phone: 407.688,5140 Fax: 407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. 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 size and 15- location of the existing right—of-way and use shall be provided or application could be delayed, Krow Mot's 111010W. 7M"AIWOW 4or cZ o,8 call baton you ft 1. Project Location/Address: rLa 2. Proposed Activity: Driveway 11 Walkway El Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: iWIlleAlAY 91 EV &oce, This application is submitted by. Property Owner. Signature: Print Name: Address: MimAw orE Phone: Fax:- Date: 7- 7-4 —/1 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 installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improve- ment 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 Requestors 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 oouncilpersons, agents, servants, or employees 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 arty nature whatsoever to person of, prop", 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. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. 1 Signature: 11 Date: This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 640124 hours In advance to schedule a pro -pour Inspection. Pre - pour Inspection by: I Date: PtemDer Zu1V ROW Use Driveway,pol SCPA Parcel View: 27-19-30-506-0000-2680 http://parceidetail.scpafl.org/ParceIDetaiIInfo.aspx?PlD= 2719305060... PrECard Parcel: 27- 19-30-506-0000-2680 gg2ft Rer, 2O Owner: TAYLOR MORRISON OF FL INC Prop" Address: 338 MISTY GROVE LN SANFORD, FL 32771 Parcel Information Value Summary Parcel 27- 19-30-506-0000-2680 2017 Working 2016 Certified Owner TAYLOR MORRISON OF FL INC Values Values Valuation Method Cost/Market Cost/Market Property Address 338 MISTY GROVE LN SANFORD, FL 32771 Number of Buildings 0 0 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Depreciated Bldg Value 0 Subdivision Name iftQRN-@RQ-QKE pjj&$-Ej Depreciated EXFT Value 0 Tax District S1-SANFORD Land Value (Market) $18,300 0 DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag 0 ExemptionsM[keS $ 18,300 0 Portability Adj 0 Save Our Homes Adj $0 0 22.33 11 22 22 22 22 22 ;22331 Amendment 1 Adj $9,667 0 N) iV z tV iV EV P&G Adj $0 0 4 Assessed Value $ 8,633 0 Tax Amount without SOH: $0.00 0 (.0 ZQIQ $0.00 0 Q0ZnZ'5 Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Seminole County Legal Description LOT 268 THORNBROOKE PHASE 5 PB 81 PGS 68 & 69 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 8,633 0 8,633 Schools 18, 300 0 18.300 City Sanford 8,633 0 8,633 SJWM(Saint Johns Water Management) 8,633 0 8,633 County Bonds 8,633 0 8,633 Sales Description Date Book Page Amount No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price LOT Building Information Permits Permit # Description Agency Amount CO Date Qualified VaMmp Land Value 18,300, 00 Permit Date 18,300 I of 2 7/24/17, 3:17 PM COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100005 BUILDING APPLICATION #: 17-10000575 BUILDING PERMIT NUMBER: 17-10000575 DATE: August 17, 2017 UNIT ADDRESS: MISTY GROVE LN 338 27-19-30-506-0000-2680 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME, ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: THORNBROOKE PH 5 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 338 MISTY GROVE LANE THORNBROOKE PH 5 LOT 268 TOWNHOME FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* 00 000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Multifamily 2,450.00 1.000 dwl unit 2,450.00 F N/A 00 LAW ENFORCE N/A oa DRAINAGE N/A 00 AMOUNT DUE 2,883.00 STATEMENT RECEIVED BY: fR 40" _SIGNATURE: PLEASE PRINT NAME) p - DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: I-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTMUSTIMEETTTHEFRE8UIREMENTSCY OF THEACOUNTYY. THLANDEDEVELOPMENTREVIEW CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE tOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Prepared By Kim Carter and Taylor Morrison Homes Return To26O0Lake Lucien Drive, Suite 350 K4uiUuod.Fl- 32751 NOTICE OF COMMENCEMENT. State o[ Florida. County of Seminole. NNUU 0N 0N VY00U U 00NUNUUUN UN0N NNYY Y NN m"vm mnmuoxmomomm"oN0 QYNN GRANT MALOY, SEMINOLE COUNTY Lcnx OF CIRCUIT COURT & COMPTROLLER BK 3960 Ps 1433 <1Pss) CLERK'S A 2017075933 RECORDED 07/ 27/2017 10:01:53 AM RECORDING FEES $ 10.00 RECORDED BY tsmith The undersigned herchygkennnhooUmt improvements will hcmade mcertain nm| property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Coin m encernent. Description oYproperty / LOT 2&Y~ Legal Description ThornbroukuPhase J according mthe plat thereof, morecorded (u P|m(Booki( Pago647,4fof/hmpub|iorecon| xofSomioo|eCouoty, Addresses 7jSanfordPL 2. General description u[ improvements Single Fumi| y8omo 3. Owner information Name Taylor Morrison o[ Florida Inc. Address 2oUOLake Lucien Drive Suite 35U,Maitland, Pi3275} 4. Fee Simple Title Holder: N.A. 5 Contractor name and address : Name Taylor Morrison o[Florida Inc. Address 26O0Lake Lucien Drive Suite 350'Maitland, FL] 275| 6. Surety :N.A. 7. Lcndorli,A. 8. Persons within the State of Florida designated by tile Owner upon whorn notices or other dOCLI111eiltS illay beserved uoprovides by7|I|}(|)(a)7,Florida Statutes: N. A. 9. In addition to himself, Owner designates tile following to receive a copy ofthe Lienor's Notice as provided in 713.12(l)(b\ Florida Statutes, N.A. O. Expiration ( late of notice ofcoin menninunt:One year from the date of recording. WARNING 0OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OFTHE NOTICE OFCOMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 1LDate Signed Signature ofOwner's Agent J in Asa Wright aylor Morrison of Florida li Sworn toand subscribed before mnthis hvJohn Asa Wright who is — personally known tome. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: 4907 Job Address: 338 Misty Grove Lane Historic District: Yes 0 NoEl Parcel ID: (Thornbrook Lot 268) Residential 2 Commercial Type of Work: New 2 Addition 11 Alteration 0 RepairEl DemoEl Change of UseEl move 0 Description of Work: Install new 2.5 ton HVAC with duct work (4 exhaust 1 d!yer) Plan Review Contact Person: Adlyn Rodriguez Title: Permit Clerk Phone: 407-975-2762 Fax: Email: adlyn.rodriguezflonestopcooling.cam Property Owner Information Name Taylor Morrison of Florida Phone: 407-629-0077 Street: 2600 Lake Lucien Drive Suite 350 Resident of property? City, State Zip: Maitland, FL 32751 Contractor Information Name One Stop Cooling and Heating Street: 7225 Sandscove Count Phone: 407-975-2762 Fax: 407-629-9307 City, State Zip: Winter Park, FL 32792 State License No.: CAC 032444 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 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. FRC 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 Perrait Application I - , t!QTlCF,: 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 managetuent districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of tile 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 tirne 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 pcnAt fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the be done in compliance with all applicable laws re Signaturc ot`Owner/Agent Print Owner/Agent's Name Date Signature ol'Notary-Stitte of Florida -- - Date Owner/Agent is — Personally Known to Me or Produced ID Type ofID ing information is accurate and that all work will 9 Iustructi lo ri and zoning. t01- 1'- e 01/05/2018 11 n.-t1--r-c-o-f-&ntractor/Agei)t Date Kevin Stine Print Con(ractor/Agent's Name Signature 01ta A 0 a lWil-t-ft kill l"', KELLY WEOSTER Notary Public - State of Florida COMM1381011 # FF 978034 MY Comm. Expires Apr 4, 2020 Contractor/A Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building F] Electrical [] Mechanical [] Plumbing[ Gas n Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes [] No P It of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories. Plumbing - # of Fixtures Fire Alarm Permit-, YesFJ No WASTE WATER: BUILDING: Revised; June 30,2015 Permit Application 4tJ BDI\,1I SION-. LOT #: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Vj) Job Address: ';:-A h Q_ jrA 1A Historic District: Yes No Parcel 0 1-5 a rAn/ Residential Commercial 0 Type of Work: r1q New Lj& AdditionF] Alteration 11 Repair 0 DemoEl Change of UseEl Move El Description of Work: NEW RESIDENTIAL PLUMBING Plan Revie- vv Contact Person: Phone: Fax: Email: Title: Property Owner Information Name Phone: Street. Resident of property? City, State Zip: Contractor Information Name N RTMWEST PLUMBING QF QRLANDQ Phone'. (770) 941-5421 x 2082 Street: 6310MABLETONPARKWAY ,., SUITE1000 - Fax: j770j941-9522 City, State Zip-, MABLETON, GA 30126 State License No.: CFC1426562 Arch itect/Eng I neer Information Name Street City, St, zip: - Bonding Company: Address; Phone: Fax: E- mail: Mortgage Lender: Address-. YARNING TO ONVNER: YOUR FAltXRE TO RECORD A NOTICE OF COMM ENCENIFINTMAY RFSULTIN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CONINMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. tF YOU INTEND TO OBTAIN FINANCING, CONS11,T WITH YOUR LENDER OR AN Al-l-ORNEY BEFORE RECORDING YOUR NOTICE OF CONlMFNCEMFNT Application is hereby made to obtain a permit to do the work and installations as indicated I Certify that 110 work or iliStIlIaLion has commenced P601- to the ISSLIMICC of a permit and that all work will be performed to meet standards of all laws regulating COIISUAIC0011 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. FRG' 105.3 Shall be inscribed Witlt tic date of application and the code in effect as of (bat date: 51" Edition (2014) Florida Building Code Re\ ised June 30. 2015 Permit Application 1 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 ('try of Sanford requires payment ofa plan review fee at the time of permit submittal, A copy of the executed contract is required In order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction VaILIC will be figured based on the Current ICC Valuation Table in effect at the time the pert -nit IS Issued, III accordance with local ordinance. Should calCUtatcd charges figured off the executed contract exceed the actual construction value, credit will be applied to Your PCI`ulIt lees 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. jig I I/ Signature ol'Ownet/Agent Date Print Omicr/Agen('s Name Signature ol'Notary-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID lf2wi4_ , - I— SignatureofContrac r/Agent, to 4 Print Contract lit's 0"3SPN ignalureor otary-S late of Florida Date Contractor/Agent is Personally Produced ID Type of ID _ BELOW IS FOR OFFICE USE ONLY Permits Required: BUildingEl Electrica[E] Mechanical E] PtumbingE] GasF1 Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps of Stories: Plumbing - # of Fixtures EXPIRES GEORGIA JUNE 8, 2020 Fire Sprinkler Permit: Yes n No n 9 of Heads - Fire Alarm Permit: Yes [-] No n APPROVALS ZONING, COMMENTS: UTILITIES: WASTE WATER: ENGINEERING FIRE: - BUILDING: Revised June 10, 2015 Permit Application ES Project No: 0110.140UNIVERSALUWorkorder No: 93388381008.0000-2 ENGINEERING SCIENCES Report Date: 11 /13/2017 Consultants In: Geotechnical Engineering 0 Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection E0BuildingCodc, Administration, Compliance Inspection & Plan Roview 7 — 4 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 In - Place Density Test Report Client: Taylor Morrison of Florida, Incorporated UES Technician: Albert Jacome 2600 Lake Lucien Drive Suite 350 Date Tested: 11 /08/2017 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: Residential House Pad, Lot 268 Material: Fill Reference Datum: 0 = Top of Footing The tests below meet the 95% minimum cornoaction reauirement Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor Maximum Optimum Field Dry Field Soil Pass Test Density Moisture Density Moisture Compaction or No. Location of Test Range Pcf) Pcf) Fall 4 North side (Footing) 0-1 ft 105.4 11.8 100.9 6.8 96 Pass 5 East side (Footing) 1-2 ft 105.4 11.8 103.4 9.6 98 Pass 6 Center of pad (TOF) 1-2 ft 1 105. 4 1 11, 8 1 105. 1 1 10.3 100 Pass Remarks: ( TOF) 0 = Top of Fill 338 Misty Grove Lane To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application NO 3 Documented Construction Value: S L2 2n 0 Job Address: historic District: YesEl No D Parcel ID: Residential 111-'Commercial 11 Type of Work: NeNv AdditionEl AlterationEl Repait-10 DemoO Change of Use El Description of Work: tom t Wi ip Plan Revieiv Contact Person: Title: Phone: Fax: Email: Property Owner Information Ph one: hone: 714tcy- Street: Residentof property? City, State Zip: Contractor Information Name Phone: P 77-7 121 L40' S&S I 0CL Street: Fax. City, State Zip: " Jutkj- State License No.: er I Name: Street: City, St, Zip: Bonding Company: Address: Arch itectfEng ! nee r Information Phone: Fax: E- mall: Mortgage Lender: Address: WAR-NNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF C01\MENNCEMENT MAY RESULT IN YOUR PAYING TWICE FOR MPROVENIENTS TO YOUR PROPERTY. A NOTICE OF COINLINIENCE.KENT MUST BE RECORDED —ND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN F IN A INC I NG, coNsvur WITR YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONIMENCENIENT. Application is hereby made to obtain a permit to do the Nvork and installations as indicated. I certify that no vvork- or installation has commenced prior to the issuance of a permit and that all work «A be performed to nice( standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical Nvork, plumbing, signs,,vvetls, 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Pam, ut Application El 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 counov. and there may be additional pemiits required from other govetumental entities such as water manm=ent districts, state agencies, or federal agencies, Acceptance of permit is verification that I will notify the owner of the propet-R, of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan reviekv fee at the tiu-IC of pertrift submittal. A cop), of the executed contract is required in order to calculate a plan review char-e and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be Flaured 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 peanut is issued, O\N,','\'ER'S AFFIDAVIT: I certifynthatalloftheforegoing information is accurate and that all work wiLl be done in compliance with, all applicable laws regulating constructione 15 _Aad-zanirig Signature of Owner-kgtw Date Print 0 xnei,'Agcut's Name Signature of Notary-Srate. of Florida Date Owner/Aeent is — Personally Known to Me or Produced ID _— Type of ID Signature of Print Date M SifllamrbTNOWTtatc of Florida Date gv STEPHANIE RALLO commission # FF 175017 Expires November 9, 018 Coil xactor. gent is Personally Known to Me or Produced ID _ Type of DD BELOW IS FOR OFFICE USE ONLY Permits Required: Building g Electrical E] Mechanical n Plumbing[] Construction Type: Total Sq Ft of Bldg: eOccupancy Use: Tfti. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes n No 0 = of Heads APPROVALS: ZONING: COMMENTS: ENGINEERING: UTILITIES: 09- 11 Gas Roof [] Flood Zone: of Stories: Plumbing - r1r of Fixtures Fire Alarm. Permit: Yes El No 7 WASTE WATER: BUILDING: Revised' June .30, 2015 pernut Applicatioa I FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 268 Redwood RHG - N 3 C' '4- 0"[ ) V- Builder Name: One Stop Cooling and Heating "" Street: 3.9 k 0 1"4 Permit Office: City, State, Zip: Sanford , FL , Permit Number: R D Owner: Taylor Morrison Jurisdiction: 699001 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1, New construction or existing New (From Plans) 9. Wall Types (1062.7 sqft.) Insulation Area 2, Single family or multiple family Multi -family a. Frame - Wood, Exterior R=110 400.00 ft2 b. Frame - Wood, Adjacent R=1 1.0 345.33 ft2 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 317,33 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1160.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1160.00 ft2 Conditioned floor area above grade (W) 1957 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft-, 11. Ducts R W 7. Windows(173.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 391.4 a. U-Factor: Dbl, U=0,34 165.37 ft2 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 8.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0,34 a, Central Unit 30 1 0 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 26.4 HSPF:9,00 SHGC: Area Weighted Average Overhang Depth: 2237 ft. Area Weighted Average SHGC: 0,321 14. Hot water systems 8. Floor Types (1957.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R-0.0 907.00 ft2 b. Conservation features EF: 0.900 b. Floor Over Other Space R=O.O 797.00 ft2 None c, other (see details) R= 253.00 ft2 15. Credits Pstat Glass/Floor Area: 0.089 Total Proposed Modified Loads: 44.76 PASSTotalBaselineLoads: 47.28 1 hereby certify that the plans and specifications covered by Review of the plans and 1"E ST4 this calculation are in compliance with the Florida Energy specifications covered by this 01 3- Code. Digitally signed by Bolan Boian PaukoviiC Paukovic calculation indicates compliance with the Florida Energy Code. PREPARED BY: Date: 2017,06.19 10:58:00 -04'00' Before construction is completed DATE: this building will be inspected for e compliance with Section 553,908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy God. OWNER/AGENT: BUILDING OFFICIAL: DATE: -7 DATE: 1. 6'. 1 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402,4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 6/19/2017 10:55 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot 268 Redwood RHG - N Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1957 Lot # 268 Owner: Taylor Morrison Total Stories: 2 Block/SubDivision: Thornbrooke TH of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 270 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL , 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, Orlando FLORLANDO.-INTLAR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1957 16835.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1 st Floor 907 8435.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1050 8400 No 4 3 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- ---- 253 ft2 11 0.29 0 0.71 2 Slab -On -Grade Edge Insulatio 1st Floor 34 ft 0 907 ft2 0.29 0 0,71 3 Floor Over Other Space 2nd Floor ---- ---- 797 ft2 0 0.29 0 0,71 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 1297 ft2 0 ft2 Dark 0,6 N 0.6 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1160 ft2 N N 6/19/2017 10:55 AM EnergyGaugeS USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING V# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 1160 ft2 0.1 Wood WALLS VAdjacent Space Cavity Width Height Sheathing Framing Solar Below Ornt To Wall Type R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 S=>E Exterior Frame - Wood 2nd Floor 13 7 0 8 0 56.0 ft2 0 0.25 0.6 0 2 S=>E Exterior Concrete Block - Int Insul 1st Floor 41 3 0 9 4 28.0 ft-' 0 0 0.6 0 3 E=>N Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0,25 0,6 0 4 E=>N Exterior Concrete Block - Int Insul 1st Floor 4.1 9 6 9 4 88.7 W 0 0 0,6 0 5 W=>S Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 6 W=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 21 6 9 4 200.7 ft2 0 0 0.6 0 7 SW Garage Frame - Wood 1st Floor 11 37 0 9 4 345.3 ft2 0 025 0.6 0 DOORS V# Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E=>N Insulated 1 st Floor None .4 3 8 24 W 2 -=>SW Wood 1st Floor None .46 2 8 6 8 17,8 ft2 WINDOWS Orientation shown is the entered orientation (=> changed to As Built (rotated 270 degrees), Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 e=>N 3 Vinyl Low-E Double Yes 034 0.32 30.0 ft-' 1 It 0 in 2 It 0 in Drapes/blinds None 2 e=>N 3 Vinyl Low-E Double Yes 0,34 0,32 15.4 W 1 ft 0 in 2 ft 0 in Drapes/blinds None 3 e=>N 4 Vinyl Low-E Double Yes 0,34 0.32 4.0 ft2 1 ft 0 in 11 ft0in Drapes/blinds None 4 w=>S 5 Vinyl Low-E Double Yes 0,34 0.32 14.6 ft2 1 ft 0 in 1 It 0 in Drapes/blinds None 5 w=>S 5 Vinyl Low-E Double Yes 0.34 032 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 W=>S 5 Vinyl Low-E Double Yes 0.31 0.34 8.0 ft2 1 It 0 in 2 It 0 in Drapes/blinds None 7 w=>S 6 Vinyl Low-E Double Yes 0,34 0.32 17.9 ft2 13 ft 0 in 2 ft 7 in Drapes/blinds None 8 w=>S 6 Vinyl Low-E Double Yes 0.34 0.32 17.5 ft2 1 ft0in 11 ft0in Drapes/blinds None 9 W=>S 6 Vinyl Low-E Double Yes 0.34 0.32 36.0 ft2 1 ft0in 11 It 0 in Drapes/blinds None GARAGE V# Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 253 W 253 ft2 64 It 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000273 1402.9 77.02 144-85 2456 5 6/19/2017 10:55 AM EnergyGaugeO USA - FlaRes2014 Section R405A.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 26.4 kBtu/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr 900 cfm 0,75 1 sys#1 HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation I Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS supply ---- Return .... Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 391.4 ft Attic 97,85 ft Prop. Leak Free 2nd Floor cfm 58.7 cfm 0.03 0.50 1 1 TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar Ap r JunMay Ju Xj Au Oct Nov Dec Heating Jan Febar Apr M Jun July Xj A Xj Seep J Oct Nov0 Dec iVentinX JanFebXMar Apr May Jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEN) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/ 19/2017 10:55 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescrietive Methods IADDRESS: Permit Number; Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings, The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 0 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4. I . 1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1 .1 Installation. The components of the building thermal envelope as listed in Table R402,4. 1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. 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, and 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, 0 R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air, 0 R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square toot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101 /13.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer, Exception: Site -built windows, skylights and doors. 0 R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system, R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric- resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7,2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1 Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0,1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handier enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area, Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/19/2017 10:56 AM EnergyGauge@ USA - FlaRes2014 - Section R405,4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 0 R403.3 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (411C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. 0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 13 R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 1 00'F to 140°F (38°C to 60'C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403,4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual Solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 0 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 0 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302. 1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/19/2017 10:56 AM EnergyGaugeO USA - FlaRes2014 - Section R405,4,1 Cam Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space, Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 115 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6. 1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6,1, 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403,93 and in accordance with ANSI/APSP-1 5. The energy requirements for portable spas shall be in accordance with ANSI/APSP- 1 4. 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21,56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4,0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard, 0 R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 1 Where pumps are powered exclusively from on -site renewable generation. 0 R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. 0 RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. 0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6, 0 R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-1 9. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 6/19/2017 10:56 AM EnergyGaugeS USA - FlaRes2014 - Section R405.4. 1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL} DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing Z 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 (W) 7. Windows— Description a. U-Factor: Dbl, U=034 SHGC: SHGC=0,32 b. U-Factor: Dbl. U=0.31 SHGC: SHGC=0,34 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: Sanford, FL, New (From Plans) 9. Wall Types Insulation Area Multi -family a. Frame - Wood, Exterior R=110 400,00 W b. Frame - Wood, Adjacent R=11.0 345,33 ft2 c. Concrete Block - Int Insul, Exterior R=4,1 317-33 112 3 cl. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1160.00 ft2 1957 b. N/A R= ft2 Area c. N/A R= ft2 165-37 ft2 11, Ducts R W a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 391.4 8.00 ft2 12. Cooling systems kBtulhr Efficiency ft2 a. Central Unit 30.0 SEER:15,00 ft2 2,237 ft. 0,321 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=OA 907.00 ft2 b. Floor Over Other Space R=O.O 797.00 ft2 c. other (see details) R= 253.00 ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: ZDate: 7 Address of New Home: tj 17 &7 L4,, City/FL Zip: 3,1,, i6l_z, kBtu/ hr Efficiency 26. 4 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat OF IIAE S CIO S., o 0 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/ 19/2017 10:56 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 268 Redwood RHG - N Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material, Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/19/2017 10:56 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsok Project Summary Entire House One Stop Cooling and Heating Job: Lot 268 Redwood RHG - N Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 Proiect Information For: Taylor Morrison Sanford, F1 Notes: Weather: Orlando Intl AR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 'IF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9678 Btuh Structure 15515 Btuh Ducts 1936 Btuh Ducts 3986 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11614 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Infiltration Equipment sensible load 18994 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 2921 Btuh Ducts 807 Btuh Central vent (0 cfm) 0 Btuh Heating coolin gone) Area(ft2) 1957 1 95 Equipment latent load 3729 Btuh Volume (ft) 16761 16761 Air changes/hour 0.43 0.23 Equipment Total Load (Sen+Lat) 22722 Btuh Equiv. AVF (cfm) 120 64 Req. total capacity at 0.75 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-030-230-19 Cond 14HPX-030-230-19 AHRI ref 7044384 Coil CBX27UH-030-230*++TDR AHRI ref 7044384 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 22500 Btuh Heating output 26400 Btuh @ 470F Latent cooling 7500 Btuh Temperature rise 0 OF Total cooling 30000 Btuh Actual air flow 0 cfm Actual air flow 1000 cfm Air flow factor 0 cfm/Btuh Air flow factor 0,051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 20 OF Backup: Input = 0 kW, Output = 0 Btuh, 100 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017 -Jun-19 10:53.36wrightsoft, Right-Suiteb Universal 2017 I7.023 RSU 16877 Page 1 DesklopJEMP PRINT\Lot 268 Redwood RHG - N.rup Calc = MJ8 Building faces, N wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 268 Redwood RHG - N Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web www.OneStopCooling,com License: CAC032444 I Room name Entire House PWDR 2 Exposed wall 84.0 It 6.5 It 3 Room height 8.6 It d 9.3 It heat/cool 4 Room dimensions 4.0 x 8.0 It 5 Room area 1956.8 ft2 32,0 it' Ty Construction U-value Or HTIVI Area (ft2) Load Area (ft2) Load number BtUb/ft2-'F) Btuh/ft2) or perimeter (it) Btuh) I or perimeter (ft) Btuh) Heat Cool Gross N/PIS Heat Cool Gross N/PIS Heat Cool 6 V 12C-Osw 4A5-2ov 0.091 0.340 e e 2,38 8.87 2.41 31.45 172 30 127 0 301 266 305 944 0 0 0 0 0 0 0 0 4A5-2ov 0.340 e 8.87 31.45 15 0 137 485 0 0 0 0 V 13A -4ocs 0,143 e 3.73 2.90 88 60 225 175 33 29 107 83 11 4A5-2ov 0.340 e 8.87 31.45 4 0 35 126 4 0 35 126 11 DO 0.390 e 10.18 12.27 24 24 244 294 0 0 0 0 W 12C-Osw 0.091 s 238 2.41 56 56 133 135 0 0 0 0 W 13A -4ocs 0,143 s 3.73 2.90 28 28 104 81 28 28 104 81 12C-0sw 0,091 w 2.38 2.41 172 119 284 287 0 0 0 0 4A5-2ov 0.340 w 8,87 31.45 15 0 129 459 0 0 0 0 4A5-2ov 0.340 w 8,87 311,45 30 0 266 W 0 0 0 0 4B5-2fv 0.310 w 8.09 32.48 8 0 65 260 0 0 0 0 1 3A -40cs 0.143 w 3.73 2.90 200 129 480 372 0 0 0 0 10D-v 4A5-2ov 0,340 0,340 w w 8.87 8.87 7.73 31.45 18 18 18 0 159 155 138 550 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8,87 31.45 36 0 319 1132 0 0 0 0 P 12C-Osw 0,091 2,38 1.51 344 344 817 518 116 116 276 175 C 161330ad 0M2 0.84 1.76 1116 1116 932 1962 11 11 9 18 F 19A-Obscp 0,295 2.89 2,04 11 11 31 22 0 0 0 0 F 19C-19cscp 0,049 0.44 0,31 254 254 112 79 0 0 0 0 F 22A-tprn 1.180 30.80 0.00 852 34 1047 0 32 7 200 0 6 c) AED excursion 13111 13 Envelope loss/gain 6243 105791 731 470 12 a) Infiltration 3436 1295 290 109 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 2720 10 Subtotal (lines 6 to 13) 1 9678 15515 1021 590 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 368 202 14 Subtotal 9678 15515 1389 792 15 Duct loads 1 20% 261% 1936 3986 20% 1 26% 278 203 Total room load 11614 19501 1667 995 Air required (cfm) 0 1000. 0 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Pk wrightroft- 2017-Jun-19 10:53:36 AC K Right-SuileS Universal 2017 17,0 23 RSU16877 Page 1 Deslktop\TEMP PRINT\Lot 268 Redwood RHG - N.rup Calc = MJ8 Building faces: N wrightsoft Right-JO Worksheet Job: Lot 268 Redwood RHG - N Entire House Date: 06-19-2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www OneStopCooling com License, CAG032444 1 Room name KIT FAM 2 Exposed wall 0 It 17,5 It 3 Room height 9.3 If heat/cool 9.3 It heat/cool 4 Room dimensions 1.0 x 293.5 It 1'0 x 347,8 It 5 Room area 293.5 ft2 347.8 [V Ty Construction U-value Or HTIVI Area (ft2) Load Area (w) Load number BtutVftl-'F) Bt /fl I or perimeter (ft) Bt h) I or perimeter (ft) Btuh) Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Cool 6 V 12C-Osw 0091 e 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0:340 e 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0,340 e 8,87 31.45 0 0 0 0 0 0 0 0 V 13A -4ocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 1 4A5-2ov 0,340 e 8.87 31.45 0 0 0 0 0 0 0 0G 11DO 0,390 e 10,18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 2,38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3,73 2.90 0 0 0 0 0 01 0 0 12C-Gsw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4135-2fv 0,310 w 8.09 32.48 0 0 0 0 0 0 0 0 Vh1 3A -4ocs 0,143 w 3,73 2.90 0 0 0 0 163 91 341 265 1 OD-v 0.340 w 8.87 7.73 0 0 0 0 18 18 159 138 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 18 0 155 550 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 36 0 319 1132 P 12C-Osw 0,091 2.38 1.51 65 65 155 98 0 0 0 0 C 1613-30ad 0.032 0,84 1.76 0 0 0 0 0 0 0 0 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscl) 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1,180 30.80 0.00 294 0 0 0 348 18 539 0 61 c) AED excursion 1 1221 1 992 Envelope loss/gain 155 24 1513 3078 12 a) Infiltration 0 0 781 294 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 1 1.55 111761 2294 3372 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 735 404 440 159 14 Subtotal 890 1581 2735 3531 15 Duct loads 200% 26% 178 406 201% 261% 547 907 Total room load 1068 1987 1 32821 4438 Air required (cfm) 1 01 102, 0 2281 Calculations approved by ACCA to meet all r2guirements of Manual J 8th Ed. vwrightsc),ft, 2017-Jun-19 10:53:36 Right-SuiteG) Universal 2017 17,0,23 RSU16877 Page 2 Deskl PRINT\Lot 268 Redwood RHG - N.rup Calc = MJ8 Building faces, N allrrr wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 268 Redwood RHG - IN Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling,com License: CAC032444 1 Room name STRI MBED 2 Exposed wall 4.0 it 17,5 it 3 Room height 9.3 it heat/cool 8,0 it heat/cool 4 Room dimensions 4.0 x 12,5 it 17.5 x 14,5 it 5 Room area 50,0 42 253.8 W Ty Construction U-value Or HTM Area if t2) Load Area (w) Load number Btuh/f[2.F) Btuhl'tt2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 0,091 e 238 2,41 0 0 0 0 0 0 0 0T12C-0sw 4A5-2ov 0.340 e 8,87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0340 e 8.87 31.45 0 0 0 0 0 0 0 0 V L---GD 13A -4ocs 0.143 e 3,73 2.90 0 0 0 0 0 0 0 0 1 4A5-2ov 0,340 e 8.87 31A5 0 0 0 0 0 0 0 0 11DO 0,390 e 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 S 238 2.41 0 0 0 0 0 0 0 0 IN 13A -4ocs 0143 s 3.73 2,90 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2,38 2.41 0 0 0 0 140 95 227 230 4A5-20V 0,340 w 8,87 31,45 0 0 0 0 15 0 129 459 4A5-2ov 0140 w 8,87 31.45 0 0 0 0 30 0 266 944 4B5-2fv 0.310 w 8,09 32.48 0 0 0 0 0 0 0 0 Vh1 3A-4ocs 0,143 w 3,73 2.90 37 37 139 108 0 0 0 0 10D-v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-0sw 0,091 238 1,51 0 0 0 0 0 0 0 0 C 16B30ad 0M2 0.84 1.76 0 0 0 0 254 254 212 446 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 9 9 25 18 F 19C-19cscP 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1180 30.80 OM 50 4 123 0 0 0 0 0 6 c) AED excursion 161 480 Envelope loss/gain 262 911 859 2576 12 a) Infiltration 178 67 672 253 1 b) Room ventilation 1 0 0 01 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 440 159 1531 3290 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 440 159 351 664 14 Subtotal 0 0 1882 3954 1151 Duct loads 2011 261% 0 0 2 09% 1 26% 376 1 1016 Total room load 0 0 1 22581 49721Airrequired (ctm) I 1 01 01 0 255 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Pk wrightsic),ft, 2017-Jun-19 10:53:36 55K Page 3ACRight-SuiteO Universal 2017 ITO 23 RSU16877 Desktop TEMP PRINT"Lot 268 Redwood RHG - N.rup Calc = MJ8 Building faces: N Aj I 9W wrightsoft Job: Lot 268Right-JO Worksheet Date: 06-19-2Redwood RHG - N 017 EntireHouseBy: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www OneStopCooling. corn License CAC032444 I Room name MWIC LAUN 2 Exposed wall 0 It 0 If 3 Room height 8,0 It heat/cool 8.0 It heaticool 4 Room dimensions 8.5 x 7.5 It 6.0 x 7.0 It 5 Room area 63,8 ft2 42,0 f12 Ty Construction U-value Or HTM Area (w) Load Area (W) Load number Btuhfftl-'F) Btuh/ft') or perimeter (It) st h) or perimeter (ft) Stuh) Heat cool Gross N/P/S Heat Cool Gross N/PIS Heat cool 6 L12C- Osw 0,091 e 2,38 2.41 0 0 0 0 0 0 0 0 G 4A5-20v L340 e 8.87 31:45 0 0 0 0 0 0 0 0 4A5- 20v 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 13A- 4ocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 1 D 4A5- 2ov 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 11DO 0.390 e 10.18 12.27 0 0 0 0 0 0 0 0 W 12c-osw 0M1 a 2,38 2.41 0 0 0 0 0 0 0 0 13A- 40cs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 12C- Osw 0.091 W 2.38 2.41 0 0 0 0 0 0 0 0 4AS- 2ov 0,340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5- 2ov 0,340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5- 2(v 0.310 W 809 32.48 0 0 0 0 0 0 0 0 1 3A-4ocs 0,143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D- v 0,340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5- 2ov 0,340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5- 2ov 0340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 238 1.51 0 0 0 0 0 0 0 0 c 16B -30ad 0.032 0.84 1.76 64 64 53 112 42 42 35 74 F 19A-Obscp 0,295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 OX)o 0 0 0 0 0 0 0 0 61 c) AED excursion 11 54 Envelope loss/gain 53 102 35 20 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 0 0 Appliances/ other 1 01 500 Subtotal ( lines 6 to 13) 53 102 35 520 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 41 32 156 14 Subtotal 67 143 67 676 15 Duct loads 1 201% 261% 13 37 201% 2 %1 13 1741 Total room load 801 1791 1 80 850 11Airrequired (cfm) 1 0 9 01 44 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A4- wrightsc),ft2017-Jun-19 10:53:36 Right-SuileO Universal 2017 17OM RSU16877 Af& Page4 Desktop\TEMP PRINT\Lot 268 Redwood RHG - N.rup Calc = MJ8 Building faces: N wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 268 Redwood RHG - IN Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court. Winter Park. FL 32792 Phone: (407) 629 - 6920 Fax. (407) 629 - 9307 Web www,OiieStopCooling.com License CAC032444 1 Room name MBTH MTOI 2 Exposed wall 0 It 0 If 3 Room height 8.0 It heat/cool 8,0 It heat/cool 4 5 Room dimensions Room area 1.0 x 105,5 If 105.5 ft' 3.5 x 6.0 It 21.0 142 Ty Construction U-value Or HTM Area Ott) Load Area (ft2) Load number Btuh/tt1-'F) Ett Itt2) or perimeter (II) Bt h) or perimeter (ft) Btuh) Heat Cool Gross N/PiS- Heat Cool Gross NiP/S Heat cool 6 12C-Osw 0.091 e 2.38 2,41 0 0 0 0 0 0 0 0 4A5-2ov 4A5-2ov 0.340 0.340 e e 8.87 8.87 31.45 31A5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vet 13A-flocs 0,143 e 3.73 2.90 0 0 0 0 0 0 0 0 1 4A5-2ov 0.340 e 8.87 31,45 0 0 0 0 0 0 0 0 11DO 0.390 e 10.18 12.27 0 0 0 0 0 0 0 0 W 120-0sw 0.091 S 2.38 2.41 0 0 0 0 0 0 0 0 W 13A -4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw 0MI W 2.38 Z41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 4BS-2(v 0,340 0.310 w w 8.87 8,09 31.45 32.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3A -4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 IOD-v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 238 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0,84 1.76 106 106 88 186 21 21 18 37 F 19A-Obsop 0.295 2,89 204 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 OM 0 0 0 0 0 0 0 0 61 c) A ED excursion 1 171 1 3 1 Envelope loss/gain 88 168 18 33 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 88 168 18 33 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 32 142 0 0 14 Subtotal 120 310 18 33 15 Duct loads 20% 261% 24 80 20% 261% 4 9 Total room load 144 389 21 42 Air required (cfm) 01 20 01 21 Calculations approved bj ACCA to meet all requirements of Manual J 8th Ed. vwrights4oft- Right-SuitUniversal 2017 17O.23 RSU16877 2017- Jun-19 10:53:36 AiRight- Suite . Page 5 Desklop\ TEMP PRINT\Lot 268 Redwood RHG - N.rup Calc = M,18 Building faces: N j . rft- wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 268 Redwood RHG - N Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneS(opCooling.com License: CAC032444 1 Room name BED3 2 Exposed wall 0 If 19.0 If 3 Room height 8.0 If heat/cool 8.0 ft heat/cool 4 Room dimensions 3.0 x 5.5 If 1.0 x 151.0 It 5 Room area 16.5 ft2 151.0 W, Ty Construction U-value Or HTM Area (w') Load Area (112) Load number Btuh/ftl-'F) Bt ft2) or perimeter (ft) Bt h) or perimeter (ft) Btuh) Heat C.1 Gross N/PIS Heat Cool Gross N/PIS Heat Cool 6 1 12C-Osw 0.091 e 2.38 2.41 0 0 0 0 96 66 157 159 4A5-2ov 0.340 e 8,87 31,45 0 0 0 0 30 0 266 944 4A5-2ov 0,340 e 8.87 31.45 0 0 0 0 0 0 0 0 T:fo 13A -4ocs 0,143 e 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5-2ov 0,340 e 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0.390 e 10.18 12,27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2,38 2.41 0 0 0 0 56 56 133 135 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw 0,091 w 2,38 Z41 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8,87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8,87 31.45 0 0 0 0 0 0 0 0 4B5-21v 0.310 w 8,09 32.48 0 0 0 0 0 0 0 0 1 3A-4ocs 0143 w 3.73 2.90 0 0 0 0 0 0 0 0 1OD-v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 p 12"5w 0,091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B -30ad 0.032 0.84 1.76 17 17 14 29 151 151 126 266 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csco 0,049 0.44 0,31 0 0 0 0 149 149 66 47 F 22A-tpm 1A80 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 31 136 Envelope loss/gain 14 26 748 1686 12 a) Infiltration 0 0 729 275 b) Room ventilation 0 0 0 0 13, Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 1 14 261 1477 2191 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 26 10 48 14 Subtotal 0 0 1487 2239 15 Duct loads 1 2011. 26% 0 0 209% 26% 2971 575 Total room load 0 0 1785 2814 1 Air required (cfm) I 1 01 of 01 144_ Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Adf-wrillghtsc:oft' 2017-Jun-19 10:53:36 Right-SuiteO Universal 2017 17.0.23 RSU16877 Page 6 Desktop\TEMP PRINT Lot 268 Redwood RHG - N.rup Calc - MJ8 Building faces: N wrightsoft, Right-JO Worksheet Job: Lot 268 Redwood RHG - N Entire House Date: 06-19-2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park. FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web, www CineStopCooling corn License, CAC032444 1 Room name BTH2 BED2 2 Exposed wall 0 It 9.5 It 3 Room height 0 It heat/coot 8.0 It heat/cool 4 Room dimensions 6.0 x 5,5 It 1.0 x 158.5 It 5 Room area 33.0 W 158,5 42 Ty Construction U-value Or HTM Area (Its} Load Area (fly) Load number Btuh/ftl-'F) Bt /ft2) or perimeter (it) Bt h) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-0sw 0.091 e 2,38 2,41 0 0 0 0 76 61 144 146 4A5-2ov 0,340 e 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0340 e 8.87 31.45 0 0 0 0 15 0 137 485 13A-4ocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 1 4A5-2ov 0,340 e 8.87 31.45 0 0 0 0 0 0 0 0 11DO 0390 e 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2,38 2.41 0 0 0 0 0 0 0 0 W 13A-flocs 0,143 s 3.73 2.90 0 0 0 0 0 0 0 0 V[ E 12C-Osw OMI w 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5-2tv 0,310 w 8.09 32.48 0 0 0 0 0 0 0 0 Vh1 3A-4ocs 0.143 w 3.73 2,90 0 0 0 0 0 0 0 0 IOD-v 0.340 w 8,87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 120-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0,032 0.84 1,76 33 33 28 58 159 159 132 279 IF 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0,44 0,31 33 33 15 10 26 26 12 8 F 22A-tpm 1.180 30,80 OM 0 0 0 0 0 0 0 0 6 c) AED excursion 6 49 Envelope loss/gain 42 62 425 966 12 a) Infiltration 0 0 365 137 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 01 0 Subtotal (lines 6 to 13) 42 621 789 1334 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 13 66 27 132 14 Subtotal 56 128 816 1466 15 Duct loads 201% 26% 11 33 20% 261% 163 377 Total room load 671 161 979 1843 Air required (cfm) I I 1 0 81 1 1 of 94, Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A;- Ad- ' inli, wrightsoft" 2017-Jun-19 10:53:36 Right-SuiteG Universal 2017 17,0,23 RSU16877 Page 7Al-- , ' Desktop\TEMP PRINT\Lot 268 Redwood RHG - N.rup Calc = MJ8 Building faces: N wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 268 Redwood RHG - N Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone, (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License. CAC032444 I Room name STR2 FOY 2 Exposed wall 4,0 It 6.0 It 3 Room height 8.0 It heat/cool 9.3 It heat/cool 4 Room dimensions 4.0 x 16.5 It 1.0 x 110.0 It 5 Room area 66,0 it' 110,0 112 Ty Construction U-value Or HTM Area (w) Load Area If t2) Load number Btuh/ftl-'F) Bt /ft2) or perimeter (ft) Bt h) or perimeter (ft) Btuh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 T_ 12C-0sw 0.0911 e 2,38 2,41 0 0 0 0 0 0 0 0 4A5-20v 0,340 e 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 e 8,87 31,45 0 0 0 0 0 0 0 0 1 13A,4ocs 0.143 e 3,73 2.90 0 0 0 0 56 32 119 92 1 4A5-2ov 0,340 e 8.87 31.45 0 0 0 0 0 0 0 0 11DO 0.390 e 10.18 12,27 0 0 0 0 24 24 244 294 W 12C-0sw 0M1 s 2.38 2411 0 0 0 0 0 0 0 0 W 13A-flocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw OM1 w 2,382,41 32 24 57 58 0 0 0 0 4A5-2ov 0,340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 87 31,45 0 0 0 0 0 0 0 0 465-2fv 0.310 w 8.09 32.48 8 0 65 260 0 0 0 0 1 3A-4ocs 0.143 w 3,73 2,90 0 0 0 0 0 0 0 0 IOD-v 0,340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8.87 31.45 0 0 0 0 0 0 0 0 F, 12C-Osw 0.091 2,38 1.51 0 0 0 0 121 121 287 182 G 16B-30ad 0.032 0,84 1.76 66 66 55 116 0 0 0 0 F 19A-Obscp 0295 2.89 2,04 2 2 6 4 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30,80 OM 0 0 0 0 110 6 185 0 61 c) AED excursion 961 63 Envelope loss/gain 183 534 835 506 12 a) Infiltration 154 58 268 101 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 1 Subtotal (lines 6 to 13) 336 5921 1103 607 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 336 592 1103 607 14 Subtotal 0 0 0 0 15 Duct loads 1 20% 2 6% 1 0 0 2011. 26% 0 0 Total room load 1 1 01 0 0 0 1 1 Aiil required (cm) 0 01 1 1 0 0r Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 44- wrs ightoft, 2017-Jun-1910:53:36 Right -Suite® Universal 2017 17,0,23 RSU 16877 Page 8 ADesklop TEMP PRINT,Lol 268 Redwood RHG - N,rup Calc = MJ8 Building faces: N rlr 1i I Jwrightsoft, Right -JCS Worksheet Date: 06-19-2ob: Lot268RedwoodRHG - N 017 EntireHouseBy: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park. FL 32792 Phone, (1407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License CAC032444 I Room name PNTY T012 2 Exposed wall 0 it 0 it 3 Room height 9.3 it heat/cool 8,0 it heat. /cool 4 Room dimensions 1,0 x 18.3 it 6.0 x 6.5 it 5 Room area 18,3 ft2 39,0 ft' Ty Construction U-value Or HTIVI Area (w) Load Area if t2) Load number Btuh/ft2-'F) Btuh/ft') or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 V 12C-Osw 0.091 e 2.38 2.41 0 0 0 0 0 0 0 0 4A5- 2ov 0.340 e 8.87 31,45 0 0 0 0 0 0 0 0 4A5- 2ov 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 13A- 4ocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 1 4A5-2ov 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 0 11DO 0.390 e 10.18 12.27 0 0 0 0 0 0 0 0 IN 12C-Osw = 0.091 S 238 2,41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 12C- Osw 0,091 w 2,38 2.41 0 0 0 0 0 0 0 0 4A5- 2ov 0.340 w 8.87 31,45 0 0 0 0 0 0 0 0 4A5- 2ov 0.340 w 8.87 3145 0 0 0 0 0 0 0 0 4B5- 2fv 0.310 w 8,09 32.48 0 0 0 0 0 0 0 0 1 3A -4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D- v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5- 2ov 0.340 w 8.87 31,45 0 0 0 0 0 0 0 0 4A5- 2ov 0.340 w 8.87 31,45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2,38 1k51 42 42 99 63 0 0 0 0 c 1613-30ad 0M2 0.84 1.76 0 0 0 0 39 39 33 69 F 19A-Obscp 0,295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19(.Scp 0.049 0.44 0.31 0 0 0 0 12 12 5 4 F 22A-tpm 1.180 30-80 0.00 18 0 0 0 0 0 0 0 6 c) A ED excursion 7 54 Envelope loss/gain 99 56 38 19 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13, Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 101 500 Subtotal ( lines 6 to 13) 99 66 38 519 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 16 78 14 Subtotal 99 66 54 597 15 Duct loads 201% 26% 20 17 201% 261% 11 1531 Total room load t::![ 1191 1131 65 750 Air required (cfm) 0 4 0 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r? q- vwrilightsQft, 2017-Jun-19 M53:36 14lit- Right-Suited?Universal 2017 17,0.23 RSU16877 eK . \Desktop\ TEMP PRINT\Lot 268 Redwood RHG - N.rup Cale = MJ8 Building faces: N Page 9 wrightsoft Right -JCS Worksheet Job: Lot 268 Redwood RHG - IN Entire House Date: 06-19-2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License, CAC032444 1 Room name 2 Exposed wall 0 It 3 Room height 8.0 it heat/cool 4 Room dimensions 1.0 x 155.3 It 5 Room area 155.3 ft2 Ty Construction U-value Or HTM Area (h2) Load Area Load number Btuh/ft2-'F) Bt /ft2) or perimeter (it) Bt h) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P11S Heat Cool16V12C-Osw 0.091 e 2.38 2,41 0 0 0 0 2ov4A5 0.340 e 8.87 31 <45 0 0 0 0 4A5-2ov 0.340 e 8.87 31,45 0 0 0 0 VL 13A-flocs 0.143 e 3.73 2,90 0 0 0 0 1 6 4A5-2ov 0,340 e 8,87 31,45 0 0 0 0 11DO 0.390 e 10,18 12,27 0 0 0 0D W 12C-Osw 0,091 S 2.38 2,41 0 0 0 0 W 13A -4ocs 0.143 s 3.73 2.90 0 0 0 0 12C-Osw 0.091 w 2.38 2.41 0 0 0 0 4A5-2ov 0.340 w 8.87 31,45 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 4B5-2fv 0.310 w 8.09 32.48 0 0 0 0 3A-40cs OA43 w 3.73 2.90 0 0 0 0 T5110D-v 0.340 w 8.87 7,73 0 0 0 0 4A5-2ov 0,340 w 8.87 31,45 0 0 0 0 G 4A5-2ov 0,340 w 8,87 31,45 0 0 0 0 P 12C-Osw, OMI 2.38 1.51 0 0 0 0 c 1613 -30ad 0.032 0.84 1,76 155 155 130 273 F 19A-Obsep 0.295 2.89 2.04 0 0 0 0 F 19C-19cscr) 0.049 0,44 0.31 33 33 15 10 F 22A-tpm 1,180 30.80 0.00 0 0 0 0 6 c) AED excursion 741 Envelope loss/gain 144 210 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains, Occupants @ 230 0 0 Appliances/other 500 Subtotal (lines 6 to 13) 144 710 Less external load 0 0 Less transfer 0 0 Redistribution 144 710 14 Subtotal 0 0 15 Duct loads 201% 261% 0 0 Total room load 01 0 Air required (cfm) I 1 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 414- vvrightsoft- 2017-Jun-19 10:53:36 Right -Suited Universal 2017 17.0.23 RSU16877 DesktopJEMP PRINT\Lot 268 Redwood RHG - N.rup Calc MJ8 Building faces: N Page 10 wrightsoft* Duct System Summary Job: Lot 268 Redwood RHG - IN Date: 06-19-2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling,com License CAC032444 For: Taylor Morrison Sanford, Fl 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 0.16 in H2O U4 in H2O 0.170 / 0.170 in H20 0.249 in/100ft 0 cfm Cooling aso in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0,170 in H2O 0,249 in/100ft 1000 cfm 137 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg, Eqv Ln (ft) Trunk BED2 c 1843 0 94 0.327 6.0 Ox 0 VlFx 9.0 95.0 stl BED3 c 2814 0 144 0,307 7.O Ox 0 VlFx 15,6 95.0 SO BTI-12 c 161 0 8 0.322 4.0 Ox 0 VlFx 10.5 95.0 stl FAM c 2219 0 114 0.268 6.0 Ox 0 VlFx 21.7 105.0 st2 FAM-A c 2219 0 114 0.249 6.0 Ox 0 VlFx 26.6 110,0 st2 KIT c 1987 0 102 0.301 6.0 Ox 0 VlFx 8.1 105.0 st2 LAUN c 850 0 44 0,305 4.0 Ox 0 VlFx 16.5 95.0 stl MBED c 2485 0 127 0.275 7.0 Ox 0 VlFx 23.5 100.0 st3 IVIBED-A c 2485 0 127 0.278 7.0 Ox 0 VlFx 22.2 100.0 st3 IVIBTH c 389 0 20 0.285 4.0 Ox 0 VlFx 19.1 100,10 st3 IVITCI c 42 0 2 0.272 4.0 Ox 0 VlFx 24.8 100.0 st3 MWIC c 179 0 9 0.299 4.0 Ox 0 VlFx 13.7 100.0 SO PINITY c 83 0 4 0.280 4.0 Ox 0 VlFx 16.2 105.0 st2 PWDR c 995 0 51 0253 4.0 Ox 0 VlFx 24.1 110,0 st2 T012 c 750 0 38 0.313 4.0 Ox 0 VlFx 13.6 95.0 stl I Supply Trunk Detail Table I Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st2 Peak AVF 0 385 0.249 705 10.0 0 x 0 VinlFlx SO Peak AVF 0 338 0.299 620 lao 0 x 0 VinlFlx st3 Peak AVF 0 277 0.272 627 9.0 0 x 0 VinlFlx Bold/italic values have been manually overridden 2017-Jun-19 10:53:37 wrightSiDift' Right,SuiteO Universal 2017 17.0.23 RSU16877 Page 1 0-im ..1Desktop\TEMP PRINT\Lot 268 Redwood RHG - N.rup Calc = MJ8 Building laces: N Return Branch Detail Table Name Grille Size (in) Htg cf M) Cig cfm) TEL fit) Design FIR Veloc f pm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb4 Ox 0 0 1000 0 0 0 0 Ox 0 VlFx 2017-Jun-19 10:53:37wrightsoft, Right-SuiteO Universal 2017 17,0,23 RSU 16877 Page 2 DesktopJEMP PRINT\Lot 268 Redwood RHG - N,rup Calc = MJ8 Building faces: N wrightsoft, Static Pressure and Friction Rate Job: Lot 268 Redwood RHG - N Date: 06-19-2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web www.OneStopGooling.com License. CAC032444 For: Taylor Morrison Sanford, Fl Available Static Pressure Heating Cooling in H2O} (in H2O} External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0,03 0.03 Filter 0.10 0,10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total Effective Length Supply Return ft) ft) Measured length of run -out 23 0 Measured length of trunk 4 0 Equivalent length of fittings 110 0 Total length 137 0 Total effective length 137 Friction Rate Heating Cooling in/100ft) in/100ft) Supply Ducts 0.249 > 0.18 0.249 > 0.18 Return Ducts 0.249 > 0.18 0.249 > 0,18 Fitting Equivalent Length Details Supply 4X=35, 11M=20, 111=10, 11G=5, 11G=5, 1A=35: TotalEL=110 Return TbtalEL=0 tl+ wrghtsoft2017-Jun-19 M53.37 Zk gueUniversal , , Page I p268 Redwood RHG - N.rup Calc = MJ8 Building faces: N Level 1 I I Aeaa ft3nAaN tali baerar ""'"' IbrI IAWAJ 013•.4 3DA9QTa i I ejJ .n31k'118Ni Q3'J" i T/QBAflOCt.la r (?NIaAA.iiS ' 33iw-".W'3w. 0-R`Sk Y f 3a€Tq*0 Ha4N1'i Q&gAQQ3N., A3RA 1 ab?11i I:AA HAtH 10x10.2W YJIMA9 10x10.2W e o.f3•- 114 Orn a 6 „ 3aasror$ 10x6 0 3 j'Ia . -. 102 ctm ± i SupRiser 39AD 10 n FBB 1 va vwe x 4°13 TIN 8x4 Q j a e 4 " 4stm E,1 av 9A ciRaira a -a r NOH TA s anxa "o aHe eev Hee Iarmor 71 Rs sans e.nW q rn.rueNiPgaxasRr 4" k l fl3YC9 _., ratrov Axaaarvoav i f NW' flf}i FK14'Ji 3 S0 c m 30AAA@ RAO t saxes aaaru) x a as I M• YflT413 '• o-W FiC)W9 aekr '.aia "c.e aa3 N30A gi TA``Ii a6ab er OSM o A" NQ A0.0 Ha OSOn ++ 1 3I EF1 = 50 CFM Fan p EF2 = 80 CFM Fan AC PADS BYGC MIN SIZE EF3 = 110 CFM Fan 40"X40" 36"SEPARATION ER-1 = 50 CFM Fan 16"OFFwALL ER-2 = 80 CFM Fan ER-3 = 110 CFM Fan 4" VC REFRIG LINE CHASE BYGC VTR = Vent to Roof VTW = Vent to Wall DV Dryer Vent RV = Range Vent Lineset Chase -- Condensate T = Thermostat 1 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box Job #: Lot 268 Redwood RHG - N One Stop Cooling and Heating Scale: 1 :74 Performed by XF/MC for: Paqa 1 TaHx Mwe. 7225 Sandscove Court ROISuOOLJ-exsai 2017 writer Pads. FL 32792 170.23 RSU16202 Sanlortf,R Phone .(407) 629- 6920 Fax:(407) 629-9307 2017-may io 13:51 io w 'Ones IopCoo Ingcan Level 2 I I f f I i f iii)ln'eW r } 89341WO 3TIU2 a a SRB 2 ro_v i oa 9A;}iw i.lAW 33NN S& R 1 7 ANAA 4HN99P{ N 81NIi (It _ r r :ItAR No F40OVIPB 14 x 1 rr 127 cfm 127 cfm e1 2D cfm {, . .. w 8x4 e " 12r F o I '14x14 i3NW0 GaA8x4HTA8 3ala vre3T 1 R000 A3wan 22Ahh 9M3T +W gB seueol me 44xcfiY4ROWLIA-1 as s. up Riser diaro a } n3wcv+a 8x4 9 cfm e i enN n9rsx3 = I "9- 24RA e r { 10„00cfm 11FT' A 4 1b 946aw3a 94cfm tOxB10x10 4H 9Wr1Na8[ea.Ta!!!! 8 . aB 8„ ufa• iGAl 1x2121 OO8SMOA3e7xA2 DID'1'8f10t10 aco -s e j 144 cfm P{, 10x8 azaaoa i fwoaaa eooea ao 3Mil C MOORG38 f EF1 = 50 Chan k EF2 = 80 CFM Fan I EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate T = Thermostat 1 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box Job #: Lot 268 Redwood RHG - N One Stop Cooling and Heating Scale. t .74 Performed by XFtMC for: Papa 2 Taytx Mx 7225 Sandscove Gouty RgMSuieO O-emM 2017 Wrier Pane, FL 32792 1-1.0.2d RSU16202 Samorc),R Phone: (407) 629 -6920 Fax.(407)629-9307 2017-MaY 1013i5112 W onestcPGoo Ing.con is Application No: Documented Construction Value: S PERMIT APPLICATION Job Address: IS L't Historic District: Yes 0 No E Parcel ID: 27-19-30-56(0-0000-'70 Residential [R Commercial El Type of Work: New El Addition Alteration El Repair R Demo El Change of UseEl Move El I --- Description of Work: UEW SIUGLE EAMILY IQWUH HQME UU1I - THORUEBBQOK eHASE 2 LOT NUMBER: 2LI11-12 Plan Review Contact Person: Daphne Clark Title: Phone: 4QZ-25Z-694Q Fax: Email:daphaeQe rM itsPerm its Permits. QQ Property Owner Information A Name TAYLOR MORRISON OF FLORIDA INC Phone. 407-629-0077 Street: 151 SOUTHHALL LANE# 200 Resident of property? NO City, State Zip: MAITLAND FL 32751 V71 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax. City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Arch itect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: U LA Mortgage Lender;_ Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAX RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application N OTWV: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be I'Mind in the public records of this county, and there may be additional permits required from other governmental entities such as water Management districts, state agencies, or federal agencies. Acceptance of'permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. file 0ty ot'Sanford requires payment of it 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. file actual construction VaILIC will be figured based on the current KV Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured oll'the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is iSSLICd. 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. 7 j"eIj Ze si-w- (o6l,_.ci/Agcnt TAYLOR MORRISON OF F RIDA INC hint Ownei /Agci it's Name k Ij FT Owner/Agent is sown to Me or ProdUCed1l) N/kr"(type of'If) 2'T aAUIC ol'Contractor/Agent 4"q. JOHN ASA WRIGHT, Prmt Contractor/ Sigm](Ulc o ta I V -s talc o I' I- I ol ld it Dat I't'Ry P0, D. A, WRK My COMMISSION # FF 209108 EXPIRES: Julie 27,2019 Contractor/Agent is YE - S - Personally Known to Me or Produced ID -NIA ---- Type of 11) BELOW IS FOR OFFICE USE ONLY r-11 Aectricalr-" Mechanical o- PILlinbingl:_" Gas[Roofl'[] Permits Required: Building [ igi X /' Construction Type: 14 C3 — Occupancy Use: Z, Flood Zone: Total Sq Ft of Bldg: 755'_ Min. Occupancy Load: t Z_ # of Stories:_2 New Construction: Electric - # of Amps t !-b plumbing - # of Fixtures—, t Fire Sprinkler Permit: YesF NoF gof'lleads 1.__.1________ Fire Alarm permit: Yes El No El I- APPROVAl-,S: ZONING: 4 WASTF WATFR: BUII-DING: 5F '?--/7 COMMENTS: Ok to construct townhome with setbacks and impervious area shown on plan. No additional impervious permitted beyond initial construction. noosed June 30, 20 1 5 Pcmm A I lI)l 1cat loll 00 40 0e IQlolo l nit C,3 0 14 th tuo th CIO to cn C> O Q Q o 7) 04 t 0 0 a iz 04 w a 4.4 C> D C> CD C) C) C zt C) It C) It C C kn C) kn C) C> 1.0 C) t-- C) 00 C> M V) IT 1 0 1877— City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@)permitspermitspermits.com Property Address: 342 Misty Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2670 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: 110-1 New structure Fj Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition E] Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: El floodplain floodway F--] A portion of the parcel is in the: floodplain El floodway A-1 The parcel is not in the: FE-IfloodplainE]floodway The structure is in the: Elfloodplain E]floodway The structure is not in the: F--1 floodplain F-1 floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-2284 Reviewed by: Michael Cash, CFM Date: August 8, 2017 11 Application for Right -of -Way Use for Driveway, Walkway & LandscapeP't-O R% \-OR ID, 1877 —_1 Department of Planning & Development Services www.sonfordfl.gov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. 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 size and location of the existing right—of-way and use shall be provided or application could be delayed. lu I Kww ~* below. 0 7 ol-/ - ( Gait before You dig (10111 1. Project Location/Address: 3 110k 4 or-e, L4- Other: 2. Proposed Activity: Driveway Walkway F 3, Schedule of Work: Start Date Completion Date El Emergency Repairs 4. Brief Description of Work: This application Is submitted by: Property Owner Signature: _ AL Print Name: Ay_e__ ffawa& &;Hts Date: 2, " —/-? Maintenance Responsibilities/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationIfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-d-way. If the Requestor does not continuously maintain the Improve- ment 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 Requestoes property to recover costs of restoration, To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its councipersons, agents, servants, or employees 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 attorneys 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 tight -of -way, I have read and understand the above statement and by signing this application I agree to Its terms. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: -2 - ?—& i ) This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 6401.24 hours In advance to schedule a pro -pour Inspection. Pre -pour Inspection by: Date: aepIumuer ZV IV ROW Use Ddyeway.pdf 10 El SCPA Parcel View: 27-19-30-506-0000-2670 http://parceldetaii.scpafl.org/ParcelDetailltifo,aspx?PID---2719305060... PEog2EW g2gord CAEO Parcel: 27-19-30-506-0000-2670 Owner: TAYLOR MORRISON OF FL INC Property Address: 342 MISTY GROVE LN SANFORD, FL 32771 Parcel Information Value Summary Parcel 27-19-30-506-0000-2670 2017 Working 2016 Certified Owner TAYLOR MORRISON OF FL INC Values Values Valuation Method Cost/Market Cost/Market Property Address 342 MISTY GROVE LN SANFORD, FL 32771 Number of Buildings 0 0 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Depreciated Bldg Value 0 Subdivision Name jhgRNBRPQKK PH&aU Depreciated EXFT Value 0 Tax District Sl-SANFORD Land Value (Market) $18,300 0 DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag 0 Exemptions $18,300 0 Portability Adj 0 22.32 22 22 ...... ...... .. . 22 22 23 Save Our Homes Adj $0 0 2 . 3 Amendment 1 Adj $%667 0 P& G Adj $0 0 N) C Assessed Value $8,633 0 CO $ 0.00 TaxAmountwithoutSOH: zuum- mount $0.00 i9v tm t r Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Seminole Count GIS Legal Description LOT 267 THORNBROOKE PHASE 5 PB 81 PGS 68 & 69 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $8,633 $0 $8,633 Schools $18, 300 $0 $18,300 City Sanford $ 8,633 $0 $8,633 SJWM(Saint Johns Water Management) $8,633 $0 $8,633 County Bonds $ 8,633 $0 $8,633 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Find Comparatift Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $ 18,300,00 Building Information Permits Permit # Description Agency Amount CO Date Permit Date 18,300 I of 2 7/24/17, 3:16 PM COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100005 BUILDING APPLICATION #: 17-10000574 BUILDING PERMIT NUMBER: 17-10000574 DATE: August 17, 2017 UNIT ADDRESS: MISTY GROVE LN 342 27-19-30-506-0000-2670 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: THORNBROOKE PH 5 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 342 MISTY GROVE LANE THORNBROOKE PH 5 LOT 267 TOWNHOME FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379,00 ROADS -COLLECTORS N/A Condominium* 00 000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD multifamily 2,450.00 1.000 dwl unit 2,450.00 PARK N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 STATEMENT RECEIVED BY: C____ SIGNATURE: < _/ PLEASE PRINT NAME) mm DATE: tFJ NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT s' 2-FINANCE 4-LAND MANAGEMENT 6' A 17) r 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 PENT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, V TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THt REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE, COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIR T STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 'OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Prepared By Kim Carter and Taylor Morrison Umneo Return To: 2600Lake Lucien Drive, Suite 25O Maitland, PL3275| NOTICE OF State m[Florida. County of Setninole. GRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8960 Ps 1454 (1Pss) CLERK' S 2017075934 RECORDED 07/27/2017 10:01:53 AM RECORDING FEES $10.00 RECORDED BY tsmith The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter ?|3. Florida Statutes, the following information is provided inthis Notice o[Commencement. Description ufproperty : LOT 41 Legal Description Tho according to the plat thereof, as recorded in P|aABookj/ Pogc!&[ the public records nfSuminoieCounty, Addresses [6rdH. 2. General description o[improvements Single Family Homn Owner information Mumo Taylor Morrison nfFlorida Inc. Address 2680 Lake Lucien Drive Suite 350, Y4uiUuud, FL 32751 Fee Simple Title BuNor: N.A. Contractor name and address : Nmne Taylor Morrison ofFlorida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N^A. 7. LcndacN./k. 8, Persons within the State of Florida designated by the Owner upon whorn notices or other documents may beserved aoprovides hy7|l|J(|)( a)7,Florida Statutes: N.A. o, In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 7118(|)(h)` Florida Statutes. N,A. 10. Expiration date ufnotice ofcoin munccmcut:One year from the date ufrecording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT |NYOUR PAYING TWICE FOR IMPROVEMENTS TOYOUR PROPERTY. ANOTICE OPCOMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, Date Signed Signature oyOwner's ACoo/gin Asa Wright Taylor Morrison offlorida Sworn Nand Subscribed before mcthis hyJohn Asa Wright whm to me. Notary Public DA/C|urk Mycommission expires: 6/27/19 ' -MY 0Fr2mw» Serial No. FF309l00 oY ry turo: + r)ypo- G Jun»z/'m'" mw"~^~= l»m m — A CITY OF SANFORD BUILDING & FIRE PREVENTION BAN 0 5 ZU13 PERMIT APPLICATION Application No: Documented Construction Value: $ 4877 Job Address: 342 Misty Grove Lane Historic District: Yes [I NoEl Parcel ID: (Thornbrook Lot 267) Residential to Commercial Type of Work: New [0 Addition El AlterationEl RepairEl DemoEl Change of Use El Move Description of Work: Install new 2.5 ton HVAC with duct work (4 exhaust 1 d!yer) Plan Review Contact Person: Adlyn Rodriguez Title. Permit Clerk Phone: 407-975-2762 Fax: Email: adlyn.rodriqu zP e onestopgqqling.com PropertyOwner Information Name Taylor Morrison of Florida Street: 2600 Lake Lucien Drive Suite 350 City, State Zip: Maitland, FL 32751 Name One Stop Cooling and Heating Street: 7225 Sandscove Count _ Phone: 407-629-0077 Resident of property? : Contractor Information Phone: 407- 975-2762 Fax: 407-629-9307 City, State Zip: Winter Park, FL 32792 State License No.: CAC 032444 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 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: 514 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 front 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 lorida 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 fore oiug information is accurate and that all work will be done in compliance with all applicable laws rel ti g c6ustructijpn and zoning. signature of0wner/Agent Print Owner/Agent's Naine Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID f 01/05/2018 of ontractor/Agent Date Kevin Stine Print Contractor/Agent's Name Signature KELLY WNSTER Notary Public - State of Florida Commission # FF 978034 My Comm. Expires Apt 4, 2020 Contractor/Ageil'F iit Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building F1 Electrical [:] Mechanical ] PlumbingF] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: YesF] NoR # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: GaSE] RoofFJ Flood Zone. of Stories: Plumbing - # of Fixtures Fire Alarm Permit: YesFJ NoEJ WASTE WATER: BUILDING: Revised: June 30, 2015 Pennit Application A CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: '7 Documented Construction Value: S ff)'"-QE2 ILA Job Address: 3tll/'UmA odo-Q )AA Historic Distri' t: Yes D No LN Parcel hki)(Jo krloi Residential Commercial F Type of Work: New1AdditionEl Alteration Repair DemoE] Change of tJseFl Move El 4 Descriptionof Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Street: t City, State Zip: Phone: Resident of property? : Contractor Information Name Phone: ( 770) 941-5421 x 2062 Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name Street City, St, zip: Bonding Company. Address: Fax: State License No,: CFC1426562 Arch itect/ Eng I neer Information Phone: Fax: E- mail: Mortgage Lender: Address: NVARNINGTO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COVIVIFINCEMENTMAN' RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON TIIEIJOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WIT14 YOUR 1,1,-,NDLR Oil AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMFNCEMENT 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 iS5L1anCC Of U permit and that all work will be performed to rriect standards of all laws regUlati ng construction in this jurisdiction I understand that a separate Permit inust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shalt be inscribed with the date of application and the code in effect its of that ditte: 5" Edition (2014) Florida Building Code Revised, .tone 30, 2015 Permit Application I N0`fICE In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found ill the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ot'permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City ot'Sanford requires payment of plan review fee at the time of permit submittal. A copy of the executed contract is required in order to catculate a plan review charge and will be considered the estimated construction value of the Job at the time ot'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, s1pature o(OwledAgent Dale signatureol,contractorz gent I'mit 0xviier/Agent's Name P"n' C" lZ OT Signature ol'Nolary-State of lorida Date EXPIRES GEORGIA JUNE 8, 2020 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known RIA Produced ID Type of ID Produced 11) ___ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical F Mechanical [] PlumbingE] Gas[:] Roof [I Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Ne,,Nr Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No R #of Heads APPROVALS, ZONING: ENGINEERING: COMMENTS, UTILITIES: FIRE Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: YesE] No WASTE WATER: BUILDIN& Revised June :in, 2011 Permit Applicatim ES Project No: 0110. 140UNIVERSALLIWorkorder No: 9338838100&0000-1 ENGINEERING SCIENCES Report Date: 11/13/2017 Consultants In: Geotechnical Engineering * Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection E9BuildingCodeAdministration, Compliance Inspection & Plan Review -A- -7 - 44 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423,3106 In - Place Density Test Re on Client: Taylor Morrison of Florida, Incorporated UES Technician: Albert Jacome 2600 Lake Lucien Drive Suite 350 Date Tested: 11 /08/2017 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: Residential House Pad, Lot 267 Material: Fill Reference Datum: 0 = Top of Footing The tests below meet the 95% minimum comnaction reauirement. Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1 557 Modified Proctor Maximum Optimum Field Dry Field Soil Pass Test Density Moisture Density Moisture Compaction or No. Location of Test Range Pcf) N Pcf) N Fail 1 South side (Footing) 0-1 ft 105A 11.8 101.6 7.3 96 Pass 2 W st side (Footing) 1-2 ft 105.4 11.8 104.6 0 99 Pass 3 Center of pad (TOF) 1-2 ft 1 105.4 1 11.8 1 105.3 1 11.1 1 100 Pass Remarks: ( TOF) 0 - Top of Fill 342 Misty Grove Lane To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 Lw3 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application N10: m — 1, Documented Construction Value: S Job Address: tj 2 Lk_' HistorieDistrict: 1 Yes 0 No Z Parcel TD: Residential [D_'CommercialEl Type of NVork: New 2_? Plan Review Contact Person: Phone: 07 Fax; N Email: Property Owner Information NameI Phone: Street: City, State Zip: Chancre of Use[] 1%love Title: Resident of propero,? Contractor Information Name-4mr-1 F: k>c_-k- I o_ Phone: Pl::Z:2 Street: V-JlkT) VVJU Fax: — City, State Zip: 1 -7 -7 State License No.: 1, -52/ Arch itect(Eng !nee r Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company Address: 1 ,\Tortgage 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 CO-NLMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST LNSPECTIONT. IF YOU INTEND TO OBTAIN FINANCVG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMNIENCENIENT. 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 Nvork xvill be performed to meet standards of all laws reg-elating 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: 5" Edition (2014) Florida Building Code Revised; June 30, 2015 Permit Application N_10TICE: 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 goveramental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the properry 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 subtiLittal. 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. ONVNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all ivork will be done in compliance with all applicable laws regulating construction Signature Of ONNI)er"A's=t Date simlawre of Orin-, oNix)e I r/Agent', Nacre Print Cwittor"As;kit, Name MM Signature of Notan'-Stat-, of Florida Date siqna'tur T Ov., ?" STEPHANIE: RALLOM11 Commission # FF 175017 Expires November 9, 2018 emtled Nu Troy r4in insummo 800,385-7019 Owner/Agent is Personally Known to Me or Contractor/Anent is ' Personally Known to Me or ProducedIDType of 11) Produced LD _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 7 Electrical [] MechamcalE] PluinblngE] Gas [] RoofE] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: MNew Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sp rinkter Permit: Yes D _NoF #4 of Heads Fire Alarm Permit: Yes F No APPRONI. kLS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: C011AMENTS: P e%'isel: Junto W 2015 Permit Application FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 267 Birch RHG - N Street: 74.X P4 S 4104 Builder Name: One Stop Cooling and Heating Permit Office: City, State, Zip: Sanford , FL , 501.-1r,_Aqr Permit Number: 7 2 2 8A110 4Owner: Taylor Morrison Jurisdiction: O'R'D Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (986,0 sqft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13,0 384.00 ft2 b. Frame - Wood, Adjacent R=1 1.0 312.67 ft2 1 Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 289,33 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1222.0 sqft,) Insulation Area a. Under Attic (Vented) R=30.0 1222.00 ft2 6. Conditioned floor area above grade (ft2) 1931 b. N/A R= ft2 Conditioned floor area below grade (W) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(180.3 sqft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 386.2 a. U-Factor: Dbl, U=0.34 176.28 ft2 SHGC: SHGC=0.32 b, U-Factor: DbI, U=0.31 4.00 ft2 12, Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.34 a. Central Unit 30.0 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 26A HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3,132 ft. Area Weighted Average SHGC: 0.320 14. Hot water systems 8. Floor Types (1931,0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 837.00 ft2 b. Conservation features EF: 0,900 b. Floor Over Other Space R=O.O 709.00 ft2 None c. other (see details) R= 385.00 ft2 15. Credits Pstat Glass/Floor Area: 0.093 Total Proposed Modified Loads: 43.05 PASSTotalBaselineLoads: 47.29 1 hereby certify that the plans and specifications covered by Review of the plans and IJAE S74, this calculation are in compliance with the Florida Energy specifications covered by this 01 J Code. Digitally signed by Bojan Boian PaukoviC Paukom calculation indicates compliance with the Florida Energy Code. PREPARED BY: Date: 2017,06.19 10:51:30 -04'00' Before construction is completed 1_7 DATE: this building will be inspected for 2E compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 6/19/2017 10:49 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 ISUET150=591MI. PROJECT Title: Lot 267 Birch RHG - N Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1931 Lot # 267 Owner: Taylor Morrison Total Stories: 2 Block/S ub Division: Thombrooke TH of Units: 1 Worst Case: No PlatBook: Builder Name; One Stop Cooling and Heatin Rotate Angle: 270 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford Family Type: Multi -family FL, 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, Orlando FL--ORLANDO—INTL—AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume Blockl 1931 16536.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1 st Floor 837 7784.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1094 8752 No 4 3 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet I Raised Floor 2nd Floor ---- ---- 122 112 0 0,29 0 0,71 2 Floor over Garage 2nd Floor ---- ---- 263 ft2 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1st Floor 31 ft 0 837 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 709 ft2 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor, Tested Tested Insul. deg) 1 Hip Composition shingles 1367 ft2 0 W Dark 0.6 N 0.6 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RIBS IRCC 1 Full attic Vented 300 1222 ft2 N N 6/19/2017 10:49 AM EnergyGaugeg USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING V# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Blown 1222 ft2 0.1 Wood WALLS VAdjacent Space Cavity Width Height Sheathing Framing Solar Below Ornt To Wall Type R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 S=>E Exterior Frame - Wood 2nd Floor 13 1 0 8 0 0 ft2 0 0.25 0.6 0 2 E=>N Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft-' 0 025 0.6 0 3 E=>N Exterior Concrete Block - Int Insul 1st Floor 4,1 9 6 9 4 88,7 W 0 0 0.6 0 4 N=>W Exterior Frame - Wood 2nd Floor 13 4 0 8 0 32.0 ft2 0 025 0.6 0 5 W=>S Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 025 0.6 0 6 W=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 21 6 9 4 200.7 W 0 0 0.6 0 7 SW Garage Frame - Wood 1 st Floor 11 33 6 9 4 312,7 ft2 0 0,25 0.6 0 DOORS V Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E=>N Insulated 1st Floor None .4 3 8 24 f12 2 -=>SW Wood 1st Floor None .46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered orientation (=>) changed to As Built (rotated 270 degrees). Wall Overhang V, Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E=>N 2 Vinyl Low-E Double Yes 0.34 0.32 45.0 ft2 1 ft0in 1 ft 0 in Drapes/blinds None 2 E=>N 3 Vinyl Low-E Double Yes 0.31 0,34 4,0 ft2 8 ft 0 in 2 ft 0 in Drapes/blinds None 3 W=>S 5 Vinyl Low-E Double Yes 0.34 032 15.0 ft2 1 ft 0 in 1 ftoin Drapes/blinds None 4 W=>S 5 Vinyl Low-E Double Yes 0.34 0.32 45,0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 5 W=>S 6 Vinyl Low-E Double Yes 0.34 0.32 17.8 ft' 6 It 0 in 2 ft 7 in Drapes/blinds None 6 W=>S 6 Vinyl Low-E Double Yes 0.34 0.32 17.5 ft2 6 It 0 in 2 ft 0 in Drapes/blinds None 7 W=>S 6 Vinyl Low-E Double Yes 0.34 0.32 36,0 112 6 ft 0 in 2 ft 0 in Drapes/blinds None GARAGE V# Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 263 ft2 263 ft2 64 It 9,3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000272 1378 75.65 142.27 2445 5 6/19/2017 10:49 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 26,4 kBtu/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr 900 cfm 0.75 1 Sys# 1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool 1 Attic 6 386.2 ft 2nd Floor 96.55 ft Prop. Leak Free 2nd Floor cfm 57.9 cfm 0.03 0.50 1 1 TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar Apr M y JulJun ASe Oct Nov Dec Heating H Jan FebApMar r May Jun JulAugXj Oct Nov Dec Venting Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov J Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/19/2017 10:49 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescrigtive Methods ADDRESS: Permit Number: Sanford , FL , I MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085. Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. El R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 0 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402A.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. 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. and 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. 0 R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. 0 R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0,5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/1,S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer, Exception: Site -built windows, skylights and doors, 0 R402.4.4 Recessed lighting, Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2,0 cfm (0,944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering, 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1 Post -construction test: Total leakage shall be less than or equal to 4 cfm (1113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test, 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9,29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g, (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9,29 m2) of conditioned floor area, Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope, 2. Duct testing is not mandatory for buildings complying by Section R405 of this code, 6/19/2017 10:49 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Corn Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums, R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 1C) or below 55°F (1 31C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use, R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank, R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60'C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2. 1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal: and 2. Be installed at an orientation within 45 degrees of true south, R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 0 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment, 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302. 1, This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/19/2017 10:49 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity, (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6. 1,1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403,6. 1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1 . 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas, 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-1 5. The energy requirements for portable spas shall be in accordance with ANSI/APSP- 14. 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters, Heat pump pool heaters shall have a minimum GOP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. 0 R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation, 0 R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season, FIR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps, Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. 0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6, 0 R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R- 19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 6/19/2017 10:49 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Corn Page 3 of 3 FDRMR406-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* =91 The lower the EnergyperfonnanoeIndex, the more efficient the home. 1 . New construction mexisting u, Single family mmultiple family o. Number ofunits, i/multiple family Number of Boomnmn u| sthis aworst case? o. Conditioned floor area (ft2) r. wmuvwm~ Description o. u'pamn : Dm, u~o y^ aHsC: SHGC=u. au u. U-Factor: nW.U=n.o/ SnGC: 3HsC~0. 3* c. u-Factor: mm SHGu u, U- Factor: wm m*GO: Area Weighted Average Overhang Depth Area Weighted Average SH8C: o.Floor Types a. S|au' on'GraueEdge Insulation u.Floor Over Other Space c, other (see details) New (From Plans) 9. Wall Types Insulation Are Multi -family a Frame' wuou s, teou' n~130 38400n" u.Frame ' Wood, Adjacent n~11» 312 e7n2 cConcrete Block Int Insul, Emanv n~4,1 uoeoon" o u.wm R. n" u CemngTypes Insulation Aream« a. Under Attic (Vented) R=30.0 1222.00o" 1931 oN/x n~ p Area oN/A R~ n° 176. 28ft2 ovuu n np a, Sup: Attic, my: 2nuFloor, pm: 2nd Floor x 386.2 mmft2 1u.Cooling systems xewm, Efficiency IM o.1me«. oozo mmlahu" Area R~ nn 837. 00u2 R~oo 709o0112 R. 00000rr 13.* natin systems a. Electric Heat Pump 14.Hot water systems a. Electric b. Conservation features None 1s,nmmxs 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, enew EPLDisplay Card will be completed based oninstalled Code compliant features. Builder Signature: Date: ^7- -~°7 Address d New Home: 3; ' u mt— Chy/ FL2]p: Sq ^ ' kBtu/h, Efficiency oo.* nSpF:9.00 Cap: 50 gallons Note: This isnot aBuilding Energy Rating. Kyour Index isbelow 7O.your home may qualify for energy efficient mortgage (EEK4)incentives ifyou obtain aFlorida Ene»gyGaugeRating. Contact the EnergyGauOeHotline 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 Label required bySection R3O3.1.3ofthe Florida Building Code, Energy Conservation, ifnot DEFAULT. 6n9/201710w9mm energysavgoDU3« Flaneocow - Section n*on.1Compliant Software Page 1m/ FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 267 Birch RHG - N Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier, Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking, The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6119/2017 10:49 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft, Project Summary Entire House One Stop Cooling and Heating Job: Lot267 Birch n*o'm Date: 06-16-207 By: XF/MC/BP r22saanuscvveCourt, Winter Park. pLx27o Phone: (407)629 o92oFax: wonms 9307 Web: www.OneStopCooling.com License: CAC032444 Proiect Information For: Taylor Morrison Sanford, FL Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 88 ,F nuidodb 74 OF Oeuign|D 26 OF Design TD 18 OF Daily kX Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 10256 Btuh Structure 14999 8tuh Ducts 1918 Btuh Ducts 3986 Btuh Central vent ( Ocfm) 0 Btuh Central vent (0nfm) O Btuh none) none ) Humidification O Btuh Blower 0 Btuh pmmQ 0 Btuh Equipment load 12174 Btuh Use manufacturer's data n Rate/swing mu/ , Equipmemaannib|eload mx Infiltration 18443 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction qualityAverageFireplacesO Structure 3155 Btuh Ducts 778 Btuh Central vent ( Ocfm) O Btuh Heating Cmo| hlg none A (h2 1 2 1 Equipment latent load 3932 Btuh Volume 10457 18457 A|rukengoa/ hou, 0.50 0.26 Equipment Total Load (Senn+Lo*) 22375 Btuh Equiv.AVF ( ufm) 137 71 Req. total capacity sgO.75SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model '230- 19 Cond AHR|ref 7044384 Coil CBX27UH-030'238^++TDR AHR| ref 7044384 Efficiency SHSPF Efficiency 13.0 EER, 15SEER Heating input Sensible cooling 25UO Btuh Heating output 28400 Btuh D47°F Latent cooling 7500 Btuh Temperature rise 0 OF Total cooling 80000 Btuh Actual air flow O ofm Actual air flow 1000 ofm Air flow factor 0 ofm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0.50 in H20 Static pressure O 50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point 21 OF Input =UkW, Output =OBtuh, 100AFUE u^mxmxvvalues have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed emr"m`o^re n m*"w o"° ewoumr,roeonao,omr p o, j a 9w wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 267 Birch RHG - N Date: 06-16-2017 By: XF/MCIBP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web, www.OneS(opCooling.com License. CAC032444 1 Room name Entire House PWDR 2 Exposed wall 79.0 It 0 It 3 Room height 8.5 It d 9.3 h heat/cool 4 Room dimensions 4.0 x 7.0 ft 5 Room area 1931.8 IL2 28.0 W Ty Construction U-value Or HTM Area (w) Load Area (I t2) Load number Btuh/ftl-'F) Btu /ft2) I or perimeter (ft) Bt h) or perimeter Ill) Btuh) Heat cool I Gross N/P/S Heat cool Gross N/P/S Heat cool 6 W 12C-Osw 0.091 n 238 2.41 32 32 76 77 0 0 0 0 yJ 12C-0sw 0.091 e 2.38 2.41 172 127 302 306 0 0 0 0 4A5-2ov 0.340 e 8.87 31,45 45 0 399 1415 0 0 0 0 T:: 13A-4ocs 0A43 e 3.73 2.90 88 63 236 183 0 0 0 0 1 4B5-2fv 0,340 e 8.871187 04 4 4 35 44 0 0 0 0 1100 0.390 e 10.18 12.27 21 21 214 258 0 0 0 0 IN 12C-Osw 0.091 0,091 a w 2.38 Z38 2.41 2.41 8 172 8 112 19 266 19 270 0 0 0 0 0 0 0 0ti12C- Osw 4A5-2ov 4A5-2ov 0.340 0.340 w w 8.87 8.87 31.45 31.45 15 45 0 0 133 399 472 1415 0 0 0 0 0 0 0 0 1 3A-40cs 0,143 w 3.73 2.90 200 129 480 372 0 0 0 0 10D-v 0,340 w 8.87 16,94 18 6 159 303 0 0 0 0 4A5-2ov 0.340 w 8.87 21.31 18 9 155 373 0 0 0 0 P 4A5-2ov 12C-0sw 0.340 0.091 w 8.87 2.38 21.31 1.51 36 312 18 312 319 740 767 469 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 1160 1160 969 2040 0 0 0 0 F 19A-Obsep 0295 2.89 2.04 124 124 359 253 0 0 0 0 F 19C-19cscp 0.049 0.44 0,31 264 264 117 83 0 0 0 0 F 22A-lpm 1.180 30.80 0.00 772 31 955 0 28 0 0 0 61 c) AED excursion 1811 1 Envelope loss/gain 6333 10931 0 1 12 a) Infiltration 3922 1438 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 1 0 Applianceslother 1710 10 I Subtotal (lines 6 to 13) 10256 14999 0 9 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 1220 590 14 Subtotal 10256 14999 1220 599 15 Duct loads 19% 26% 1918 3936 19%. 261% 228 157 Total room load 12174 18935 1448 756 Air required (cfm) I I 1 0 1000 0 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlqhtsoft` 2017-Jun-19 10:47:24A- A C Right -Suited Universal 2017 17,0,23 RSU16877 Page 1 an\Desktop\TEMP PRINT\Lot 267 Birch RHG - N,rup Calc = MJ8 Building faces: N wrightsoft, Right-JIS Worksheet Entire House One Stop Cooling and Heating Job: Lot 267 Birch RHG - IN Date: 06-16-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name KIT FAM 2 Exposed wall 0 It 21.5 If 3 Room height 9.3 It heat/cool 9.3 It heat' !cool 4 Room dimensions 1.0 x 239.3 If 21.5 x 17.5 If 5 Room area 239,3 W 376.3 ft2 Ty Construction U-value Or HTIVI Area (w) Load Area (w) Load number Btuh/W-°F) Bt /ft2) I or perimeter (ft) Bt h) or perimeter (ft) Btuh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0,091 n 2,38 2,41 0 0 0 0 0 0 0 0 t--G 12C-Osw 0,091 a 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 e 8.87 31,45 0 0 0 0 0 0 0 0 13A,4ocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0T:fD 4B5-2fv 0.340 e 8.87 11.04 0 0 0 0 0 0 0 0 11D0 0.390 e 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 0,091 s 2.38 2.41 0 0 0 0 0 0 0 0 12C-Osw OMI w 2.38 2,41 0 0 0 0 0 0 0 0 4AS-2ov 0.340 w 8.87 31,45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 1 3A-4ocs 0.143 w 3.73 2.90 0 0 0 0 200 129 480 372 10D-v 0.340 w 8.87 16,94 0 0 0 0 18 6 159 303 4A5-2ov 0.340 w 8,87 21.31 0 0 0 0 18 9 155 373 4A5-2ov 0,340 w 8.87 21.31 0 0 0 0 36 18 319 767 p 12C-Osw OMI 2.38 1.51 130 130 309 196 0 0 0 0 C 16B-30ad 0,032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-Obsep 0295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0,44 0.31 0 0 0 0 0 0 0 0 F 22A-Ipm 1,180 30.80 0,00 239 0 0 0 376 22 662 0 61 c) AED excursion 1251 1 1290 1 Envelope loss/gain 309 71 1775 3105 121 a) Infiltration 0 0 1167 428 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 1 309 12711 2942 3533 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 504 273 0 0 14 Subtotal 814 1544 2942 3533 15 Duct loads 190/0 26% 152 405 19% 261% 550 927 Total room load 966 1949 3492 44130 Air re%jired (ctm) of 1031 01 2361 Calculations apgroved by ACCA to meet all r2quirements of Manual J 8th Ed. 4 - rk wrightsoft, 2017-Jun-1 9 10 4T24 Right -Suited Universal 2017 17 0,23 RSU168776ek Page 2 an\DesktoptTEMP PRINT1Lof 267 Birch RHG - N.rup Cale = MJ8 Building faces N fij I Job: Lot 267 Birch RHG - N9wwrightsoft, Right-JS Worksheet Date: 06-16-2017EntireHouse By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, winter Park. FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web www,OneStopCooling com License CAC032444 1 Room name STRl MBED 2 Exposed wall 4.0 It 26.5 It 3 Room height 9.3 It heat/cool 8.0 it heal/cool 4 Room dimensions 4.0 x 12.5 ft 1.0 x 331.5 It 5 Room area 50,0 W 331.5 It' Ty Construction U-value Or HTIVI Area If(?) Load Area (ttR) Load number Btuhfttl-'F) Bt /ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross NIP/S Heat cool Gross N/PfS Heat Cool 6 W 12"sw 0.091 n 2.38 2.41 0 0 0 0 32 32 76 77 t--G 12C-Osw 0,091 e 2.38 2.41 0 0 0 0 172 127 302 306 4A5-2ov 0,340 e 8.87 31.45 0 0 0 0 45 0 399 1415 TJD 13A-4ocs 0.143 e 3.73 2,90 37 33 124 96 0 0 0 0 1 4B5-2fv 0.340 e 8.87 11,04 4 4 35 44 0 0 0 0 11D0 0.390 is 10,18 12,27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 8 8 19 19 12C-Osw OM1 w 2.38 2,41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov O.340 w 8,87 31.45 0 0 0 0 0 0 0 0 1 3A-4ocs 0,143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D-v 0.340 w 8.87 16.94 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8,87 21.31 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0M2 0.84 1.76 0 0 0 0 332 332 277 583 F I 9A-Obscp 0.295 2.89 2.04 0 0 0 0 122 122 354 249 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 152 152 67 48 F 22A-tprn 1.180 30,80 OM 50 4 123 0 0 0 0 0 61 c) A ED excursion 20 173 Envelope loss/gain 283 121 1494 2870 12 a) Infiltration 217 80 1237 453 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 2 460 Appliances/other 1 01 1 0 Subtotal (lines 6 to 13) 500 200 2731 3783 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 500 200 65 118 14 Subtotal 0 0 2796 3901 1 Duct loads 1 190% 261% 0 0 191% 261% 523 11024 Total room load 0 01 3319 4925 Air required (cfm) 01 0 0 260 Calculations approved by ACCA to meet all r2quirements of Manual J 8th Ed. A4;- -Pk wrlightscft- 2017-Jun-19 10,47:24 AC'eP. Right-SuiteS Universal 2017 17 023 RSU16877 Page 3 an\Desktop\TEMP PRINT1ot 267 Birch RHG - N,rup Calc = MJ8 Building faces, N wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 267 Birch RHG - N Date: 06-16-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www CineStopCooling corn License: CAC032444 I Room name MWIC LAUN 2 Exposed wall 0 It 0 it 3 Room height 8.0 it heat/cool 8,0 It heat/cool 4 Room dimensions 7.5 x 8.0 If 6.5 x 6,0 It 5 Room area 60,0 1 t 2 39.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area ((t-') Load number Btuh/ttl-'F) Stu /ft') I or perimeter (it) B III h) or perimeter (14) Btuh) Heat Cool Gross NIP/S_ Heat cool Gross N/P/S Heat cool 6 W 12C-0sw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 t-"- 12C -0sw 0,091 e 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0340 e 8.87 31.45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 e 3,73 2.90 0 0 0 0 0 0 0 0 1 T 4B5-2fv 0,340 e 8.87 11.04 0 0 0 0 0 0 0 0 E, 11DO 0,390 e 10.18 12.27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 S 2.38 2.41 0 0 0 0 0 0 0 0 Osw 0.091 w 2.382.41 0 0 0 0 0 0 0 0 L12CG4A520V 0,340 w 8,87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8.87 311.45 0 0 0 0 0 0 0 0 1 3A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D-v 0.340 w 8.87 16.94 0 0 0 0 0 0 0 0 4A5-2ov 0340 w 8.87 21.31 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 P 12C-Osw 0.W1 2.38 1.51 0 0 0 0 0 0 0 0 c 16B-30ad 0M2 0.84 1.76 60 60 50 106 39 39 33 69 F 19A-Obsep 0,295 2.89 2.04 0 0 0 0 0 0 0 0 F 19c- 1 9cscp 0,049 0.44 0.31 60 60 27 19 0 0 0 0 F 22A-tpm 1,180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 11 51 Envelope lossigain 77 113 33 18 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains, Occupants @ 230 0 0 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13) 77 113 33 518 Less external load 0 0; 0 0 Less transfer 0 0; i 0 0 Redistribution 23 43 31 59 14 Subtotal 99 157 63 576 15 Duct loads 19% 261/6 19 41 19-/.1 26% 12 151 Total room load 118, 198 1 75 727 Air required (cfm) 0 10 0 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsciift- 2017-Jun-19 10 47:24 48& Right-SuiteG Universal 2017 ITOM RSU16877 Page 4 n\ Cies1ktopJEMP PRINT,,Lot 267 Birch RHG - N.rup Calc = MJ8 Building faces: N wrilghtsoft Right-JO Worksheet Job: Lot 267 Birch RHG - N Entire House Date: 06-16-2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court. Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name MBTH IVITOI 2 Exposed wall 0 it 0 If 3 Room height 8,0 It heat/cool 8.0 It heat/cool 4 Room dimensions 6.5 x 15.0 it 3,5 x 7.0 It 5 Room area 97.5 ft2 24.5 W Ty Construction U-value Or HTIVI Area (w) Load Area (f12) Load number Btuh/ftl-'F) Bt /W) I or perimeter (11) Bt h) or perimeter (tt) Btuh) Heat Cool Gross N/P/S Heat cool Gross N/PIS Heat Cool 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 e 8,87 31.45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 e 3,73 2.90 0 0 0 0 0 0 0 0 1 4B5-21v 0.340 e 8.87 11.04 0 0 0 0 0 0 0 0 11 DO 0.390 e 10.18 12,27 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 12C-0sw 0,091 w 2,38 2.41 0 0 0 0 0 0 0 0 4A54ov 4AS-2ov 0.340 0.340 w w 8,87 8.87 31.45 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D-V 0.340 w 8.87 16.94 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8.87 21.31 0 0 0 0 0 0 0 0 P 4A5-2ov 12C-Osw 0.340 0M11 w 8.87 2,38 21.31 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1613-30ad 0,032 0.84 1.76 98 98 81 171 25 25 20 43 F 19A-Obscp 0,295 2,89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0,049 0.44 0,31 52 52 23 16 0 0 0 0 F 22A-tpm 1.180 30.80 0,00 0 0 0 0 0 0 0 0 6 c) AED excursion 171 4 Envelope loss/gain 104 171 20 39 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13, Internal gains: Occupants @ 230 0 0 0 0 Appliancesiother 0 0 Subtotal (lines 6 to 13) 1 104 1711 20 39 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 16 30 14 Subtotal 104 171 36 70 15 Duct loads 1 1 26% 20 45 19% 1 261% 7 18 Total room load 124 216 43 88 Air required (cfm) 0, 11 0 5 Calculations Mroved by ACCA to meet all requirements of Manual J 8th Ed. 44- -ria- vwrilights4oft, Right -Suited Universal 2017 1T023 RSU16877 2017-Jun-1 9 10:47 24 AM Page 5 an"Desktop\TEMP PRINT\Lot 267 Birch RHG - N,rup Calc = MJ8 Building faces: N 1.1 1 9w wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 267 Birch RHG - N Date: 06-16-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629 - 6920 Fax. (407) 629 - 9307 Web: www OneStopCooling.com License. CAC032444 1 Room name BED3 2 Exposed wall 0 If 10.5 It 3 Room height 0 It heat/cool 0 It heat/cool 4 5 Room dimensions Room area 3,5 x 3.5 it 12.3 ft2 1,0 x 162.5 It 162,5 ft2 Ty Construction U-value Or HTM Area (I t2) Load Area (w) Load number Btuh/ft2-,F) Btuh ft2) or perimeter (fl) Bt h) or perimeter (ft) Btuh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 1120-0sw 0,091 n 2.38 2.41 0 0 0 0 0 0 0 0 t---G 12C-Osw 0.091 e 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0,340 e 8,87 31.45 0 0 0 0 0 0 0 0 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0t13A-4ocs 4135-2[v 0.340 e 8.87 11,04 0 0 0 0 0 0 0 0 11DO 0.390 e 10A8 12.27 0 0 0 0 0 0 0 0D W 12"sw 0.091 s 2.38 2.41 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.38 2.41 0 0 0 0 84 54 128 130 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8.87 31.45 0 0 0 0 30 0 266 944 1 3A-4ocs 10D-v 0.143 0.340 w w 3.73 8,87 2.90 16.94 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8,87 21.31 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 12 12 10 22 163 163 136 286 F 19A-Obscp 0.295 2,89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0,44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) A ED excursion 21 1 345 Envelope loss/gain 10 20 530 1704 12 a) Infiltration 0 0 490 180 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 10 20 1020 2114 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 10 20 18 35 14 Subtotal 0 0 1038 2148 15 Duct loads 1 191% 26% 0 0 190/0 261/6 194, 564 Total room load 01 0 1233 2712 Air required (cfm) 0 01 01 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. At&-Fk wrilghts4ovft- Right -Suited Universal 2017 123 RSU16877 2017-Jun-19 10.47:24 T0,Page 6 an\Desktop\TEMP PRINT\Lot 267 Birch RHG - N.rup Calc = MJ8 Building faces: N fid I 9w wrightsok, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 267 Birch RHG - N Date: 06-16-2017 By: XFIMC/BP 7225 Sandscove Court. Winter Park. FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: www.OneS[opCooling.com License: CAC032444 I Room name BTH2 BED2 2 Exposed wall 0 It 11'0 it 3 Room height 8.0 It heat. icool 8.0 It heat/cool 4 Room dimensions 11.0 x 5.5 It 11.0 x 16.5 It 5 Room area 60.5 ft2 181.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (W) Load number Btuh/ttl-'F) Bt 'tt2) I or perimeter (ft) Bt h) or perimeter (ft) Btuh) Heat Cool I Gross N/PIS Heat Cool Gross N/P/S Heat cool 6 W 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 VjJ 12C-Osw 0M1 e 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0,340 e 8.87 31,45 0 0 0 0 0 0 0 0 T::fD 13A-4ocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 1 4B5-2fv 0,340 e 8.87 11.04 0 0 0 0 0 0 0 0 11D0 0.390 e 10.18 12.27 0 0 0 0 0 0 0 0 IN 12C-Osw 0,091 s 2.38 2.41 0 0 0 0 0 0 0 0 12C-Osw 0.091 W 2,38 2.41 0 0 0 0 88 58 138 140 4A5-2ov 0.340 w 8.87 31,45 0 0 0 0 15 0 133 472 G 4A5-2ov 0,340 w 8.87 31,45 0 0 0 0 15 0 133 472 1 3A -4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D-v 0.340 w 8.87 16.94 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8.87 21.31 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 P 12C-flaw 0,091 2.38 1,51 0 0 0 0 0 0 0 0 C 16B-30ad 0,032 0.84 1.76 61 61 51 106 182 182 152 319 F 19A-Obscp 0.295 2,89 2.04 0 0 0 0 0 0 0 0 F 19c-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tprn 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 101 340 Envelope loss/gain 51 97 556 1742 12 a) Infiltration 0 0 513 188 b) Room ventilation 0 0 0 0 13, Internal gains, Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 1 51 971 1069 2161 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 15 28 8 15 14 Subtotal 65 125 1077 2176 15 Duct loads 1 196 261% 12 33 199/61 26% 2011 571 Total room load 1 77 158 1 12781 2747 1 Air required (cfm) 01 8, 0 145 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, vvrightsil3ft- 2017-Jun-19 10:47 24 Right-SuiteO Universal 2017 17,0.23 RSU16877 Page 7 an\Desktop\TEMP PRINT\Lot 267 Birch RHG - N.rup Calc = MJ8 Budding faces: N wrightsoft Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 267 Birch RHG - N Date: 06-16-2017 By: XF/MC/BP 7225 Sandscove Court. Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name STR2 FOY 2 Exposed wall 0 Q 5.5 it 3 Room height 8.0 it heat/cool 9.3 It heat/cool 4 Room dimensions 4.0 x 15,5 It 1.0 x 78.3 it 5 Room area 62,0 112 78.3 W Ty Construction U-value Or HTM Area (112) Load Area (ft2) Load number Stuh/ftl-'F) Bt w) I or perimeter (ft) Bt h) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIPS Heat cool 6 W 12C-0sw 0.091 n 2.38 2.41 0 0 0 0 0 0 0 0 t--G 12C-Osw 0,091 e 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0,340 e 8,87 31 A5 0 0 0 0 0 0 0 0 T:fD 13A-flocs 0.143 e 3.73 2,90 0 0 0 0 51 30 113 87 11 4135-21v 0,340 e 8.87 11,04 0 0 0 0 0 0 0 0 11D0 0.390 e 10.18 12.27 0 0 0 0 21 21 214 258 W 120-Osw 0,091 S 2.38 2.41 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8,87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 1 3A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D-v 0.340 w 8.87 16.94 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8,87 21.31 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 21.31 0 0 0 0 0 0 0 0 P 12C-0sw 0,091 2.38 1.51 0 0 0 0 181 181 431 273 C 166 -30ad 0.032 0.84 1.76 62 62 52 109 0 0 0 0 F 19A-0bscp 0,295 2.89 2,04 2 2 6 4 0 0 0 0 F 19C-19cscp 0.049 0A4 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1,180 30.80 OM 0 0 0 0 78 6 169 0 6 c) AED excursion 101 1 65 Envelope loss/gain 58 103 926 553 12 a) Infiltration 0 0 298 109 b) Room ventilation 0 0 0 0 13 Internal gains, Occupants @ 230 0 0 0 0 Applianceslother 0 0 Subtotal (lines 6 to 13) 58 1031 1225 662 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 58 103 1225 662 14 Subtotal 0 0 0 0 15 Duct loads 1 19% 26% 0 0 191% 26% 01 0 Total room load 1 0 0 0 1 0 Air required (cfm) 1 1 0 1 01 1 1 0 0 Calculations approved U ACCA to meet all r2quirements of Manual J 8th Ed. ACCA.- -rk wrightscioft- Right-SuiteO Universal 2017 17 0 23 RSU16877 2017-Jun-19 10:47:24 an\Desktop\TEMP PRINT\Lot 267 Birch RHG - N.rup Calc - MJ8 Building faces: N Page 8 wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 267 Birch RHG - IN Data: 06-16-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling,com License CAC032444 1 Room name 2 Exposed wall 0 It 3 Room height 8.0 It heat/cool 4 Room dimensions 1.0 x 128,8 It 5 Room area 128.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number BtulVf tP-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter Heat I Cool Gross N/P,,S Heat Cool Gross N/P/S Heat Cool16W12C-Osw 0.091 n 2.38 2.41 0 0 0 0 12C-Osw 0.091 e 238 2,41 0 0 0 0 4A5-2ov 0,340 e 8,87 31,45 0 0 0 0 13A-flocs 0,143 e 3,73 2.90 0 0 0 0 11 4B5-2fv 0,340 e 8.87 11.04 0 0 0 0 0 11DO 0.390 e 10,18 12.27 0 0 0 0 W 12C-Osw 0.091 S 2.38 2.41 0 0 0 0 12C'Osw 0.091 w 2.38 241 0 0 0 0 4A5-2ov 0,340 w 8.87 3145 0 0 0 0 4A5- 2ov 0,340 w 8.87 31,45 0 0 0 0 1 3A -4ocs 0.143 w 3,73 2.90 0 0 0 0 100- v 0.340 w 8.87 16.94 0 0 0 0 4A5- 2ov 0.340 w 8.87 21.31 0 0 0 0 4A5- 2ov 0,340 w 8.87 21,31 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 C 1613-30ad 0.032 0.84 1.76 129 129 108 226 F 19A-Obscp 0.295 2,89 2,04 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 F 22A-tpm 1,180 30.80 OM 0 0 0 0 6 c) AED excursion 20 Envelope loss/gain 108 206 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/ other 0 Subtotal ( lines 6 to 13) 108 206 Less external load 0 0 Less transfer 0 0 Redistribution 108 206 14 Subtotal 0 15 Duct loads 1 19% 261% 0 Total room load 0 0 Air required (cfm) 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rk vvrlghtsgft- 2017-Jun-19 10:47 24 Right- SuiteD Universal 2017 17,0.23 RSU16877 Page 9 an" Desktop\TEMP PRINT\Lot 267 Birch RHG - N rup Calc = MJ8 Building faces: N Duct System Summary Job: Lot 267 Birch RHG - N wrightsoft't Date: 06-16-2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court. Winter Park, FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web. www.OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating a5o in H2O 0.16 in H2O 0.34 in H2O 0,170 / 0.170 in H2O 0.201 in/100ft 0 cfm Cooling a50 in H2O 0.16 in H2O 034 in H2O 0.170 / 0.170 in H2O 0.201 in/100ft 1000 cfm 169 ft Supply Branch Detail Table Name Design 13tuh) Htg cfm) Gig cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg. Eqv Ln (ft) Trunk BED2 c 2747 0 145 0.297 7.0 Ox 0 VlFx 19.4 95.0 stl BED3 c 2712 0 143 0.290 7.0 Ox 0 VlFx 17.3 100.0 stl BTI-12 c 158 0 8 0,296 4.0 Ox 0 VlFx 14,9 100.0 stl FAM c 2230 0 118 0.209 6.0 Ox 0 VlFx 47.8 115,0 st4 FAIVI-A c 2230 0 118 0,213 6.0 Ox 0 VlFx 44.3 115,0 st4 KIT c 1949 0 103 0.216 6.0 Ox 0 VlFx 37.5 120.0 st4 LAUN c 727 0 38 0.291 4,0 OX0 VlFx 16.7 100,0 SO IVIBED c 2463 0 130 0.303 zo Ox 0 V1Fx 17.3 95.0 st2 MBED-A c 2463 0 130 0.288 6.0 Ox 0 VlFx 28.0 90.0 st2 IVIBTH c 216 0 11 0.312 4.0 Ox 0 VlFx 19.0 90.0 st2 IVITOI c 88 0 5 0.292 4.0 Ox 0 VlFx 21.3 95.0 st2 MWIc c 198 0 10 0.319 4.0 Ox 0 VlFx 16.6 90.0 st2 PWDR c 756 0 40 0,201 4.0 Ox 0 VlFx 49.0 QU st4 I Supply Trunk Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type cfm) cfm) FR f pm) in) in) Material Trunk st2 Peak AVF 0 287 0.288 649 9.0 0 X 0 VinIFIx st4 Peak AVF 0 378 0.201 694 10.0 0 x 0 VinIFIx st3 st3 Peak AVF 0 378 0.201 694 10.0 0 x 0 VinIFIx SO Peak AVF 0 335 0.290 758 9.0 0 x 0 VinIFIx Boldlitalic values have been manually overridden 2017-Jun-19 10:47:25wrightsoft, Right-SuiteO Universal 2017 17,023 RSU16877 Page 1m '.."'1.Des1ktop\TEMP PRINT\Lot 267 Birch RHG - N.rup Calc = MJ8 Building faces: N Name Grille Size (in) Htg cf m) CIg cf m) TEL ft) Design FR Veloc f pm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl Ox 0 0 1000 0 0 0 0 Ox 0 VlFx wrightSOft' Right-SLIfteO Universal 2017 ITOM RSU16877 an\Desktop\TEMP PRINT\Lot 267 Birch RHG - N.rup Calc = MJ8 Building faces: N 2017-Jun-19 10:47:25 Page 2 Static Pressure and Friction Rate Job: Lot 267 Birch RHG - N wrightsoftt Date: 06.16-2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone, (407) 629 - 6920 Fax: (407) 629 - 9307 Web. www,OneStopCooling.com License: CAG032444 For: Taylor Morrison Sanford, FL Heating Cooling in H2O} in H2O} External static pressure 0.50 0.50 Pressurelosses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0,34 0.34 Total Effective Length Supply Return ft) ft) Measured length of run -out 17 0 Measured length of trunk 32 0 Equivalent length of fittings 120 0 Total length 169 0 Total effective length 169 Friction Heating Cooling i n/ 1 00ft) in/100ft) Supply Ducts 0.201 > 018 0.201 > 0.18 Return Ducts 0.201 > 0.18 0.201 > 0.18 Fitting Equivalent Length Details Supply 4X=35, 11A=20, 11G=5, 11G=5, 111=10, 111=10, 1A=35: TotalEL=120 Return TotalEL=O ti 2017-Jun-19 10:47:25 wrightsoft, Right-SuiteG Universal 2017 17,0 23 RSU1 6877 Page 1 n\Desktop\TEMP PRINT\Lot 267 Birch RHG - N.rup Calc = MJ8 Building faces: N Level 1 IAVIAJ 4 i 4C 4GE TqO YJ I MAI Tq0 tOX10.2W 10X10.2W 118cfm 118cfm 6" 6 FBB 1 jqpT mom, f, 6 103Cfm i 10x6 3 AD t HOTIN 101, a 40Ox6cfm N<.qO TqO FIAC- t CQ 3cCARAO Sup Riser 10„ a Tva 1 TNII{7 i}T VORA i PG & fi v Y BQ HOflO9 EF1 = 50 an n EF3 = 110 CFM Fan EFL i=50CFM Fan RaD40"X40MINSZE EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan 36„ SEFARaTON 16" OFF WALL VTR = Vent to Roof 4" WREFFIGLINECHASESW VTW = Vent to Wall c3c DV = Dryer Vent RV = Range Vent Lineset Chase — Condensate T = Thermostat 1 "`0. SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box Level 2 1 4 i E MOOfiO38 S M0039O38 lox 10 10x8 12x 12 10,18 143cfm81,9" 145cfm I, 3 SRB 1 K"8x4 B Y WUAJ 38 cfm 8x4 Rv 8x4 5 Orn 1000 cf m 2018 4" 2193NWO 4UM YTIRU33 HTAB to,*M3Te.Y v TT) 4„ 8x4 ,. # 14x14 10cfm 12" 3.I0 80 N 4" 1 fm 14xU Sup Riser 7" 130 cfm 2A3ViW"x8 r SRB 2 6,. I ar WMW8 N 130 cfm 10x6 E I EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate T = Thermostat 1 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box CITY OF SANFORN BUILDING & FIRE PREVENTION PERMIT APPLICATIONV Application No: Documented Construction Value: Job Address: 3 44P Ft Is L-1 (-t r-etve,, L4 j,-k— Historic District: Yes [I No D Farce[ ID: 2J-19-30-L6,(o-0000-&(#0 Residential IR Commercial Type ofWork: New Addition El Alteration[] RepairEl DemoR Change of Use E] Move p Description of Work: NEVV SINGLE EAMILYTQVVNH HQME UNIT - THQENEBRQQKpHASE 2 LOT NUMBER: Plan Review Contact Person: Daphne Clark Title: Phone: 4QZ-257-6940 Fax: Email: d &G42ermitsFermits Permits com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE# 200 Resident of property? NO City, State Zip. MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Arch itect/Engineer Information Name: Phone: Street, Fax: City, St, Zip: E-mail: Bonding Company: N LA Mortgage Lender: , NJA Address: Address: N Q11 141, 0 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 PI) 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 be for permitmustsecuredelectrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTWF: 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 1 will notify the owner of the property of the requirements of F lorida I,ien I_,aw, FS 713, The 0ty of SanffOrd 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 l(V Valuation Table in effect at the tirne 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. natute of o tincrlAgent Dat ( i TAYLOR MORRISON FLORIDA INC Print (honer/AgmU s Nam / of St nauuc of Notar} StaA of I lorid,t (gate 1 natwe of ContrackxlAgent DQe F JOHN ASA WRIGHT Print Contractot/Ac,mit s e SignatureotNota-State ol' lorida bate s , D. A. CLARKr •" e MY CO Mv1 SS1QN t Ff 20910fli COMMlSSIO # FF209108 EXplRES: June 27, 2019 ar „ d hru Budget Not, ge vlees R t XP(RS June 27, 2019 yorf0i, fi r d eQP'ruP igutts ySevt Owner/ Agent is YES Personally Known to Me or ('ontractor/Agent is YES Personally Known to Me or Produced 11) ._N/A Type of 11) Produced 11)-N/A— Type of 11) BELOW IS FOR OFFICE USE ONLY Permits Required: Wlilding Construction Type: laectrical [_" Mechanical R Plumbing[ Gas[] Roof o Occupancy Use: Total Sq Ft of Bldg: Z33 IMin. Occupancy Load: 1 7 New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No 9 off -leads Flood Zone: of Stories: "- Plumbing - # of Fixtures t `i Fire Alarm Permit: Yes No APPROVALS: ZONING: ' - ff CJ"I`ILI`I'IE S: WASTI WATI",R: L;NGINI: ERING: 6 K -- tl FIRE: k to construct townhome with C'()MMEN`I'S: setbacks and impervious area shown on plan. No additional impervious permitted beyond initial construction. BUILDING: ` 7- r '? Rcvised June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE Permit # 17-2281 thru 17-2287 Address: 330 - 354 Mistv Grove Ln BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill 1 Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence Min I Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 1 Electric Final ag- Now - Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final REVISED: June 2014 A F 1877-1 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc, Address. 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphneCa)permitspermitspermits.com Property Address: 346 Misty Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2660 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: FRI New structure F-1 Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition F-1 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) g gwo n\ y"-w ammgggp' o""gmg ggt o", HIM -10, mg Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F-1 The parcel is in the: 0 floodplain El floodway M A portion of the parcel is in the:E] floodplain El floodway ME The parcel is not in the: ME floodplain EJ floodway El The structure is in the: 0 floodplain E] floodway ED The structure is not in the: E] floodplain E] floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-2285 Reviewed by: Michael Cash, CFM Date: August 8, 2017 Application for Right -of -Way Use for Driveway, Walkway & Landscape 0 R I DD %, 1877 —11 Department of Planning & Development Services rifordfi.9ov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407,688.5140 Fax: 407.688,5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. 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 size and location of the existing right—of-way and use shall he provided or application could be delayed. 15- xmw vottays below. 71MVowtv callbdomyoud4 1. PFojectLocation/Address: L"co- "_,e, 2. Proposed Activity: )2rDriveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Mlke;VAY AN &9fJ §A4 w1 Maintenance Responsibilities/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no 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 Improve- ment 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 councillpersons, agents, servants, or employees 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. I hereby understand and agree to pay all city fees related to this application as required by the citys adopted Fee Resolution. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.5080, Ext, 5401 24 hours In advance to schedule a pro -pour Inspection. Pre -pour Inspection by: Date: aupwilual Zulu ROW Use Wiveway.ildf SCPA Parcel View: 27-19-30-506-0000-2660 http://parceidetaii.sepafl.org/ParcelDetailinfo.aspx?PID=2719305060,.. Pr2pSgy R2rQrd goo 144" S=R Parcel: 27-19-30-506-0000-2660 Owner: TAYLOR MORRISON OF FL INC aA Property Address: 346 MISTY GROVE LN SANFORD, Ft. 32771 Parcel Information Value Summary Parcel 27-19-30-506-0000-2660 2017 Working 2016 Certified Values Values Owner TAYLOR MORRISON OF FL INC Valuation Method Cost/Market Cost/Market Property Address 346 MISTY GROVE LN SANFORD, FL 32771 Number of Buildings 0 0 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Depreciated Bldg Value 0 Subdivision Name T_MQRNOQQKfK§ ,FAjj_ Depreciated EXFT Value 0 Tax District Sl-SANFORD Land Value (Market) $18,300 0 DOR Use Code, 00-VACANT RESIDENTIAL Land Value Ag 0 Exemptions JUWMgLk $18,300 0 Portability Adj 0 Save Our Homes Adj $0 0 Amendment I Adj $9,667 0 P&G Adj $0 0 Assessed Value $8,633 0 Tax Amount without SOH: $0.00 ZQA"—TaxadAlngmm $0.00 11 . . . . . . . Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 266 THORNBROOKE PHASE 5 PB 81 PGS 68 & 69 Taxes Taxing Authority County General Fund Schools City Sanford SJWM(Samt Johns Water Management) County Bonds Sales Description Date Find Comparalble Sales Land Method Frontage LOT Building Information Permits Permit # Description GIS Assessment Value Exempt Values Taxable Value 8,633 $0 $8,633 18,300 $0 $18,300 8,633 $0 $8,633 8,633 $0 $8,633 8,633 $0 $8,633 Book Page Amount Qualified Vac/Imp No Sales Depth Units Units Price Land Value 18,300.00 Agency Amount CO Date Permit Date 18,300 I of 2 7/24/17, 3:15 PM COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100005 DATE: August 17, 2017 0573BUILDINGILID?ING PERMIT NUMBER: 17-10000573 UNIT ADDRESS: MISTY GROVE LN 346 27-19-30-506-0000-2660 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT; OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: THORNBROOKE PH 5 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 346 MISTY GROVE LANE THORNBROOKE PH 5 LOT 266 TOWNHOMES FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1,000 dwl unit 379,00 ROADS -COLLECTORS N/A Condominium* 00 000 dwl unit 0a FIRE RESCUE N/A QO LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Multifamily 2,450.00 1.000 dwl unit 2,450.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A p0 AMOUNT DUE 2,883.00 STATEMENT RECEIVED BY: fj704 SIGNATURE: r PLEASE PRINT NAME) f DATE: s NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT f 2-FINANCE 4-LAND MANAGEMENT } f NOTE** ' PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY, THt REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE tOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Parcel |DNombm Tll -A 9-30'676 & Ce0 Prepared By 0mCorter and Taylor Morrison Homes Kotu,o To2600Lake Lucien Drive, Suite ]j0 Maitland, FL] 275\ NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. GRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 3960 Ps 1455 (1Pss) CLERK'S 4 2017075935 RECORDED 07/ 27/2017 10:01:53 AM RECORDING FEES $ 10.00 RECORDED BY tsmith Theundersigned hereby gives notice that improvnmontswill bomade wcertain real property, and in ucoo,duoco with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description ufproperty : LOT 2-W Legal Description Tku accmdinQmthe plat \hoeo[uemmrdu]io PlmBook t/,Page &Lfthe public records ofSeminole County, Addrcsses: 34V mtJ1~ 6rm'f— /Q 8'- 8ouhxdFL General description ofimprovements : Single FamilyWome Owner information Mmne Taylor Morrison o[Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 Fee Simple Title Holder :N.&. Contractor name and address : Name Taylor Morrison ofFlorida Inc. Address 268OLake Lucien Drive Suite 350,Maitland, [L3275\ 0, 8uroty:N.A. 7. LcndmrN.&. 8. Persons within the State ofFlorida designated by tile Owner upon whom notices mother d0mmentnmay hcserved uxprovides hy7D]3(|)(a)7, Florida Statutes: N.A. 0. |oaddition mhimself, Owner designates tile following to receive ucopy o[the Lienor'xMotice as provided in 7ll}3(l)(b),Florida Statutes. N.& O. Expiration date o[notice ofmmmommmeot:One year hnmthe date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. KL Date Signed Signature ofOwner's Agent :,49 Sworn to and subscribed belore me this by John Asa Wright W410 'eis ersotially known to tile. Notary Public DA Clark My commission expires: 6/27/19Serial No. FF 209108 zl" 4=1 10 I.. L'I I JAN 0 5 Zola CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:. 1 Documented Construction Value: $ 4907 Job Address: 346 Misty Grove Lane Historic District: Yes [I No El Parcel ID: (Thornbrook Lot 266) Residential E Commercial El Type of Work: New 2 Addition AlteratlonEl RepairEl DernoEl Change of UseEl MoveE] Description of Work: Install new 2.5 ton HVAC with duct work (4 exhaust I cler) Plan Review Contact Person: Adlyn Rodriguez Title: Permit Clerk Phone: 407-975- 2762 Fax: Email: adlyn.rod(iguez@onestopcooling.com Property Owner Information Name Taylor Morrison of Florida Phone: 407-629-0077 Street: 2600 Lake Lucien Drive Suite 350 Resident of property? City, State Zip• Maitland, FL 32751 Contractor Information Name One Stop Cooling and Heating Phone; 407-975-2762 Street: 7225 Sandscove Count Fax: 407-629-9307 City, State Zip: Winter Park, FL 32792 State License No,: CAC 032444 Architect/Engineer Information Name: Street: Phone: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender. Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST 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. FRC 105.3 Shall be Inscribed with the date of application and the code In effect as of that date: 514 Edition (2014) Florida Building Code Rcviscd: June 30, 2015 Pernik Application NOTICE:: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the titne 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 foreifoing information is accurate and that all work will be done in compliance with all applicable laws rel Alg 96ustructlpn and zoning. signature ofOwner/Agent Print Owner/Agent's Name Signature of Notary -State Owner/Agent is Produced ID Date of Kevin Stine Print Contractor/Agent's Name Date Signature 01/05/2018 Date KELLY WEBSTER Notary Public - State of Florida Commission # FF 978034 MY Comm. Expires Apt 4, 2020 Personally Known to Me or Contraclor/Ageill Type of ID Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building D Electrical [] Mechanical [I Plurnbing0 Construction Type: Occupancy Use: GasF] Roof[] Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes [] NoR # of Heads - Fire Alarm Permit: Yes E] No[:] APPROVALS: ZONING: COMMENTS: ENGINEERING: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30,2015 Pconit Application Job A Parcel ID: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I I —C) Documented Construction Value: tEjHistoric D, t , t: VesE1 No nl 1?:BX Residentials Commercial Type of Work: Nei ,,, Addition 0 Alteration 11 RepairEl DemoEl Change of UseEl MoveEl Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone, N -1( ame'— Street; City, State Zip: Title: Fax: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name NgRTHWEST PLUMBING OF QRLANDO Phone. (770) 241-5421 x 2082 Street 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name Street City, St, Zip: Bonding Company: Address: Fax: (770) 941-9522 State License No,: CFC1426562 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 REWORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITIT YOUR LENDER OR AN A7-1-ORNEV 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 ofall laws regulating construction in this 'jurisdiction. I understand that it 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: 5" Edition (2014) Florida Building Code Rm" ,lone 10, 2015 Permit Appht:kiumi NUFICE- In addition to the requirements of this permit, there may be additional restrictions applicable to this property that play be found in the public records of this county, and there maybe 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 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 pert -nit fees when the pert -nit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will he done in compliance with all applicable laws regulating constructio77""and zoning. SIgRatUIC o(Owner/Agent Date Signature of Co ctor/Agent to Print Owner/Agent's Name Print Signature ot'Notary-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID __ Type of ID EXPIRES Signature of Notary -,State of Florida Date4 GEORGIA DU NE 8,2020 10L L C Contractor/Agent is _ Personally Known to ale Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[:] Electrical[] Mechanical[] PlurriblngR GasFJ Roof [] Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No R #of Heads Fire Alarm Permit: Yes[] NoR APPROVALS ZONING: ENGINEERING: COMMENTS. UTILITIES: FIRE, WASTE WATER. BUILDING: Reveied June 30,2015 Permit Application UNIVERSAL. ENGINEERING SCIENCES Consultants In: Geotechnical Engineering * Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration,Cornpliance. lnspoction& Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423,0504 - F: 407.423.3106 UES Project No: 0110.1401008.0000 Workorder No: 9339084-3 Report Date: 11/13/2017 P In -Place Density Test Report Client: Taylor Morrison of Florida, Incorporated LIES Technician: Markus Jones 2600 Lake Lucien Drive Suite 350 Date Tested: 11/08/2017 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Type of Test: Area Tested: Residential Townhome Pad, Lot 266 Field: ASTM D-2937 Drive Cylinder Method Material: Native Laboratory: ASTM D1557 Modified Proctor Reference Datum: 0 = Bottom of Foundation Footing The tests below meet the 95% minimum compaction requirement. Maximum Optimum Field Dry Field Soil Pass Test Density Moisture Density Moisture Compaction or No. Location of Test Range pcf) Pcf) Fail North Footing 0-1 ft 108.3 10.7 108.3 6.8 100 Pass 8 East Footing 1-2 ft 108,3 10.7 106.3 9.0 98 Pass 9 Center of Pad (TOF) 1-2 ft 108.3 10.7 109.9 8.4 101 Pass Remarks: (TOF ) 0 =Top of Fill 346 Misty Grove Lane To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION AppticationNo: Documented Construction Value: S L'rl 2c0 Job Address: Qa- Historic District: Yes El No D Parcel M: Residential ID11"Commercial0 ITypeofWork: NeNv AdditionEl klterationE] RepairEl Demo 0 Change of Use R NloveEl Description 0 Work: C Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name ad 1('1- Phone: Street: Resident of property? City, State Zip: Contractor Information Name k>c Ar I C- c-"V( Phone: Street: Fax: -L-40-7,5r 5 1007 r'! - V-71 Lie City, State Zip: -7State ense No.: Er: i,-2no REM Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Alortua-e Lender: L MAddress: NNIAR. NING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMIMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVE iENTS TO YOUR PROPERTY. A NOTICE OF CO-NIATE.NCE.r\iENT NIUIST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT NNTTH 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 -\vork or installation has commenced prior to the issuance of a permit and that all work—,NiLl 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, -Acus, 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application QTICE: Ln addition to the requirements of this permit, there may be additional restrictions applicable to this property that rnay be found in the public records of this county, and there may be additional permits required from other QOVerulner[Lal 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 rcvievv fee at the time of pern-ut subirdttal. 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 xvith local ordinance. Shouid, calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the perinit is issued. ONV',N'ER'S AFFfDAVTT: I certify that all of the foregoing information is accurate and that all Nvork NviLle be done in compliance Nvith all applicable IaNvs regulating constructionaregulating _Iul-zoutng. Signature of0kvi)tv'Agtnt Date Print Owtier/Agent's Name of Notarv-Sratt- of Florida Date Owner/ATent is Personally Known to Me or Produced m Type of ID A STEPHA RA LO f. 1 CommissioIEn# FF 175017 Expires Novern -9, 2018 B* Wtd NY T ContraltrM71- 71t:11I LIM:;-0 FufkoTidlly—,own to Me or Produced ID T)pe of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building, [I Electrical TvIechanicat [:] PlumbingE] Gas] RoofEl 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 R No R #r of Heads APPROVALS: ZON' ING: UTILITIES: ENGINEERING: FIRE: COI BIENTS: Fire Alarm Permit: YesE] No [-1 WASTE WATER: R.-vistd: June 30, 2013 PeMtit Applicariort FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 266 Redwpod LHG - N Builder Name: One Ston Cooling and Heating Street: 3441, Permit Office: DCity, State, Zip: Sanford , FL , Permit Number: 2 2 5 S A, N F R0, DJ Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1062.7 sqft,) Insulation Area 2. Single family or multiple family Multi -family a, Frame - Wood, Exterior R=1 3.0 400.00 ft2 b. Frame - Wood, Adjacent R=1 1.0 345.33 W 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 317.33 112 4, Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1160.0 sqft.) Insulation Area a. Under Attic (Vented) R=30,0 1160,00 ft2 6. Conditioned floor area above grade (ft2) 1957 b. N/A R= ft2 Conditioned floor area below grade (W) 0 c. N/A R= ft2 11. Ducts R ft2 T Windows(173.4 sqft,) Description Area a, Sup: Attic, Ret: Attic, AH: 2nd Floor 6 391.4 a. U-Factor: Dbl, U=0.34 165.37 ft2 SHGC: SHGC=0,32 b. U-Factor: Dbl, U=0.31 8,00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.34 a. Central Unit 30.0 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor; N/A ft2 a. Electric Heat Pump 26,4 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2.237 ft. Area Weighted Average SHGC: 0,321 14, Hot water systems a Electric Cap: 50 gallons8. Floor Types (1957.0 sqft,) Insulation Area EF: 0,900 a, Slab -On -Grade Edge Insulation R=0,0 907.00 ft2 b. Conservation features b. Floor Over Other Space R-0.0 797.00 ft2 None c, other (see details) R= 253,00 ft2 15. Credits Pstat Glass/Floor Area: 0.089 Total Proposed Modified Loads: 44.62 PASSTotalBaselineLoads: 47.28 1 hereby certify that the plans and specifications covered by Review of the plans and Q CBb S7,,J this calculation are in compliance with the Florida Energy specifications covered by this Code. Digitally signed by Bolan Bojan Paukovic,au-ic calculation indicates compliance with the Florida Energy Code. Date: 2017.06.19 10:43:5 104'00' PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 P, I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWE OWNER/AGENT: 4 k BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 6/19/2017 10:41 AM EnergyGauge(& USA - FIaRes2014 Section R405.4,1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot 266 Redwood LHG - N Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1957 Lot # 266 Owner: Taylor Morrison Total Stories: 2 Block/Sub Division: Thombrooke TH of Units: I Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 270 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL , New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp IV Design Location TMY Site Zone 97,5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL--ORLANDO-INTL-AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume Blockl 1957 16835.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1 st Floor 907 8435.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1050 8400 No 4 3 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet I Floor over Garage 2nd Floor ---- ---- 253 ft2 11 0,29 0 0,71 2 Slab -On -Grade Edge Insulatio 1st Floor 34 ft 0 907 ft2 029 0 0.71 3 Floor Over Other Space 2nd Floor ---- ---- 797 ft2' 0 0.29 0 0.71 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 1297 ft2 0 ft2 Dark 0,6 N 0.6 No 0 26.6 ATTIC V# Type Ventilation Vent Ratio (I in) Area RBS IRCC 1 Full attic Vented 300 1160 ft2 N N 6/19/2017 10:41 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING V# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 1160 ft2 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below V # Ornt_ To Wall Type R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 N=>W Exterior Frame - Wood 2nd Floor 13 7 0 8 0 56.0 ft2 0 0.25 0.6 0 2 N=>W Exterior Concrete Block - Int Insul 1 st Floor 4.1 3 0 9 4 28.0 ft2 0 0 0.6 0 3 E=>N Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 4 E=>N Exterior Concrete Block - Int Insul 1st Floor 41 9 6 9 4 88.7 ft2 0 0 0.6 0 5 W=>S Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 W 0 0.25 0.6 0 6 W=>S Exterior Concrete Block - Int Insul 1 st Floor 41 21 6 9 4 200,7 ft2 0 0 0.6 0 7 SW Garage Frame - Wood 1 st Floor 11 37 0 9 4 3453 ft2 0 0.25 0.6 0 DOORS V Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In I E=>N Insulated 1st Floor None .4 3 8 24 ft2 2 -=>SW Wood 1st Floor None A6 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered orientation (=>) changed to As Built (rotated 270 degrees). Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 e=>N 3 Vinyl Low-E Double Yes 0.34 0.32 30.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 2 e=>N 3 Vinyl Low-E Double Yes 0.34 0.32 15.4 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 3 e=>N 4 Vinyl Low-E Double Yes 0.34 0.32 4,0 ft2 1 ft 0 in 11 It 0 in Drapes/blinds None 4 w->S 5 Vinyl Low-E Double Yes 034 0.32 14.6 W 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 w=>S 5 Vinyl Low-E Double Yes 0.34 0.32 30.0 ft2 1 ft 0 in 1 ft0in Drapes/blinds None 6 W=>S 5 Vinyl Low-E Double Yes 0.31 0,34 8.0 ft2 1 ft 0 in 2 If 0 in Drapes/blinds None 7 w=>S 6 Vinyl Low-E Double Yes 0.34 0,32 17.9 ft2 13 ft 0 in 2 ft 7 in Drapes/blinds None 8 w=>S 6 Vinyl Low-E Double Yes 0.34 0.32 17.5 ft2 1 110in 11 ftO in Drapes/blinds None 9 W=>S 6 Vinyl Low-E Double Yes 0,34 032 36.0 ft2 1 ft 0 in 11 ft0in Drapes/blinds None GARAGE V# Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 253 W 253 ft2 64 ft 9.3 ft INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACM ACH 50 1 Wholehouse Proposed ACH(50) .000273 1402.9 77.02 14485 2456 5 6/19/2017 10:41 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 26.4 kBtu/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr 900 cfm 0.75 1 sys#1 HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS V Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool I Attic 6 391.4 ft Attic 97.85 ft Prop. Leak Free 2nd Floor cfm 58.7 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Ian Feb Mar Apr yMa Ju Xj A Seep Oct I Nov Dec Heating J an FebMarHX3 AprA I MMay Jun JulI XjJun xl Aug Xj Oct Nov DecHVentingJanFebXMarAprMayJunJulAuSepOctNovDecThermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/ 19/2017 10:41 AM EnergyGaugeO USA - FlaRes2014 Section R405.4,1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Hesidential Whole Building Pertormance and Prescriptive Methods IADDRESS: Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553,9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402AA. 0 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4. 1.1 and R402.4.1,2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance, 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. and 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. 0 R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. 0 R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0,3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0,5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101 /I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 0 R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0,944 Us) when tested in accordance with ASTM E 283 at a 1,57 psf (75 Pa) pressure differential, All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9,29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handier enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9,29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handier is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/19/2017 10:42 AM EnergyGauge@ USA - FlaRes2014 - Section R405,4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 0 R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41'C) or below 55°F (1 3'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use, 0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank, 0 R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 601C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off, 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403,4.4.2. 1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems, Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal: and Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302. 1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/19/2017 10:42 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Corn Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1 Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load, Z When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity R403,6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1 .1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6. 1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6,1. 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-1 5. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14, 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.11A Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21,56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature, A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. 0 R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations, 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation, 0 R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss, Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. 13 RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. 0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights 13 R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. 0 R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R- 19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-1 0 is allowed. 6/19/2017 10:42 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Corn Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 The lower the EnergyPerformance Index, the more efficient the home. Sanford, FL, 1. New construction or existing Z 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 (W) 7, Windows- Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.31 SHGC: SHGC=0.34 c, U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area Multi -family a, Frame - Wood, Exterior R=13.0 400.00 ft2 b. Frame - Wood, Adjacent R=1 1.0 345,33 ft2 1 c. Concrete Block - Int Insul, Exterior R-4.1 317.33 ft2 3 d, N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1160.00 ft2 1957 b. N/A R= ft2 Area c. N/A R= ft2 165.37 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 391.4 8.00 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 30.0 SEER:15.00 R 2,237 ft. 0.321 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 907.00 ft2 b. Floor Over Other Space R-0.0 797.00 ft2 c. other (see details) R= 253.00 ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: A Date: 2-4, Address of New Home: 3q Mt P1 C-7 tz*--, wt-.- City/FL Zip: 3a, pv kBtu/hr Efficiency 26.4 HSPF:9.00 Cap: 50 gallons EF: 0.9 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.corn 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. 6/19/2017 10:42 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 266 Redwood LHG - N Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/19/2017 10:42 AM EnergyGaugeO USA - FlaRes2014 Section R405.4,1 Compliant Software Page 1 of 1 J. 9w wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 266 Redwood LHG - N Date: 06-19-2017 By: XFIMC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Wet): www OneStopCooling.com License. CAC032444 I Room name Entire House PWDR 2 Exposed wall 84.0 It 6.5 It 3 Room height 8.6 If d 9.3 It heat/cool 4 Room dimensions 4,0 x 8,0 It 5 Room area 19%8 142 32.0 It' Ty Construction U-value Or HTM Area (w) Load Area (ft Load number Btuh/ftl-*F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N,P!S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2.38 2.41 56 56 133 135 0 0 0 0 W 13A-4ocs 0,143 n 3.73 2.90 28 28 104 81 28 28 104 81 12C-0sw 0M11 e 2.38 2,411 172 127 301 305 0 0 0 0 4A5-2ov 0340 e 8.87 31.45 30 0 266 944 0 0 0 0 11 4A5-2ov 0.340 e 8.87 31.45 15 0 137 485 0 0 0 0 0,143 e 3.73 2.90 88 60 225 175 33 29 107 83Tf- 13A-flocs 4A5-2ov 0,340 e 8,87 31.45 4 0 35 126 4 0 35 126 D 11 DO 0.390 e 1018 12.27 24 24 244 294 0 0 0 0 120-0sw 0.091 w 2.38 2,41 172 119 284 287 0 0 0 0 4A5-2ov 0.340 w 8.87 31,45 15 0 129 459 0 0 0 0 4A5-2ov 0340 w 8,87 31.45 30 0 266 944 0 0 0 0 4B5-2fv 0.310 w 8.09 32.48 8 0 65 260 0 0 0 0 1 3A-40cs 0,143 w 3.73 2.90 200 129 480 372 0 0 0 0 10D-v 0.340 w 8.87 7.73 18 18 159 138 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 18 0 155 550 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 36 0 319 1132 0 0 0 0 P 12C-0sw 0.091 2.38 1.51 344 344 817 518 116 116 276 175 C 16B-30ad 0,032 0.84 1.76 1116 1116 932 1962 11 11 9 18 F 19A-Obscp 0.295 2,89 2.04 11 11 31 22 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 254 254 112 79 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 852 34 1047 0 32 7 200 0 6 c) AED excursion 13111 13 Envelope loss/gain 6243 105791 731 470 12 a) Infiltration 3436 1295 290 109 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 2720 10 Subtotal (lines 6 to 13) 9678 15515 1021 590 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 368 202 14 Subtotal 9678 15515 1389 792 15 Duct loads 2 261% 1936 3986 20% 1 26% 278 0203 Total room load 11614 19501 1667 9915ItAirrequired (cfm) 1 01 1000 0 i51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvIt-14ghtsc3ift, Right-SuileO Universal 2017 17 0,23 RSU16877 2017-Jun-1 9 1039 05 Desktop',TEMP PRINT\Lot 266 Redwood LHG - N.rup Calc z, MJ8 Building faces: N Page I J. IF wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 266 Redwood LHG - N Date: 06-19-2017 By: XF/MCIBP 7225 Sandscove Court. Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License CAGO32444 I Room name KIT FAM 2 Exposed wall 0 It 17.5 It 3 Room height 93 If heat/cool 9.3 If heat/cool 4 Room dimensions 1.0 x 293.5 If 1.0 x 347,8 It 5 Room area 293.5 ft2 347.8 ft2 Ty Construction U-value Or HTIVI Area (ft2) Load Area (ft Load number Btuh/ftl-'F) Btuh ft2) or perimeter (ft) Bt h) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 W 12C-Osw 0M11 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-flocs 0.143 n 173 2.90 0 0 0 0 0 0 0 0 12C-0svv 0.091 e 2.38 2,41 0 0 0 0 0 0 0 0 4A5-2ov 0340 ef 8,87 31.45 0 0 0 0 0 0 0 0 1 4A5-2ov 0'340 e 8.87 31.45 0 0 0 0 0 0 0 0 13A-flocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0T:J-0 4A5-2ov 0,340 e 8.87 31.45 0 0 0 0 0 0 0 0 11DO 0,390 e 10.18 12.27 0 0 0 0 0 0 0 0 0.091 W 238 Z41 0 0 0 0 0 0 0 0 TE 12C.0sw 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 Q 4A5-2ov 0,340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5-2fv 0,310 w 8.09 32.48 0 0 0 0 0 0 0 0 1 3A -4ocs 0,143 w 173 2.90 0 0 0 0 163 91 341 265 10D-v 0.340 w 8.87 7.73 0 0 0 0 18 18 159 138 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 18 0 155 550 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 36 0 319 1132 P 12C-Osw 0.091 2.38 1.51 65 65 155 98 0 0 0 0 C 16B -30ad 0.032 0.84 1,76 0 0 0 0 0 0 0 0 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscl) 0.049 0,44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1,180 30.80 OM 294 0 0 0 348 18 539 0 6 c) AED excursion 1221 992 Envelope loss/gain 155 24 1513 3078 12 a) Infiltration 0 0 781 294 b) Room ventilation 0 0 0 0 131 Internal gains: Occupants @ 230 0 0 0 0 Appliancesiother 1200 0 Subtotal (lines 6 to 13) 155 11761 2294 3372 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 735 404 440 159 14 Subtotal 890 1581 2735 3531 15 Duct loads 1 201/6 261% 178 406 20%, 261% 1 54711, 90 Total room load I 1068 1987 1 3282 443 1 Air required (cfm) I 1 0, 102, 01 22 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r-k- wrights4oft, 2017-Jun-1 9 10:39 05 Right-SuiteO Universal 2017 17.0.23 RSU16877 Page 2 Desktop'TEMP PRINT\Lot 266 Redwood LHG - N.rup Calc a MJ8 Building faces: N wrightsok, Right-JO Worksheet Job: Lot 266 Redwood LHG - N Entire House Date: 06-19-2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web; www OneStopCooling.com License CAC032444 I Room name STR1 MBED 2 Exposed wall 4.0 It 17.5 It 3 Room height 9.3 It heat/cool 8.0 If heat/cool 4 5 Room dimensions Room area 4,0 x 12.5 If 50,0 W 17,5 x 14,5 It 253.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftl-'F) Btu 10 or perimeter (ft) Bt h) or perimeter (It) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 IN 12C-0sw 0,091 n 238 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 n 3,73 2,90 0 0 0 0 0 0 0 0 L212C- Osw OMI e 238 2.41 0 0 0 0 0 0 0 0 it 4A5-2ov 4A5-2ov 0.340 0.340 e e 8.87 8.87 31.45 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A -4ocs 0.143 e 173 2.90 0 0 0 0 0 0 0 0T::t 4A5-2ov 0.340 e 8,87 31.45 0 0 0 0 0 0 0 0 11DO 0.390 e 10.18 12.27 0 0 0 0 0 0 0 0 12C-0sw 0,091 w 238 2,41 0 0 0 0 140 95 227 230 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 15 0 129 459 4A5-2ov 4B5-2fv 0340 0.310 w w 8.87 8.09 31.45 32.48 0 0 0 0 0 0 0 0 30 0 0 0 266 0 944 0 1 3A-4ocs 0.143 w 3,73 2.90 37 37 139 108 0 0 0 0 IOD-v 0.340 w 8.87 7,73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8,87 31,45 0 0 0 0 0 0 0 0 4A5-2ov O.340 w 87 31,45 0 0 0 0 0 0 0 0 p 12C-Osw 0.091 2,38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0,84 1.76 0 0 0 0 254 254 212 446 F 19A-Obsep 0,295 2,89 2,04 0 0 0 0 9 9 25 18 F 19C-190scp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1,180 30.80 0.00 50 4 123 0 0 0 0 0 6 c) A ED excursion 161 1 480 Envelope loss/gain 262 911 859 2576 12 a) Infiltration 178 671 672 253 b) Room ventilation 0 0 0 0. 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances/other 0 01 Subtotal (lines 6 to 13) 440 159 1531 3290 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 440 159 351 664 14 Subtotal 0 0 1882 3954 15 Duct loads 1 200% 261% 0 0 209% 261% 3761 1016 Total room load 0 0 2258 4970 Air required (cfm) 0 0 1 1 01 255 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rk vvirightsctiift' Right -Suited Universal 2017 1T0,23 RSU16877 2017-Jun-1 9 10:39: 05 Desklop\TEMP PRINT\Lot 266 Redwood LHG - N.rup Calc = MJ8 Building faces. N Page3 wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 266 Redwood LHG - N Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court. Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name MWIC LAUN 2 Exposed wall 0 it 0 it 3 Room height 8.0 it heat/cool 8.0 it heat/cool 4 Room dimensions 8.5 x 7.5 it 6.0 x TO It 5 Room area 63.8 ft2 42.0 Q2 Ty Construction U-value Or HTIVI Area (ft2) Load Area (ttz) Load number Btuh1ft1-'F) Bt /W) I or perimeter (it) St h) or perimeter (f t) Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat CoolI 6 W 12C-Osw 0.091 n 2.38 2,41 0 0 0 0 0 0 0 0 IN 13A-flocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 0.091 e 2.38 2.41 0 0 0 0 0 0 0 0T=12C-Dsw 4A5-2ov 0,340 e 8.87 31.45 0 0 0 0 0 0 0 0 I'l 4A5-2ov 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 4ocs 0,143 e 3.73 2.90 0 0 0 0 0 0 0 0Tf013A4A5-2ov 3400' e 8.87 31.45 0 0 0 0 0 0 0 0 11DO 0.390 e 10.18 12.27 0 0 0 0 0 0 0 0 12c-0sw 4A5-2ov 0.091 0.340 w w 2.38 8.87 2,41 3145 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5-2fv 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 1 3A-4ocs 0,143 w 3,73 2.90 0 0 0 0 0 0 0 0 10D-v 4A5-2ov 0.340 0.340 w w 8.87 8.87 7.73 31,45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 4A5-2ov 12C-Osw 0,340 0.091 w 8.87 2.38 31.45 1,51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B -30ad 0.032 0.84 1.76 64 64 53 112 42 42 35 74 F 19A-Obsop 02% 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0,049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 OM 0 0 0 0 0 0 0 0 6 c) AED excursion 11 54 Envelope loss/gain 1 53 1021 1 35 20 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13) 53 102 35 520 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 41 32 156 14 Subtotal 67 143 67 676 15 Duct loads 1 209/61 26% 1 13 37 20% 26M 13, 174 Total room load I 1 80 179 1 80 8501Airrequired (cfm) 0 1 9 0 44 Calculations roved by ACCA to meet all requirements of Manual J 8th Ed. A,- -rk wrightsoft- Right -Suited Universal 2017 17,0.23 RSU16877 2017-Jun-19 10:39:05 AeZK Page 4 Desktop',TEMP PRINTiLol 266 Redwood LHG - N.rup Calc = MJ8 Building faces. N wrightsoft, Right-JS Worksheet Entire House One Stop Cooling and Heating Job: Lot 266 Redwood LHG - N Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web www.OneStopCooling.com License. CAC032444 1 Room name IVIBTH IVIT01 2 Exposed wall 0 it 0 it 3 Room height 8.0 it heat/cool 8.0 it heat/cool 4 Room dimensions 1.0 x 105.5 it 3,5 x 6,0 it 5 Room area 105.5 W 21.0 W Ty Construction U-value Or HTIVI Area 00 Load Area (W) Load number Btuh/ftl-'F) Bt ft2) or perimeter (it) Bt h) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 238 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 n 173 2.90 0 0 0 0 0 0 0 0 12C-osw 0,091 e 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0,340 e 8.87 31,45 0 0 0 0 0 0 0 0 11 4AS-2ov 0,340 e 8.87 31.45 0 0 0 0 0 0 0 0 13A-flocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2ov 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 11DO 0.390 e 10.18 12.27 0 0 0 0 0 0 0 0 12C-Osw 4A5.2ov 0,091 0.340 w w 2.38 8.87 2 ' 41 31,45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ov 4BS-2fv 0.340 0.310 w w 8,87 8.09 311:45 32.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3A-4ocs 0.143 w 3.73 2,90 0 0 0 0 0 0 0 0 100-v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31,45 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 c 16B-30ad 0.032 0.84 1.76 106 106 88 186 21 21 18 37 F 19A-Obsep 0,295 2.89 2,04 0 0 0 0 0 0 0 0 F 19C19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 171 3 Envelope loss/gain 88 1681 18 33 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 01 Applianceslother 0 0 Subtotal (lines 6 to 13) 88 168 18 33 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 32 142 0 0 14 Subtotal 120 310 18 33 15 Duct loads 20% 1 261/61 24 801 209/61 26%1 41 9 Total room load 1441 389 1 1 21 42 Air required (cfm) 0 201 01 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A;4- -H4- vvrillghtsoft- 2017-Jun-19 10:39:05 Right-SuiteO Universal 2017 17,0,23 RSU16877 Page 5 1DesktopJEMP PRINT\Lot 266 Redwood LHG - N.rup Calc = MJ8 Building faces: N wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 266 Redwood LHG - N Date: 06-19-2017 By: XF/MCIBP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling,com License: CAC032444 I Room name BED3 2 Exposed wall 0 it 19.0 it 3 Room height 8.0 it heat/cool 0 it heatfcool 4 5 Room dimensions Room area 3.0 x 5.5 it 16.5 IF 1,0 x 151,0 it 151.0 W Ty Construction U-value Or HTM Area (ftp) Load Area (w) Load number Btuh/ftl-'F) Btu /ft') or perimeter (it) Bt h) or perimeter (it) Btuh) Heat Cool Gross N,'P/S Heat cool Gross NIP/S Heat Cool 6 W 12C-Osw 0.091 n 238 2.41 0 0 0 0 56 56 133 135 W 13A-4ocs 0,143 n 3.73 2,90 0 0 0 0 0 0 0 0 IL: 12c-osw 0.091 e 2.38 Z41 0 0 0 0 96 66 157 159 2 4A5-2ov 0.340 e 8,87 U45 0 0 0 0 30 0 266 W 1 4A5-2ov 0,340 e 8.87 31,45 0 0 0 0 0 0 0 0 0.143 e 3.73 2,90 0 0 0 0 0 0 0 0T213A-4ocs 4A5-2ov 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 11DO 0.390 e 10,18 12,27 0 0 0 0 0 0 0 0 12C-0sw 4A5-20V 0.091 U40 w w 238 8.87 2,41 31.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ov 4B5-2fv 0.340 0.310 w W 8.87 8.09 31.45 32,48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3A-4ocs 0143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D-v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31A5 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31,45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 0 16B -30ad 0.032 0Z4 1,76 17 17 14 29 151 151 126 266 F 19A-Obscp 0295 2,89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.0419 0,44 0.31 0 0 0 0 149 149 66 47 F 22A-tpm 1,180 30.80 0,00 0 0 0 0 0 0 0 0 6 c) AED excursion 3 136 Envelope loss/gain 14 26 748 16 12 a) Infiltration 0 0 729 275 b) Room ventilation 0 0 0 01 13, Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 01 0 Subtotal (lines 6 to 13) 14 26 1477 2191 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 26 10 48 41 Subtotal 01 0 1487 2239 15 Duct loads 1 20% 213N. 0 0 201% 261% 297 1 575 Total room load 0 0 17851 2814 Air required (cfm) 01 01 0 144 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft, 2017-Jun-19 10:39,05 Right-SuiteO Universal 2017 17,0,23 RSU16877 Page 6 Desktop\TEMP PRINT\Lot 266 Redwood LHG - N.rup Calc = MJ8 Building faces: N wrightsoft, Right-JO Worksheet Job: Lot 266 Redwood LHG - IN Entire House Date: 06-19-2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www,OneStopCooling coin License CAC032444 1 Room name BTI-12 BED2 2 Exposed wall 0 it 9,5 it 3 Room height 8.0 it heat/cool 8.0 it heat' cool 4 Room dimensions 6.0 x 5.5 it 1,0 x 158.5 it 5 Room area 33.0 ft2 158.5 ft2 Ty Construction U-value Or HTM Area (W) Load Area qt Load number Stuh/ftl-'F) or perimeter (it) 13t h) I or perimeter (it) Btuh) Heat Cool Gross NiP/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2,38 2.41 0 0 0 0 0 0 0 0 W 13A-flocs 0.143 n 173 2.90 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 2.38 2.41 0 0 0 0 76 61 144 146 1 ti 4AS-2ov 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 1 4A5-2ov 0.340 e 8.87 31,45 0 0 0 0 15 0 137 485 13A-4ocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2ov 0.340 e 8,87 31.45 0 0 0 0 0 0 0 0 11DO 0.390 e 10.18 12,27 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.38 2,41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8.87 31.45 0 0 0 0 0 0 0 0 4135.2tv 0,310 w 8.09 32,48 0 0 0 0 0 0 0 0 1 3A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D-v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0M1 2.38 1,51 0 0 0 0 0 0 0 0 C 16B -30ad 0,032 0.84 1.76 33 33 28 58 159 159 132 279 F 19A-Obscp 0.295 2,89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0,049 0.44 0.31 33 33 15 10 26 26 12 8 F 22A-tpm 1.180 30.80 OM 0 0 0 0 0 0 0 0 6 c) AED excursion 61 491 Envelope loss/gain 42 621 425 966 12 a) Infiltration 0 01 365 137 b) Room ventilation 0 0 0 0 13, Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 42 62 789 1334 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 13 66 27 132 14 Subtotal 56 128 816 1466 15 Duct loads 201% 261/6 11 33 201% 261% 163 377 Total room load 67 161 979 1843 Air required (cfm) 0 8 0 94 Calculations ag2roved by ACCA to meet all requirements of Manual J 8th Ed. Pk vvir-Ightsoft, 2017-Jun-19 10:39:05 Right-SuiteO Universal 2017 17,0.23 RSU16877 Page 7 Desklop\TEMP PRINT\Lot 266 Redwood LHG - N.rup Calc = MJ8 Building faces N wrightsoft, Right-JO Worksheet Job: Lot 266 Redwood LHG - N Entire House Date: 06-19-2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone, (407) 629 - 6920 Fax: (407) 629 - 9307 Web www.OneStopCooling.com License. CAC032444 1 Room name STR2 FOY 2 Exposed wall 4.0 It 6.0 It 3 Room height 8,0 It heat/cool 9.3 It heat/cool 4 Room dimensions 4.0 x 16.5 It 1.0 x 110.0 It 5 Room area 0 ft? 110.0 W Ty Construction U-value Or HTM Area (w) Load Area (ft2) Load number Btuh/ftl-'F) Bt /ft2) or perimeter (ft) 13 t h) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0,091 n 2,38 2,41 0 0 0 0 0 0 0 0 W 13A-flocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0,340 e 8.87 31.45 0 0 0 0 0 0 0 0 1 4A5-20v 0,340 e 8,87 31.45 0 0 0 0 0 0 0 0 13A-flocs 0.143 e 3.73 2.90 0 0 0 0 56 32 119 92T:fD 4A5-2ov 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 11DO 0.390 e 10.18 12.27 0 0 0 0 24 24 244 294 12C-Osw 0,091 w 2.38 Z41 32 24 57 58 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31,45 0 0 0 0 0 0 0 0 4B5-2fv 0310 w 8.09 32,48 8 0 65 260 0 0 0 0 1 3A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D-v 0.340 w 8.87 7,73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8.87 31.45 0 0 0 0 0 0 0 0 F, 12C-0sw 0.091 238 1.51 0 0 0 0 121 121 287 182 C 16B -30ad 0.032 0.84 1.76 66 66 55 116 0 0 0 0 F 19A-Obscp 0.295 2.89 2.04 2 2 6 4 0 0 0 0 F 19C-19cscr) 0.049 0.44 0,31 0 0 0 0 0 0 0 0 F 22A-tpm 1,180 30.80 0.00 0 0 0 0 110 6 185 0 61 c) AED excursion 1 961 63 Envelope loss/gain 183 534 835 506 12 a) Infiltration 154 58 268 101 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1 Of Subtotal (lines 6 to 13) 1 336 592 1103 607 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 336 592 1103 607 14 Subtotal 0 0 0 0 15 Duct loads 1 2011. 261/6 0 0 201% 269% 01 0 Total room load 0 01 0 0 1 Air required (cfm) 0 0 1 01 01 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. p-p- wrightsOft' Right -Suited Universal 2017 17.0,23 RSU16877 2017-Jun-19 10:39:05 AC'n, , Desktop\TEMP PRINT\Lot 266 Redwood LHG - N.rup Calc = MJ8 Building faces: N Page 8 wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 266 Redwood LHG - N Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web www OneStopCooling.com License: CAC032444 I Room name PNTY T012 2 Exposed wall 0 It 0 It 3 Room height 9.3 If heal/coof 8.0 If heat/cool 4 Room dimensions 1.0 x 18.3 It 6.0 x 6.5 It 5 Room area 18.3 ft2 39,0 ft2 Ty Construction U-value Or HTIVI Area (ft2) Load Area ((t2) Load number Stuhiftl-'F) Btuh!fl2 or perimeter If I) Btuh) or perimeter (f I) Btuh) Heat Fc-oot- Gross N(P/S Heat Cool Gross N/P/S Heat cool 6 W 12C-Osw 0.091 n 2,38 Z41 0 0 0 0 0 0 0 0 W 13A-flocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 IL212C-Osw 0.091 e 2.38 2.41 0 0 0 0 0 0 0 0 4AS-2ov 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 1 4A5-2ov 0.340 e 8.87 31,45 0 0 0 0 0 0 0 0 13A-flocs 0143 e 3.73 2,90 0 0 0 0 0 0 0 0T:fo 4A5-2ov 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 11 DO 0,390 e 10.18 12.27 0 0 0 0 0 0 0 0 12C-Osw OMI W 2.38 2,41 0 0 0 0 0 0 0 0 4A5-2ov O.340 w 8,87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8,87 31.45 0 0 0 0 0 0 0 0 4B5-2fv 0.310 w 8.09 3Z48 0 0 0 0 0 0 0 0 1 3A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 IOD-v 0,340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 01091 2,38 1.51 42 42 99 63 0 0 0 0 C 1613-30ad 0M2 0,84 1.76 0 0 0 0 39 39 33 69 F 19A-Obscp 0,295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0,049 0.44 0.31 0 0 0 0 12 12 5 4 F 22A-tpm 1.180 30.80 0.00 18 0 0 0 0 0 0 0 6 c) AED excursion 71 54 Envelope loss/gain 99 56 38 19 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 10 500 Subtotal (lines 6 to 13) 1 99 661 38 519 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 16 78 14 Subtotal gg 66 54 597 15 Duct loads 2 26% 20 17 2011. 261% 11 153 Total room load 119 83 65 750 1 Air required (cfm) 01 41 0 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk vvr1ghtsq:kft- 2017-Jun-19 10:39:05 Right-SuiteO Universal 2017 ITOM RSU16877 Page 945& \ Desktop\TEMP PRINT\Lot 266 Redwood LHG - N.rup Calc = MJ8 Building faces: N wrightsoft-, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 266 Redwood LHG - N Date; 06-19-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone, (407) 629 - 6920 Fax (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name 2 Exposed wall 0 It 3 Room height 8.0 It heat/cool 4 Room dimensions 1.0 x 155.3 It 5 Room area 155.3 ft2 Ty Construction U-value Or HTM Area (w) Load Area Load number Btuh/W1-.F) Bt f12) I or perimeter (ft) Bt h) I or perimeter Heat Cool Gross N/P!S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 238 2,41 0 0 0 0 W 13A 4ocs 0.143 n 3.73 2.90 0 0 0 0 12C-Osw 0.091 e 2,38 2.41 0 0 0 0T::2 4A5-2ov 0,340 e 8.87 31.45 0 0 0 0 11 4A5,2ov 0,340 e 8.87 31:45 0 0 0 0 13A-4ocs 0.143 e 3.73 2.90 0 0 0 0T:fD 4A5-2ov 0.340 e 8.87 31,45 0 0 0 0 11DO 0.390 e 10.18 12.27 0 0 0 0 12C-0sw 0.091 W 2.38 Z41 0 0 0 0 4A5-2ov 0.340 w 8,87 31,45 0 0 0 0 4A5-2ov 0.340 w 8.87 31,45 0 0 0 0 4B5-2fv 0.310 w 8.09 32.48 0 0 0 0 1 3A -4ocs 0,143 w 3.73 2.90 0 0 0 0 100-v 0.340 w 8.87 7.73 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 4A5-2ov 0.340 w 8.87 31,45 0 0 0 0 p 12C-Osw 0.091 2.38 1,51 0 0 0 0 C 1613-30ad 0M2 0.84 1,76 155 155 130 273 F 19A-Obscp 0-295 2.89 2.04 0 0 0 0 F 19C-19cscp 0.049 0,44 0.31 33 33 15 10 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 61 c) AED excursion 1 74 Envelope loss/gain 144 210 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 500 Subtotal (lines 6 to 13) 144 710 Less external load 0 0 Less transfer 0 0 Redistribution 144 710 14 Subtotal 0 0 15 Duct loads 200% 261% 0 0 Total room load 0 0 Air required (cfm) 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vwrightsoft, 2017-Jun-19 M39:05 Right-SuiteG Universal 2017 17.0,23 RSU16877 Page 10 Desklop\TEMP PRINT\Lot 266 Redwood LHG - N.rup Calc = MJ8 Building faces: N Duct System Summary Job: Lot 266 Redwood LHG - N wrightsoft Date: 06-19-2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park. FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, Fl Heating Cooling External static pressure a50 in H2O aso in H2O Pressure losses 0.16 in H2O 0.16 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.251 in/100ft 0.251 i n/ 1 00ft Actual air flow 0 cfm 1000 cfm Total effective length (TEL) 136 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg. Eqv Ln (ft) Trunk BED2 c 1843 0 94 0.327 6.0 Ox 0 VlFx 9.0 95.0 stl BED3 C 2814 0 144 0307 7.0 Ox 0 VlFx 15.6 95.0 stl BTI-12 c 161 0 8 0.322 4.0 Ox 0 VlFx 10.5 95.0 SO FAM c 2219 0 114 0,270 6.0 Ox 0 VlFx 20.8 105.0 st2 FAM-A c 2219 0 114 0.251 6.0 Ox 0 VlFx 25.7 110.0 st2 KIT c 1987 0 102 0.303 6.0 Ox 0 VlFx 7.2 105.0 st2 LAUN c 850 0 44 0.305 4.0 OX0 VlFx 16.5 95,0 stl IVIBED c 2485 0 127 0.278 7.0 Ox 0 VlFx 22.5 100.0 st3 MBED-A c 2485 0 127 0.280 70 Ox 0 VlFx 21.2 100.0 st3 METH c 389 0 20 0.288 4.0 Ox 0 VlFx 18,1 100.0 st3 MTOI c 42 0 2 0.275 4.0 Ox 0 VlFx 23.8 100,0 st3 MWIC C 179 0 9 0.299 4.0 Ox 0 VlFx 137 100.0 stl PNTY c 83 0 4 0.283 4.0 Ox 0 VlFx 15.3 105.0 st2 PWDR c 995 0 51 0.255 4.0 Ox 0 VlFx 23.2 110.0 st2 T012 c 750 0 38 0.313 4,0 Ox 0 VlFx 13.6 95.0 SO Trunk Htg Clg Design Veloc; Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 0 385 0.251 705 10.0 0 x 0 Vin]Flx stl Peak AVF 0 338 0.299 620 lao 0 x 0 VinIFIx st3 Peak AVF 0 277 0.275 627 9.0 0 X 0 VinlFlx Boldlitalic values have been manually overridden 2017-Jun-19 10:39:06wriS;htSOft' Right,SuiteO Universal 2017 17,0,23 RSU16877 Page Iim ... ,Deslklop\TEMP PRINT\Lot 266 Redwood LHG - N.rup Cale = MJ8 Building faces: N Name Grille Size (in) Htg cf M) CIg cf M) TEL ft) Design F R Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb4 Ox 0 0 1000 0 0 0 0 Ox 0 VlFx 2017-Jun-19 10:39 06 li + wrightsoft," Right-SuiteO Universal 2017 1T0,23 RSU16877 Page 2 zt* .. Desktop\TEMP PRINTI'Lot 266 Redwood ERG - N.rup Calc = MJ8 Building faces: N inhm tat`K: Pressure and Fr~cO`U Rate xvu L ua*Redwood L*G-m Date: 06-19-2017 Entire House By: xr/Mc/Bp One Stop Cooling and Heating For: Taylor Morrison Sanford, Fl Heating Cooling inH2O) inH20) External static pressure 0.50 0.50 Pmoaum|ooaoo Coil O O Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.83 Filter 0. 10 0.18 Humidifier 0 0 Balancing damper 0 O Other device O U Available static pressure 0.34 0.34 Total Effective Length Supply Return ft) h) Measured length ofrun-out 23 O Measured length udtrunk 3 0 Equivalent length cdfittings 110 O Total length 138 0 Total effective length 138 Friction Rate Heating Cooling n/10Oft) in/1OUft) Supply Ducts 0.251 >U.18 0i251 >0,18 Return Ducts 0.251 >U18 0.251 >O]8 Fitting Equivalent Length Details Supply 4X= 35 11K4=20 111=10. 11G~5, 11G=6 1A=35:7o*dEL=110 Return TotalEL= O mn,-J"°, e,00eo wrightSOft' nwm- sv,OUniversal 20,, 17,0,23nam6877 Page 1 Level I tz LANAI TTORAGC UP FLOOR AOOVE iiiiV CA 5 OPENER AREA. OPT W nrcnRnniNo FAMILY1000-2W V4 f IU110-2W 114 cfm OR iQ STORAGE 6" 6- 104 102 cfm 6 80 IT( 4_tfln 4' MICRO s WALLS 2wn1v Uos, 4 mol* "Mmm 16, 1 cI GE FlFQR WH 1 CAR GARAGE wmsl c r LONE OF 6 H GARAGE DOOR PWDR 1 CLG WIQ ON GAR OR EFI 50 CFM Fan EF2 = 80 CFM Fan EF3 110 CFM Fan EFL1 m50CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roo, VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Uneset Chase Condensate Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box GT a Sup Pjsef CAFE N Onc SAW1W NDR y. FOYER JXjM rs TR Y ASAo I 14 AC PADS BYGC MIN SIZE 40" X40" 36'. SEPARATION 16" OFF WALL PVC REFRIG LINE CHAS ES ByGC I Level 2 I I 2p99 FG EQ- 3NTEMP. E4RESS N13p sn YJS(t 3F< a'fi OW f SO CtG. jkyl t t 4 OWNERS a SUITE vA —SR B 2 8t t A 42'KNEE WAG. wl CAP 9R. P tfNA xn prENEO AR.;:A. d4 x'14G Tf:BoRmqnt 7 „ 12 127 cfm 10x6127cfm 4„, zw al s.. 1l 20 cfm8x4 W1eai 14x14, r) OWNEV fi« " ZflxA t BATH TEMP Gt Do " yRCat W, TF S8x4TEMPGLASS80 iIENLAUNDR3AcfmENCLOSURE e's-c a Sup Fdsc .z'xaP4 101, s')WlR oRren aNt 98cfm VENT 9e 1w1s 24XIE RA t 4 iN.I.C. W741 1000 cfmt"' a.wow UB z M A"IC 1 h p A ERS V SRB18x44„ ,w, cfm Wr. BATf $4z 4 " 10 x 10 910x6 t ; a'-o^ar. cTMTt Au 2a6WALL 9" BEDROOM !! 1H •p t i .- z,zasa 10 x110 c 144 cfm 10x8 ECREss BEDROOM 3 LWE Of FLOOR ULOWJaraci:iz. 4( \A0 rmmj- EFffe6b CFM Fan 4; EF2 = 80 CFM Fan 4 I EF3 = 110 CFM Fan EFL = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Root VTW m Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate i Y = Thermostat 18/8 SRB= Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box Job #: Lot 266 Redwood LHG - N One Stop Cooling and Heating Scale' 1 :74 Per onned by XFlMC for: PaqR 2 Tap Moo* W 7225 Sanosco ee Coul P#4S AOM ke sal 2017 Winter Park, FL 32792 23 RSU162022Sareom,R Phone: (407j629 -6920 Fax:(407)629-9307 17 WWwO reS lop coo ingcom CITY OF SANFORD BUILDING & FIRE PREVENTION F PERMIT APPLICATION Application No: Documented Construction Value: Job Address: 3~ t4tj9rmre-L4,Kt Historic District: Yes EI NoF-xl Parcel ID: 2:Z-19-30-IP(o-00004*1: 0 Residential IR CommercialEl Type of Work: New El Addition F AlterationEl RepairEl Demo El Change of Use El Move El Description of Work: NEW SINGLE EAMILY IQWNH HQME UNIT - TH RNEBRQQK PHASE 6' LOT NUMBER :,..2,45_ Plan Review Contact Person: Daehne Clark Title: Phone: 4QZ-25Z-694Q Fax: Email: daphned Permits PermifsPerm its. co Property Owner Information 0 Name Street 151 SOUTHHALL LANE # 200 City, State Zip: 11A/ Al I L4\NU FL 32751 Phone: 407-629-0077 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Arch itectlEng ineer Information Name: Street: City, St, Zip: Bonding Company: UJA Address: Phone: Fax- E- mail: Mortgage Lender: - N16 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 a I a Revised: June 30, 2015 Permit Application NO"fICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the publie 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 perrnit is verification that I will notify the owner ofthe property ofthe requirements ofFlorida lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal" A copy ofthe 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 effcct 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. f // Si tahuc of Owns t Agcnt Date r TAYLOR MORRISON O RIDA INC Ili int Own er/Age t ,. Name AllsignatwcofNotiS {rtrrlicla n J Date 41, 4.1 t,^zY Ftfr, l.A. t-1. rjt lili"t 2C9148 h MY C EXPIRES: June 27, 2019 6on84ftlT0ru tluQgetNotary se"roe Owner/Agent is _YES Personally Known to Me or Produced 11) N/A-- Type of 1D s. nature of Contr<xaor/Agent D<ttst JOHN ASA WRIGHT Fria Cc nu ictor/Ag Add tc t SinatureoC 'onry-Staleot Florida Date au P Y P' le D. A. CLARK MY COMMiSSiON # FF 209109 EXPIRES, June 27, 2019 or cY , s n ed Rr Sudget Notary Services Contractor/Agent is YES Personally Known to Me or Produced ID -N/A-- Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ER F,Iectrical ® Mechanica[ ® Plumbing®` Gas Roof' Construction Type: li Occupancy Use: Flood Zone: Total Sd Ft of Bldg:_ - S Min. Occupancy Load: t - # of Stories:- .. New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: U I`1[,["I"[l S: WASTI WATLA: _ t?NG[NfT'RING:u i :- -700 Ok to construct townhome with COMMENTS: __ setbacks and impervious area shown on plan. No additional impervious permitted beyond initial construction, BUILDING -5C '7- 6- 0 Revised June 30, 201j t'ennit Application REQUIRED INSPECTION SEQUENCE Permit # 17-2281 thru 17-2287 Address: 330 - 354 Mistv Grove Ln BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill I Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final Min YIM". Max Ell Ins ection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final REVISED: June 2014 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 350 Misty Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2650 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: 11001 New structure F] Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition F-1 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) 50, 00 AW 11 ON 0 VWE' M INi1N111151, Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: -September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F-1 The parcel is in the: 0 floodplain 0 floodway F-1 A portion of the parcel is in the: F-1 floodplain 17-71 floodway W The parcel is not in the: FE-1floodplain E]floodway F-1 The structure is in the: Elfloodplain Elfloodway El The structure is not in the: E] 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# 17-2286 Reviewed by: Michael Cash, CFM Date: August 8, 2017 LE 13 Application for Right -of -Way Use for Driveway, Walkway & LandscapeP-0 R I D,1t-0 R %, Department of Planning & Development Services 1877 — wwwaanfordfLgov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407,688.5140 Fax: 407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. 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 size and location of the existing right—of-way and use shall be provided or application could be delayed. xmw wmt,* below. 1A7N"M1AVWr 2_!' Call before youdig. 1. Project Location/Address: 3 O t4i,s +" Q it 2. Proposed Activity: VfDriveway 11 Walkway 0 Other: 3. Schedule of Work: Start Date Completion Date El Emergency Repairs 4, Brief Description of Work: sWIRFMAY M9 9& FA t Maintenance Responsibilitiestindemnification 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 sad installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no 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 Improve- ment 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 Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employees 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. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: I - This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 640124 hours In advance to schedule a pro -pour Inspection. Pre -pour Inspection by: tieprtemoartuiu ROW U4* Driveway,pdf 10 SCPA Parcel View: 27-19-30-506-0000-2650 http://parceidetaiI.scpafl.org/ParceIDetaiIInfo.aspx?PiD=2719305060... Parcel: 27-19-30-506-0000-2650 115 Owner: TAYLOR MORRISON OF FL INC Property Address: 350 MISTY GROVE LN SANFORD, FL 32771 Parcel Information Value Summary Parcel 27-19-30-506-0000-2650 2017 Working 2016 Certified Owner TAYLOR MORRISON OF FL INC Values Values Valuation Method Cost/Market Cost/Market Prop" Address 350 MISTY GROVE LN SANFORD, FL 32771 Number of Buildings 0 0 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Depreciated Bldg Value 0 Subdivision Name TH R BR HA EDepreciated EXFT Value 0 Tax District SI-SANFORD Land Value (Market) $18,300 0 DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag 0 Exemptions $18,300 0 Portability Adj 0 Save Our Homes Adj $0 0 2,*, + 22 22 22 22 22 12233€ 22,31 22 i 2c Amendment 1 Adj $9,667 0 P&G Adj $0 0 N) C> C> 1 C Assessed Value $8,633 0 CD 'I Tax Amount without SOH: $0.00 CIO ZQjQ—TM3AhMqMM $0.00 Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS Legal Description LOT 265 THORNBROOKE PHASE 5 PB 81 PGS 68 & 69 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $8,633 $0 $8,633 Schools $18,300 $0 $18,300 City Sanford $8,633 $0 $8,633 SJWM(Saint Johns Water Management) $8,633 $0 $8,633 County Bonds $8,633 $0 $8,633 Sales Description Date Book Page Amount Qualified VacAmp No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $18,300,00 $18,300 Building Information Permits Permit # Description Agency Amount CO Date Permit Date I of 2 7/24/17, 3:14 PM COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100005 BUILDING APPLICATION #: 17-10000572 BUILDING PERMIT NUMBER: 17-10000572 DATE: August 17, 2017 UNIT ADDRESS: MISTY GROVE LN 350 27-19-30-506-0000-2650 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR 4350 MAITLAND FL 32751 LAND USE: THORNBROOKE PH 5 LOT TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 350 MISTY GROVE LANE THORNBROOKE PH 5 LOT 265 TOWNHOME FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1,000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* 00 .000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Multifamily 2,450.00 1.000 dwl unit 2,450.00 PARKS N/A LAW ENFORCE N/A 00 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 STATEMENT RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND* ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE.P DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT k 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT TijIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PER IT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THP REQUEST FOR REVIEW MUST MEET THE RE8UIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES OVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356, PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 11OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407--665-7356. v Parcel lDNumhn'|0'6»4 O-w( Prepared By Kim Carter and Taylor Morrison Homes Return To 26O0Lake Lucien Drive, Suite ]5O Maitland, FL3275| NOTICE OF COMMENCEMENT. State o[Florida. County of8onuimo|o' UU0NN0NX 000U NUNN000 VU 0NN 0 U 0 UQ0N 0 NWU UU0| GRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER DK 8960 Py 1456 (1Psy) CLERK' S 2017075936 RECORDED 07/27/2017 10:01:53 AM RECORDING FEES $10.00 RECORDED BY tsmith The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description ufpropert} y: ?26-/l Legal Description Thornbrooke Phase according Nthe plat thereof, as recorded in Plat 800k_,Jl_PaAouwy&yu[the public records o[Seminole County. General description o[improvements , Single Family Home Owner information Nmnc Taylor Morrison o[Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, Ft. 32751 4. Fee Simple Title Holder: N,/\. i Contractor name and address / Nmne Taylor Morrison of' Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL, 3275 1 6. Surcty:N.A. 7, Londor N.&. 8. Persons within tile State of Florida designated by the Owner upon whom notices or other (10CUrnents may boserved usprovides by71 8(l)(a)7, Florida Statutes: N.A, 9In addition to himself', Owner designates the following to receive a copy of the Lienor's Notice as provided io7|lD(\)(b)'Florida Statutes. N.A. O. Expiration date ofnotice urcoin moncumcoLOne year from the date v[recording, WARNING 0OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION 0FTHE NOTICE 0FCOMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713,13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. l.Date Signed Signature o[Owner's Agent: ohn Asa Wright Taylor Morrison of Florida Sworn to and Subscribedbofh this hvJohn Wrightwho Notary Public DA Clark My commission expires: 6/27/19 Signature: — 9 . CITY OF SANFORD BUILDING & FIRE PREVENTIONJAN024 PERMIT APPLICATION Application No. Documented Construction Value: $ 4907 Job Address: 350 Misty Grove Lane Historic District: Yes [I No Parcel ID: (Thornbrook Lot 265) Residential [Z CommercialEl Type of Work: New 2 Addition D Alteration D RepairEl DemoEl Change of UseEl Move El Description of Work: Install new 2.5 ton HVAC with duct work (4 exhaust 1 dryer) Plan Review Contact Person: Adlyn Rodriguez Title: Permit Clerk Phone: 407-975- 2762 Fax: Email: adlyn.rodriguez!2onestopcoolie g.com Property Owner Information Name Taylor Morrison of Florida Phone:. 407-629-0077 Street: 2600 Lake Lucien Drive Suite 350 City, State Zip: Maitland, FL 32751 Resident of property? : Contractor Information Name One Stop Cooling and Heatin Phone: 407-975-2762 Street: 7225 Sandscove Count Fax: 407-629-9307 City, State Zip: Winter Park, FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Street: Phone: Fax: City, St, Zip: E- mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST 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. FRC IK3 Shall be Inscribed with the date of application and the code In effect as of that date; 514 Edition (2014) Florida Building Code Revised: June 30, 2015 Pernik Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issucd OWNER'S AFFIDAVIT: I certify that all of the fore be done in compliance with all applicable laws regula Signature of0wocr/Agent Date Print Owner/Agent's Name Signature ol'Notary-State of Florida Date information is accurate and that all work will histructipri and zoning. 0 01/05/2018 of dontractor(Agmt Date Kevin Stine Print Contractor/Agent's Name Signature KELLY WEBSTER Notary Public - State of Florida Commission # FF 978034 My Comm. Expires Apr 4. 2020 Owner/Agent is — Personally Known to Me or Contractoir/Age-RT JT-7T"`FRM Produced ID - Type of ID Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [] Electrical 0 Mechanical [] Plumbingn Gas F1 Roof [] Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes M No P # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: YesE] No[] WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application A SUBDIVISION: hfV&L CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I -+ - 9 ?& Documented Construction Value: Job Address: M;-,S 14 OYNie, Historic District: Yes 0 NO K-1/ I ly Parcel ID: Residential CommercialD Type of Work: New Addition El Alteration D Repair 0 DeiinoF] Change of Use El move El Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Name Street City, State Zip: Im Email: Property Owner Information Phone: Resident of property? Contractor Information Name NORTHWEST PLUMBING OF ORLANQ0 Phone: (770) 941-5421 x 2082 Street 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name Street, City, St, Zip: Bonding Company: Address, Fax: (770) 941-9522 State License No.: CFC1426562 Arch itect/Eng I nee r Information Phone: Fax: E-mail: Mortgage Lender: Address, NVARNINGTO OWNER: YOUR FAILURE TO RECORD A NOTICE OFCOMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTV, A NOTICE OF COMMENCEMENT MUST RE RECORDED AND POSTED ONT11E, JOB SITE BEFORE THE FIRST INSPECTION, (F YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING. YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain it permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the iSSUance ofa permit and that all work will be performed to meet standards of all laws regulating consti-1.10011 in this jurisdiction. I understand that a separate permit most be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc, FRC1053 Shall be inscribed with the date of application and the code is effect as of that date: 5"Edition (2014) Florida Building Code Reviscd June 30, 2015 Permit Application ` 6 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 waternianagernentdistricts, state agencies, or tederal agencies Acceptance of permit is verification that I will notify the owner ofthe property of the requirements of Florida Lien Law, FS 713 The City of'Sanford requires payment of a plan review fee at the time ol'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 tune Of Submittal The actual construction value Will be figured based on the Current ICC Valuation Table it, 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 constructiop-and zoni t sigriatureof6wiltri gent [late Signature ofContr trlA eatate Print Ohio/Agent's S1911.1.1t orNotarv-State ot'Florida Date Owner/Agent is Personally Known to Me or Produce(] ID _ Type of 11) Print Contra *r/Age I s Name 0o%IIIIIIIII1111,//z7sQSANiy, z Si nature of otary-State of londa )ate EXPIRES GEoRGIA JUNE 8, 2020 Contractor/Agent is Personally Known ON Produced 11) __ Type of ID _ BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingFl Electrical n Construction Type: Total Sol Ft of Bldg,: Mechanical n Plurnbingn Gasn Roof 0 Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes R No F] # of Heads - Fire Alarm Permit: Yes R No R APPROVALS: ZONING ENGINEERING: COMMENTS, UTILITIES: FIRE: WASTE WATER: BUILDING: Revised June 30, 2015 Permit Application UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing - Threshold Inspection Building Codc, Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 UES Project No: 0110. 1401008.0000 Workorder No: 9339084-2 Report Date: 11/13/2017 tV J -7 In -Place Density Test Report Client: Taylor Morrison of Florida, Incorporated LIES Technician: Markus Jones 2600 Lake Lucien Drive Suite 350 Date Tested: 11 /08/2017 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Type of Test• Area Tested: Residential Townhome Pad, Lot 265 Field: ASTM D-2937 Drive Cylinder Method Material: Native Laboratory: ASTM D 1557 Modified Proctor Reference Datum: 0 = Bottom of Foundation Footing The tests below meet the 95% minimum com action requirement. Maximum Optimum Field Dry Field Soil Pass Test Density Moisture Density Moisture Compaction or No. Location of Test Range Pcf) pcf) Fall 4 South Footing 0-1 ft 108.3 10.7 107.1 9.2 99 Pass 5 W st Footing 1-2 ft 108.3 107 109.8 10.1 101 Pass 6 Center of Pad (TOF) 1-2 ft 1 108.3 1 10.7 1 105.3 1 T2 97 Pass Remarks: ( TOF ) 0 = Top of Fill 350 Misty Grove Lane To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 qw CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:/ (4 Documented Construction Value: S Job Address: Historic District: YesEl N,,o R Parcel 1D: Residential Commercial F Type of Work: New 2Addition El AlterationD Repair[] Denion Change ofUseEl INTove E] Description 0 ork:fk --- '-f E [(r 4' -r I r-, Hnr-d \/ i1c< C-'7 ill 7 PlanReview Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name- f— Pcl-tr I C- 1 1-. Cj Phone: Street: Q Fax: qC—L Fi5 I City" State Zip: I State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Arch itect( Eng I nee r Information Phone: Fax E- mail: lortcraue Lender: tn' Address: W' ARNING TO ONINER: YOUR FAILURE TO RECORD A NOTICE OF CONTNTENCEMENT MAY RESULT [".\YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CWABIENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT NNITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING VOUR NOTICE OF CONIMENCEINIENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has corn nenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constriction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FRC 105. 3 ShaU be !ascribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Buflffng Code Revised:,Tune 30, 3015 PtMlitApplicatiOT) Iwo 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 ftom other governmental entities such as water management districts. state agencies, or federal agencies. M - 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 reviev. fee at the time of perutit 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 subtrunal. The actual construction value will be fiizured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance xvith 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, 0N8,'.NER'S AFFIDANTM I certify that all of the foregoing information is accurate and that ail work wil.1 be done in compliance with all applicable laws regulating coustruction_4DA-zatinag. Signature of Ot-mer, Agent Date Print 0xmer/Agezit's Name Signature of Notary -State of Florida Date Owner/ Agent is Personally KnoNvn to Me or Produced ID - Type of 11) STEPHANIE RALLO Commission# FF 175017 Expires November 2018 Con ovni to Me or Produced ID Type of ED BELOW IS FOR OFFICE USE ONLY Permits Required: Building 0 Electn'cal [] MechanicalE] PlumblllgQ Gas 7 RoofE] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes [I No 0 'r of Heads A- PPRON'ALS: ZONING: ENGINEERING: C 01NIME N, T S: UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes[] -""07 WASTE WATER: BUILDING: Revised. June 30, 2015 Permit Apptication FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 265 RedwQod LHG - N Builder Name: One Stop Cooling and Heating Street: 1 Ci -A- Permit Office: 'Sa-47 L 1, 0 City, State, Zip: Sanford , FL , Permit Number: 7 2 2Owner: Taylor Morrison Jurisdiction: Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1 New construction or existing New (From Plans) 9, Wall Types (1062.7 sqft,) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=1 3,0 400.00 ft2 b. Frame - Wood, Adjacent R=11.0 345.33 ft2 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=41 317.33 ft2 4. Number of Bedrooms 3 d, N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1160.0 sqft.) Insulation Area a. Under Attic (Vented) R=30,0 11%00 ft2 6. Conditioned floor area above grade (W) 1957 b. N/A R= ft2 Conditioned floor area below grade (W) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(l 73.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 391.4 a. U-Factor: Dbl, U=0.34 165.37 ft2 SHGC: SHGC=032 b. U-Factor: Dbl, U=0.31 8.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.34 a. Central Unit 30.0 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 26.4 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2,237 ft. Area Weighted Average SHGC: 0.321 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (1957.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=O O 907,00 ft2 b. Conservation features b, Floor Over Other Space R=0.0 797.00 ft2 None c. other (see details) R= 253-00 ft2 15. Credits Pstat Glass/Floor Area: 0,089 Total Proposed Modified Loads: 44.62 PASSTotalBaselineLoads: 47.28 1 hereby certify that the plans and specifications covered by Review of the plans and TBB S74 this calculation are in compliance with the Florida Energy specifications covered by this 0 AV Code. D,gitatly signed by Boon Bolan PaukoviC Paukovic calculation indicates compliance with the Florida Energy Code. Date: 2017.06.19 10:36:48 -04'00' Mal PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code 100 OWNER/AGENT: + BUILDING OFFICIAL: DATE: -7 - 2*- 17 DATE: Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1,2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 6/19/2017 10:34 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot 265 Redwood LHG - IN Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1957 Lot # 265 Owner: Taylor Morrison Total Stories: 2 Block/Sub Division: Thornbrooke TH of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 270 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE V IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FLORLANDO-INTLAR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1957 16835.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1 st Floor 907 84351 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1050 8400 No 4 3 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- ---- 253 ft2 11 0.29 0 0.71 2 Slab -On -Grade Edge Insulatio 1st Floor 34 ft 0 907 ft-' 029 0 0.71 3 Floor Over Other Space 2nd Floor ---- ---- 797 f12 0 0.29 0 0.71 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul, deg) 1 Hip Composition shingles 1297 ft2 0 ft2 Dark 0.6 N 0.6 No 0 26.6 ATTIC V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1160 ft2 N N 6/19/2017 10:34 AM EnergyGauge@ USA - FlaRes2014 Section R405,4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING V# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Blown 1160 ft2 0.1 Wood WALLS VAdjacent Space Cavity Width Height Sheathing Framing Solar Below Omt To Wall Type R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% I N=>W Exterior Frame - Wood 2nd Floor 13 7 0 8 0 56.0 ft2 0 0.25 0.6 0 2 N=>W Exterior Concrete Block - Int Insul 1 st Floor 4.1 3 0 9 4 28.0 ft2 0 0 0.6 0 3 E=>N Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 025 0.6 0 4 E=>N Exterior Concrete Block - Int Insul 1 st Floor 4.1 9 6 9 4 88.7 W 0 0 0.6 0 5 W=>S Exterior Frame - Wood 2nd Floor 13 21 6 8 0 172.0 ft2 0 0.25 0.6 0 6 W=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 21 6 9 4 200.7 ft2 0 0 0.6 0 7 SW Garage Frame - Wood 1st Floor 11 37 0 9 4 345.3 ft2 0 0,25 0.6 0 DOORS V Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E=>N Insulated 1st Floor None .4 3 8 24 ft2 2 -=>SW Wood 1st Floor None .46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered orientation (=>) changed to As Built (rotated 270 degrees). Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 e=>N 3 Vinyl Low-E Double Yes 0.34 0.32 30,0 111 1 ft 0 in 2 ft 0 in Drapes/blinds None 2 e=>N 3 Vinyl Low-E Double Yes 0.34 0.32 15.4 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 3 e=>N 4 Vinyl Low-E Double Yes 0,34 0.32 4.0 ft2 1 ft 0 in 11 ft0in Drapes/blinds None 4 W=>S 5 Vinyl Low-E Double Yes 0,34 0.32 14.6 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 W=>S 5 Vinyl Low-E Double Yes 0.34 032 30.0 ft2 1 It 0 in 1 ft 0 in Drapes/blinds None 6 W=>S 5 Vinyl Low-E Double Yes 0.31 0.34 8.0 ft2 1 It 0 in 2 It 0 in Drapes/blinds None 7 w=>S 6 Vinyl Low-E Double Yes 0.34 0.32 17.9 ft2 13 ft 0 in 2 ft 7 in Drapes/blinds None 8 w=>S 6 Vinyl Low-E Double Yes 0.34 0.32 17.5 ft2 I ft 0 in 11 ft 0 in Drapes/blinds None 9 W=>S 6 Vinyl Low-E Double Yes 0.34 0.32 36,0 ft2 1 ft 0 in 11 ft0in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg, Wall Height Exposed Wall Insulation 1 253 ft2 253 ft2 64 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACM ACH 50 1 Wholehouse Proposed ACH(50) .000273 1402.9 77.02 144.85 2456 5 J 6/19/2017 10:34 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 26.4 kBtu/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr 900 cfm 0.75 1 sys#1 HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool 1 Attic 6 391A ft Attic 97.85 ft Prop. Leak Free 2nd Floor cfm 58.7 cfm 0.03 0.50 1 1 TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar Apr May JulugJunHeatingSepOctNovDecHJanFeb?C Mar A pr I May X Jun Julugxl11xl SepJXJ Oct NovN DecHVentin9JanFebMarAprMayJunJulAugSepOctNovDec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/19/2017 10:34 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Kesidential Whole Building Performance and Prescrietive Methods IADDRESS: Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 0 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. 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 I and 2, and 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, 0 R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. 0 R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0,3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMAIWDMA/CSA 101/1,S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 0 R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering, 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1 Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0,1 inches w,g. (25 Pa) across the entire system, including the manufacturer's air handier enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handier enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9,29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope, 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/19/2017 10:35 AM EnergyGaugeG USA - FlaRes2014 - Section R405.4.1 Corn Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums, 0 R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 OC) or below 55°F (1 3'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank, R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 1 001F to 140°F (38°C to 60'C). R403.4.4.1.2 Shut down, A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403,4.4,2. 1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems, Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and Be installed at an orientation within 45 degrees of true south, 0 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 0 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing, System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/19/2017 10:35 AM EnergyGauge@ USA - FlaRes2014 - Section R405A.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity, (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains it the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6. 11 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6. 1. 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403,9.1 through R403,9,3 and in accordance with ANSI/APSP-1 5. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21,56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights, R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature, A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. 0 R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. 0 R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception; Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. 0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. 0 R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R- 19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-1 0 is allowed. 6/19/2017 10:35 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 1 Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows- Description a. U-Factor: Dbl, U=034 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0,31 SHGC: SHGC=0.34 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 Other Space c, other (see details) Sanford, FL, New (From Plans) 9. Wall Types Multi -family a. Frame - Wood, Exterior b. Frame - Wood, Adjacent c, Concrete Block - Int Insul, Exterior 3 d. N/A 10. Ceiling TypesNoa. Under Attic (Vented) 1957 b. N/A Area c. N/A 165,37 ft2 11. Ducts a, Sup: Attic, Ret: Attic, AH: 2nd Floor 8.00 ft2 12. Cooling systems ft2 a. Central Unit ft2 2.237 ft. 0.321 Insulation Area R=0.0 907.00 ft2 R=0.0 797.00 ft2 R= 253,00 ft2 13. Heating systems a, Electric Heat Pump 14. Hot water systems a. Electric b, Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPIL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: -7,d,(e -,,'I Address of New Home: g5?> k `(-j _(t . City/FL Zip: Insulation Area R-13.0 400.00 ft2 R=1 1.0 34533 ft2 R=4.1 317.33 ft2 R= ft2 Insulation Area R=30.0 1160.00 ft2 R= ft2 R= ft2 R ft2 6 391.4 kBtu/hr Efficiency 30.0 SEER:15.00 kBtu/hr Efficiency 26.4 HSPF:9.00 Cap: 50 gallons EF: 0.9 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. 6/19/2017 10:34 AM EnergyGaugeO 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 265 Redwood LHG - N Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall, Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/19/2017 10:35 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsoftq Project Summary Entire House One Stop Cooling and Heating Job: Lot 265 Redwood LHG - N Date: 06-19-2017 By: XFIMC/BP 7225 Sandscove Court, Winter Park. FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web. www OneStopCooling,com License CAC032444 For: Taylor Morrison Sanford, FI Notes: Desig-n Information Weather: Orlando Intl AR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 IF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9678 Btuh Structure 15515 Btuh Ducts 1936 Btuh Ducts 3986 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11614 Btuh Use manufacturer's data n Rate/swing multiplier Equipment load 0.97 18994 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 2921 Btuh Ducts 807 Btuh Central vent (0 cfm) 0 Btuh Heatin Coolin none) Area (ft2) 10 1 9j Equipment latent load 3729 Btuh Volume (ft3) 16761 16761 Air changes/hour 0.43 0.23 Equipment Total Load Sen+Lat) 22722 Btuh Equiv. AVF (cfm) 120 64 Req. total capacity at 0 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-030-230-19 Cond 14HPX-030-230-19 AHRI ref 7044384 Coil CBX27UH-030-230*++TDR AHRI ref 7044384 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 22500 Btuh Heating output 26400 Btuh g 470F Latent cooling 7500 Btuh Temperature rise 0 OF Total cooling 30000 Btuh Actual air flow 0 cfm Actual air flow 1000 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 20 OF Backup: Input = 0 kW, Output = 0 Btuh, 100 AFUE Boldlitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 2017-Jun-19 10:31:47wrightsoft, Right -Suited Universal 2017 17,0,23 RSU16877 Page 1 Desktop\TEMP PRINT1Lot 265 Redwood LHG N,rup Cale = MJ8 Building (aces. N wrightsoft, Right-JS Worksheet Entire House One Stop Cooling and Heating Job: Lot 265 Redwood LHG - IN Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web www.OneStopCooling com License CAC032444 I Room name Entire House PWDR 2 Exposed wall 84.0 it 6.5 it 3 Room height 8.6 It d 9.3 If heat/cool 4 Room dimensions 4.0 x 8.0 it 5 Room area 19%8 ft2 32.0 W Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuhlftl-'F) Bt W) I or perimeter (it) Bt h) I or perimeter (ft) Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P,,S Heat cool 6 W 12C-Osw 0.091 n 2.38 2.41 56 56 133 135 0 0 0 0 W 13A-4ocs 0.143 n 3.73 2.90 28 28 104 81 28 28 104 81 12C-Osw 0.091 e 2A81 2,41 172 127 301 305 0 0 0 0 4A5-2ov 0.340 e 8,87 31.45 30 0 266 944 0 0 0 0 11 4A5-2ov 0.340 e 8.87 31.45 15 0 137 485 0 0 0 0 13A -4ocs 0.143 e 3.73 2.90 88 60 225 175 33 29 107 83T:fD 4A5-2ov 0,340 e 8.87 31.45 4 0 35 126 4 0 35 126 11DO 0.390 e 10.18 12,27 241 24 244 294 0 0 0 0 12C-Osw 4A5-2ov 0,091 0,340 w w 2,38 8.87 241 31,45 172 15 119 0 284 129 287 459 0 0 0 0 0 0 0 0 4A5-2ov 4135-2fv 0.340 0.310 w w 8.87 8,09 31.45 32,48 30 8 0 0 266 65 W 260 0 0 0 0 0 0 0 0 1 3A -4ocs 0.143 w 3.73 2.90 200 129 480 372 0 0 0 0 10D-v 4A5-2ov 0340 0.340 w w 8.87 8.87 7.73 31,45 18 18 18 0 159 155 138 550 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8,87 31.45 36 0 319 1132 0 0 0 0 P 12C-Osw OMI 2,38 1,51 344 344 817 518 116 116 276 175 c 16B -30ad 0.032 0.84 1.76 1116 1116 932 1962 11 11 9 i8 F 19A-Obscp 0.295 2.89 2,04 11 11 31 22 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 254 254 112 79 0 0 0 0 F 22A-tpm 1,180 30.80 0.00 852 34 1047 0 32 7 200 0 61 c) AED excursion 1 13111 1 13 Envelope loss/gain 6243 10579 731 470 12 a) Infiltration 3436 1295 290 109 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Ca) 230 4 920 0 0 Appliances/other 2720 10 Subtotal (lines 6 to 13) 9678 155151 1021 590 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 368 202 14 Subtotal 9678 15515 1389 792 15 Duct loads 1 20% 1 26% 1 1936 3986 201% 261% 278 1 203 Total room load 11614 19501 16671 995 Air required (cfm) 01 1000 0 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vwrights4oft, Right -Suite@) Universal 2017 17,0.23 RSU16877 2017-Jun-19 10:31 47 Al:Z, Page I Desklop',TEMP PRINT\Lot 265 Redwood LHG - N.rup Calc = MJ8 Building faces N wrightsoft Right-JO Worksheet Job: Lot 265 Redwood LHG - N Entire House Date: 06-19-2017 One Stop Cooling and Heating By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web www OneStopCooling.com License: CAC032444 I Room name KIT FAM 2 Exposed wall 0 If 17.5 If 3 Room height 9.3 it heat/cool 9,3 It heat/cool 4 Room dimensions 1.0 x 293.5 If 1.0 x 347.8 It 5 Room area 293.5 W 347.8 ft2 Ty Construction U-value Or HTM Area 0112) Load Area (w) Load number Btuhfftl-'F) Btuh,1ft2) or perimeter it Q Bt h) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat cool 6 W 12C-Osw 0,091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 n 3,73 2.90 0 0 0 0 0 0 0 0 L: 12C-Osw 0.091 e 2.38 2.41 0 0 0 0 0 0 0 0 2 4AS-2ov 0Z40 e 8,87 31.45 0 0 0 0 0 0 0 0 1 4A5-2ov 0Z40 e 8,87 311.45 0 0 0 0 0 0 0 0 13A Aocs 0,143 e 3.73 2.90 0 0 0 0 0 0 0 0 f4A5-2ov D 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 11DO 0.390 e 10.18 12.27 0 0 0 0 0 0 0 0 12C-05w OMI w 2.38 2,41 0 0 0 0 0 0 0 0 4A5-2ov U40 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0Z40 w 8.87 31.45 0 0 0 0 0 0 0 0 4135-2fv 0,310 w 8.09 32.48 0 0 0 0 0 0 0 0 1 3A-4ocs 0.143 w 173 2.90 0 0 0 0 163 91 341 265 10D-v 0.340 w 8.87 7.73 0 0 0 0 18 18 159 138 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 18 0 155 550 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 36 0 319 1132 P 12C-Osw 0.091 2.38 1.51 65 65 155 98 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-Obsep 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csco 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1A80 30.80 0.00 294 0 0 0 348 18 539 0 6 c) AED excursion 122 992 Envelope loss/gain 1 155 24 1513 3078 12 a) Infiltration 0 0 781 294 b) Room ventilation 0 0 0 0 13, Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 12001 0 Subtotal (lines 6 to 13) 155 1176 2294 3372 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 735 404 440 159 14 Subtotal 890 1581 2735 3531 15 Duct loads 20% 1 26% 1 178 406 20% 26% 5471 907 Total room load 1 1068 1987 3282 4438 Air required (cfm) 0 iQ2 01 228 Calculations agproved by ACCA to meet all r2quirements of Manual J 8th Ed. rk wrightscM- 2017-Jun-19 10:31:47 Right -Suited Universal 2017 I7.0.23 RSU16877 I&K Page 2 iDeslktop\TEIVIP PRINT\Lot 265 Redwood LHG - N.rup Calc = MJ8 Building faces: N wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 265 Redwood LHG - N Date: 06-19-2017 By: XF/Mil 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name STR1 IVIBED 2 Exposed wall 4.0 It 17.5 It 3 Room height 9.3 It heaticool 8.0 It heat/cool 4 Room dimensions 4.0 x 12.5 It I7.5 x 14.5 ft 5 Room area 50.0 ft2 2518 ftz Ty Construction U-value Or HTM Area (w) Load Area (w) Load number Btuh/W-°F) Bt /ft2) or perimeter If t) Bt h) or perimeter (R) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 W 12C-Osw 0,091 n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A-flocs 0,143 n 3,73 2,90 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 2,38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0,340 e 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0340 e 8,87 31.45 0 0 0 0 0 0 0 0 yJ 13A-flocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2ov 0,340 e 8.87 31,45 0 0 0 0 0 0 0 0 11DO 0.390 e 10,18 12.27 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2,38 2.41 0 0 0 0 140 95 227 230 4A5-2ov 0,340 w 8,87 31.45 0 0 0 0 15 0 129 459 4A5-2ov 0.340 w 8,87 31A5 0 0 0 0 30 0 266 944 485-2fv 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 1 3A-4ocs 0,143 w 3.73 2.90 37 37 139 108 0 0 0 0 10D-v 0.340 w 8.87 7,73 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8,87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8,87 31,45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0M2 0.84 1.76 0 0 0 0 254 254 212 446 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 9 9 25 18 F 19C-19csco 0,049 0,44 0,31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 50 4 123 0 0 0 0 0 61 c) AED excursion 16 480 Envelope loss/gain 262 91 859 2576 12 a) Infiltration 1 178 67 672 253 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances/other 1 01 1 0 Subtotal (lines 6 to 13) 440 159 1531 3290 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 440 159 351 664 14 Subtotal 0 0 1882 3954 15 Duct foads 201% 261% 0 0 209/6 1 26% 1 376 10161 1 Total room load 01 0 1 1 2258 49170 Air required (cfm) 0 0 1 0 255 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4, -+- vvitrightsc)ift Right -Suited Universal 2017 17,0,23 RSU16877 2017-Jun-19 10:31,47 A&Z-3, Page 3 DesktopNTEMP PRINT\Lot 265 Redwood LHG - N,rup Calc = MJ8 Building faces: N 9w wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 265 Redwood LHG - N Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling,com License. CAC032444 1 Room name MWIC LAUN 2 Exposed wall 0 It 0 It 3 Room height 8.0 It heat/cool 8,0 It heat/cool 4 Room dimensions 8.5 x 7.5 It 6.0 x 7.0 It 5 Room area 63.8 ft2 42.0 W Ty Construction U-value Or HTM Area (I tp) Load Area (ft2) Load number BtutVtt2-'F) st ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N!P/S Heat Cool Gross NIP/S Heat Cool 6 W 12C-Osw 0.091 n 2,38 2,41 0 0 0 0 0 0 0 0 W 13A Aocs 0,143 n 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0,340 e 8.87 31.45 0 0 0 0 0 0 0 0 11 4A5-2ov 0.340 e 8,87 31.45 0 0 0 0 0 0 0 0 13A-flocs 0,143 e 3.73 2.90 0 0 0 0 0 0 0 0 4A5-20v 0,340 a 8.87 31.45 0 0 0 0 0 0 0 0 1100 0.390 e 10.18 12,27 0 0 0 0 0 0 0 0 12C-0sw 0.091 W 2.38 2141 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31,45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4B5-21v 0.310 w 8.09 32.48 0 0 0 0 0 0 0 0 1 3A-4ocs 0.143 w 3.73 2,90 0 0 0 0 0 0 0 0 10D-v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.09E 2,38 1.51 0 0 0 0 0 0 0 0 C 166-30ad 0.032 0.84 1,76 64 64 53 112 42 42 35 74 F 19A-Obscp 0.296 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscl) 0.049 0.44 0,31 0 0 0 0 0 0 0 0 F 22A-tpm 1180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 111 54 Envelope loss/gain 53 1021 35 20 12 a) Infiltration 0 0 0 0 b) Room ventilation- 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13) 53 102 35 520 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 41 32 156 14 Subtotal 67 143 67 676 15 Duct loads 20%. 261% 13 37 20% 1 261% 13 174 Total room load 80 179 80 850 Air required (cfm) I 1 0 9 0 44 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vwrightsoft- 2017-Jun-19 10:31 47 Right-SuiteO Universal 2017 17.0.23 RSU16877 Page 4 Desktop\TEMP PRINT\Lot 265 Redwood LHG - N.rup Calc = MJ8 Building faces, N wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 265 Redwood LHG - N Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court. Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www,OneStopCooling.com License: CAC032444 I Room name MBTH MTOI 2 Exposed wall 0 It 0 It 3 Room height 8.0 If heat/cool 8.0 It heat/cool 4 Room dimensions 1.0 X 105.5 It 3.5 x 6.0 If 5 Room area 105,5 ft2 21,0 W Ty Construction U-value Or HTM Area (ft2) Load Area (ft Load number Btuh/ft-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (it) Btuh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2.38 2,41 0 0 0 0 0 0 0 0 W 13A-flocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 IL212C-Osw U91 e 238 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 e 8.87 31,45 0 0 0 0 0 0 0 0 11 4A5-2ov 0340 e 8.87 31.45 0 0 0 0 0 0 0 0 13A-flocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0T:fD 4A5-2ov 0,340 e 8.87 31,45 0 0 0 0 0 0 0 0 11DO 0.390 e 10.18 12.27 0 0 0 0 0 0 0 0 12C-Osw OMI w 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8.87 31,45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 87 31,45 0 0 0 0 0 0 0 0 4B5-2fv 0,310 w 09 32.48 0 0 0 0 0 0 0 0 1 3A -4ocs 0143 w 173 2.90 0 0 0 0 0 0 0 0 10D-v 0.340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31,45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 p 12C-Osw 0MI 2.38 1.51 0 0 0 0 0 0 0 0 C 16B-30ad 0M2 0.84 1.76 106 106 88 186 21 21 18 37 F 19A-Obscp O.2% 2.89 2,04 0 0 0 0 0 0 0 0 F 19C-19cscr) 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 OM 0 0 0 0 0 0 0 0 6 c) AED excursion 17 3 Envelope loss/gain 88 168 18 33 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 01 0 0 0 Appliancesiother 0 01 Subtotal (lines 6 to 13) 88 168 18 33 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 32 142 0 0 14 Subtotal 120 310 18 33 15 Duct loads 1 201% 261% 24 80 201% 261% 4 9 Total room load 1 144 3891 21 42 Air required (c(m) 0 20 0 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. viorlightsc),ft 2017-Jun-19 10:31.47 Right -Suited Universal 2017 17,0,23 RSU16877 Desktop\TEMP PRINT1,Lot 265 Redwood LHG - N,rup Calc = MJ8 Building faces: N Page 5 wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 265 Redwood LHG - N Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax, (407) 629 - 9307 Web: www.OneStopGooling.com License CAC032444 1 Room name BED3 2 Exposed wall 0 If 19.0 It 3 Room height 8.0 It heat/cool 8.0 It heaticool 4 Room dimensions 3.0 x 5.5 It 1.0 x 151.0 It 5 Room area 16.5 ft2 151.0 IV Ty Construction U-value Or HTIVI Area (ft2) Load Area (ft2) Load number Btuh/ft2-1F) Stuh ft2) I or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat cool Gross N/P/S Heat cool Gross N/P/S Heat cool 6 W 12C-Osw 0.091 n 2.38 2,41 0 0 0 0 56 56 133 135 W 13A -4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 0,091 e 2,38 2.41 0 0 0 0 96 66 157 159T: 120-osw s 4A5-2ov 0.340 e 8,87 31,45 0 0 0 0 30 0 266 944 if 4A5-2ov 0.340 e 8.87 31,45 0 0 0 0 0 0 0 0 13A-4ocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2ov 0340 e 8.87 31.45 0 0 0 0 0 0 0 0 11DO 0.390 e 10.18 12.27 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31,45 0 0 0 0 0 0 0 0 4135-2fv 0.310 W 8.09 32.48 0 0 0 0 0 0 0 0 1 3A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D-v 0,340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31 A5 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 1213-0sw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 C 16B -30ad 0M2 0.84 1.76 17 17 14 29 151 151 126 266 F 19A-Obsep 0295 2,89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 149 149 66 47 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 C) AED excursion 31 136 Envelope loss/gain 14 261 748 1686 12 a) Infiltration 0 0 729 275 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 1 0 0 Subtotal (lines 6 to 13) 14 26 1477 2191 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 26 10 48 14 Subtotal 0 0 1487 2239 15 Duct loads 1 2 261% 0 01 201% 26% 297 575 Total room load 1 1785 281 1 Air required (cfm) 1 1 of 00 0 144 Calculations roved by ACCA to meet all r2guirements of Manual J 8th Ed. A; wrilights4oift, 2017-Jun-19 10 31,47 41--Z_ Right-SuiteO Universal 2017 17,0,23 RSU16877 Page 6101 ... " Desktop\TEMP PRINT"Lot 265 Redwood LHG - N.rup Calc = MJ8 Building faces: N oil qw wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 265 Redwood LHG - N Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park. FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name ElTH2 BED2 2 Exposed wall 0 It 9.5 It 3 Room height 8,0 It heat/cool 8,0 It heat./cool 4 Room dimensions 6.0 x 5.5 It 1.0 x 158.5 It 5 Room area 33.0 f12 158,5 W Ty Construction U-value Or HTM Area (w) Load Area (ft2) Load number Btuhlftl-'F) Bt /It2) I or perimeter (ft) Bt h) or perimeter (ft) Btuh) Heat Cool Gross N"P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw OMI n 2.38 2.41 0 0 0 0 0 0 0 0 W 13A -4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 T 12C-Osw 0.091 e 2.38 2'41 0 0 0 0 76 61 144 146 4AS-2ov 0,340 a 8,87 31.45 0 0 0 0 0 0 0 0rG4A5-2ov 0.340 e 8,87 31.45 0 0 0 0 15 0 137 485 13A-4ocs 0,143 e 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2ov 0.340 a 8.87 31.45 0 0 0 0 0 0 0 0 11DO 0.390 e 10.18 12.27 0 0 0 0 0 0 0 0 12C-Osw 0,091 w 2.38 2,41 0 0 0 0 0 0 0 0 05-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31,45 0 0 0 0 0 0 0 0 4B5-2fv 0,310 w 8.09 32.48 0 0 0 0 0 0 0 0 1 3A -4ocs 0,143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D-v 0,340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8,87 31,45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 F, 12C-Osw OMI 2.38 1,51 0 0 0 0 0 0 0 0 C 16B -30ad 0.032 0.84 1.76 33 33 28 58 159 159 132 279 F 1 9A-Obsep 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0,049 0.44 0.31 33 33 15 10 26 26 12 8 F 22A-tpm 1,180 30,80 OM 0 0 0 0 0 0 0 0 61 c) AED excursion 61 49 Envelope loss/gain 42 621 425 966 12 a) Infiltration 0 0 365 137 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 0 230 0 0 1 230 Appliances/other 0 01 Subtotal (lines 6 to 13) 42 62 789 1334 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 13 66 27 132 14 Subtotal 56 281331 816 1466 1 Duct loads 201% 261% 11 20%. 26%61 1631 377 Total room loadTotal 67 161 979 1843 Airr required (cfm) 0 81 1 01 94 Calculations Mproved by ACCA to meet all requirements of Manual J 8th Ed. vwrightsc3ift, 2017-Jun-19 10:31.47 ACRight-Suited Universal 2017 ITOM RSU16877 Desktop\TEMP PRINT\Lot 265 Redwood LHG - N.rup Calc = MJ8 Building faces. N Page 7 wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 265 Redwood LHG - N Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court.. Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 I Room name STR2 FOY 2 Exposed wall 4,0 It 6,0 It 3 Room height 0 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 4.0 x 16.5 It 66.0 f12 1,0 X 110.0 It 110.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/it2-'F) Btuh ft2) I or perimeter (ft) Bt h) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Grass N/P/S Heat C.116WIN12C-Osw 0,091 n 2.38 2.41 0 0 0 0 0 0 0 0 13A-4ocs 0.143 n 173 2.90 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 e 8,87 31.45 0 0 0 0 0 0 0 0 11 4A5-2ov O.0.340e 887 31,45 0 0 0 0 0 0 0 0 13A-4ocs 0,143 e 3.73 2.90 0 0 0 0 56 32 119 92 4A5-2ov 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 1100 0.390 e 10.18 12.27 0 0 0 0 24 24 244 294 12C-Osw 4A5-2civ 0,091 0,340 w w 2.38 8.87 2.41 31.45 32 0 24 0 57 0 58 0 0 0 0 0 0 0 0 0 4A5-2ov 4B5-2fv 0.340 0.310 w w 8.87 8.09 31.45 32.48 0 8 0 0 0 65 0 260 0 0 0 0 0 0 0 0 1 3A-4ocs 0,143 w 3.73 2,90 0 0 0 0 0 0 0 0 10D-v 0,340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0M1 238 t51 0 0 0 0 121 121 287 182 C 16B 30ad 0M2 0.84 1.76 66 66 55 116 0 0 0 0 F 19A-Obsop 0.295 2.89 2,04 2 2 6 4 0 0 0 0 F 19C-19cscp 0,049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-1pm 1,180 30.80 0.00 0 0 0 0 110 6 185 0 61 c) AED excursion 63 Envelope loss/gain 183 534 835 506 12 a) Infiltration 154 58 268 101 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 2.30 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 336 592 1103 607 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 336 592 1103 607 14 Subtotal 0 0 0 0 15 Duct loads 201% 26% 0 0 20% 261% 0 0 Total room load 0 0 1 0 0 Air required (cfm) 1 0 0 1 1 Of Of Calculations Mroved by ACCA to meet all r2quirements of Manual J 8th Ed. 44.- wrightsoft- Right-SurteiR Universal 2017 17,0,23 RSU16877 2017-Jun-19 M31:47 465 1 Page 8 DesktoplTEMP PRINT\Lot 265 Redwood LHG - N,rup Cale - MJ8 Building laces: N wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 265 Redwood LHG - IN Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone. (407) 629 - 6920 Fax (407) 629 - 9307 Web www OneStopCooling.com License. CAC032444 I Room name PNTY T012 2 Exposed wall 0 it 0 it 3 Room height 9.3 it heat/cool 8.0 it heat/cool 4 Room dimensions 1.0 x 18.3 it 6.0 x 6.5 it 5 Room area 18.3 ft2 39.0 tt2 Ty Construction U-value Or HTIVI Area (ft2) Load Area (ill) Load number Stuh/ltl-'F) Bt /W) I or perimeter (it) Btuh) or perimeter (ft) Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw OMI n 2,38 2.41 0 0 0 0 0 0 0 0 W 13AAocs 0.143 n 173 2.90 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 2.38 2141 0 0 0 0 0 0 0 0 4A5-2ov 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 11 4AS-2ov 0.340 e 8.87 31,45 0 0 0 0 0 0 0 0 13A-flocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2ov 0.340 e 8.87 31.45 0 0 0 0 0 0 0 0 11DO 0.390 e 10.18 12.27 0 0 0 0 0 0 0 0 12c-0$w 0,091 w 2.38 2,41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31,45 0 0 0 0 0 0 0 0 4B5-2fv 0,310 w 8.09 32.48 0 0 0 0 0 0 0 0 1 3A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 10D-v 0,340 w 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 0 0 0 0 4A5-2ov 0,340 w 8.87 31.45 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.38 1.51 42 42 99 63 0 0 0 0 C 16B -30ad 0.032 0.84 1.76 0 0 0 0 39 39 33 69 F 19A-Obsep 0,295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscr) 0.049 0.44 0.31 0 0 0 0 12 12 5 4 F 22A-tpm 1,180 30,80 0,00 18 0 0 0 0 0 0 0 6 c) AED excursion 71 1 54 Envelope loss/gain 99 56 38 19 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 1 Appliances/other 1 10 500 Subtotal (lines 6 to 13) 99 661 38 519 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 16 78 14 Subtotal 99 66 54 597 15 Duct loads 1 2011. 269/6 20 17 20916 261% ill 153 Total room load 1 119 83 65 I38750 Air required (cfm) 01 41 U Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vwrightsoft' 2017-Jun-19 10:31:47 Right-SuiteO Universal 2017 17 0,23 RSU16877 Page 9 PRINT1Lot 265 Redwood LHG - N,rup Calc = MJ8 Building faces: N 2.1 a gr wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 265 Redwood LHG - N Date: 06-19-2017 By: XF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www OneStopCooling,com License: CAC032444 I Room name 2 Exposed wall 0 It 3 Room height 8.0 It heat/cool 4 5 Room dimensions Room area 1.0 x 155.3 It 155.3 ftz Ty Construction U-value Or HTIVI Area (w) Load Area Load number Btuh/ft2-'F) Bt /tt2) I or perimeter (R) Bt h) I or perimeter Heat Cool Gross N/PiS Heat cool Gross NiP(S Heat Cool 6 IN 12C-Osw 0.091 n 2.38 2.41 0 0 0 0 W 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 L212C- 0sw 0,091 e 2.38 2.41 0 0 0 0 4AS-2ov 0.340 e 8.87 31.45 0 0 0 0 11 4AS-2ov 0,340 e 8.87 31.45 0 0 0 0 I:Jo 13A '4ocs 0.143 e 3.73 2.90 0 0 0 0 4A5-2ov 0.340 e 8.87 31.45 0 0 0 0 11DO 0.390 e 10.18 12,27 0 0 0 0 12C-0sw 4A5-2ov 0,091 0,340 w w 2.38 8,87 2.41 31.45 0 0 0 0 0 0 0 0 4A5-2ov 4B5-2fv 0.340 0.310 w w 8.87 8.09 3145 32.48 0 0 0 0 0 0 0 0 1 3A-4ocs 0.143 w 173 2.90 0 0 0 0 10D-v 0.340 w 8,87 7.73 0 0 0 0 4A5-20v 0.340 w 8.87 31.45 0 0 0 0 4A5-2ov 0.340 w 8.87 31.45 0 0 0 0 P 12C40sw 0.091 238 1.51 0 0 0 0 C 166-30ad 0.032 0.84 1.76 155 155 130 273 F 19A-0bscp 0.295 2.89 2.04 0 0 0 0 IF 19c- 1 9cscr> 0,049 0,44 0.31 33 33 15 10 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 6 c) AED excursion 741 Envelope loss/gain 144 210 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 500 Subtotal (lines 6 to 13) 144 710 Less external load 0 0 Less transfer 0 0 Redistribution 144 710 14 Subtotal 0 0 15 Duct loads 1 20% 261% 0 0 Total room load 01 0 I Air required (cfm) 0 of Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. wrilights4oft, 2017-Jun-19 10:31:47 Right -Suited Universal 2017 17,0,23 RSU16877AC Page 10 Desktop\TEMP PRINT\Lot 265 Redwood LFIG - N.rup Calc = MJ8 Building faces: N wrightsoft, Duct System Summary Job: Lot 265 Redwood LHG - N Date: 06-19.2017 Entire House By: XF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web. www.OneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, Fl 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 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.251 in/100ft 0 cfm Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.251 in/100ft 1000 cfm 136 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk BED2 c 1843 0 94 0.327 6,0 Ox 0 VlFx 9.0 95.0 stl BED3 c 2814 0 144 0.307 7.0 OX0 VlFx 15.6 95.0 stl BTI-12 c 161 0 8 0.322 4.0 Ox 0 VlFx 10.5 95.0 stl FAM c 2219 0 114 0.270 6.0 Ox 0 VlFx 20.8 105.0 st2 FAIVI-A c 2219 0 114 0.251 6.0 Ox 0 VlFx 25.7 110.0 st2 KIT c 1987 0 102 0,303 6.0 Ox 0 VlFx 7.2 105.0 st2 LAU N c 850 0 44 0.305 4.0 Ox 0 VlFx 16.5 95.0 stl IVIBED c 2485 0 127 0,278 7.0 Ox 0 VlFx 22.5 100.0 st3 MBED-A c 2485 0 127 0.280 7.0 Ox 0 VlFx 21.2 100.0 st3 METH c 389 0 20 0.288 4.0 Ox 0 VlFx 18.1 100.0 st3 MT01 c 42 0 2 0.275 4.0 Ox 0 VlFx 23,8 100.0 st3 MWIC c 179 0 9 0.299 4.0 Ox 0 VlFx 13.7 100.0 stl PLATY C 83 0 4 0.283 4.0 Ox 0 VlFx 15.3 105.0 st2 PWDR c 995 0 51 0.255 4.0 Ox 0 VlFx 23.2 110,0 st2 I T012 c 750 1 0 1 38 1 0.313 4.0 OX0 VlFx 1 13.6 1 95.0 1 stl Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR f pm) in) in) Material Trunk st2 Peak AVF 0 385 0.251 705 10.0 0 X 0 VinlFlx SO Peak AVF 0 338 0.299 620 lao 0 x 0 VinlFlx st3 Peak AVF 0 277 0.275 627 9.0 0 x 0 VinlFlx Bald/italic values have been manually overridden 2017-Jun-19 10:31:48 wrightSiDift Right-SuiteO Universal 2017 17 0,23 RSU16877 Page 1 Desktop\TEMP PRINT\Lot 265 Redwood LHG - N,rup Cale = MJ8 Building faces: N I Return Branch Detail Table Name Grille Size (in) Htg Cf M) Clg cfm) TEL ft) Design FR Veloc f pm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk r tA Ox 0 0 1000 0 0 0 0 Ox 0 VlFx 2017-Jun-19 10:31A8 wrightSOft' Right-SuiteG) Universal 2017 17,0,23 RSU16877 Page 2 Desktop\TEMP PRINT\Lot 265 Redwood LHG - N.rup Cale - M,18 Building faces: N Static Pressure and Friction Rate Job: Lot 265 Redwood LHG - N wrightsoftt Date: 06-19-2017 Entire House By: XFIMC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.QneStopCooling.com License: CAC032444 For: Taylor Morrison Sanford, Fl Available Static Pressure Heating Cooling in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0,10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total Effective Length Supply Return ft) ft) Measured length of run -out 23 0 Measured length of trunk 3 0 Equivalent length of fittings 110 0 Total length 136 0 Total effective length 136 Friction Rate Heating Cooling in/100ft) in/100ft) Supply Ducts 0.251 > 0.18 0.251 > 0.18 Return Ducts 0.251 > 0.18 0.251 > 0.18 Fitting Equivalent Length Details supply 4X=35, 11M=20, 111=10, 11G=5, 11G=5, IA=35: TotalEL=110 Return TotalEL=0 2017-Jun-19 10:31:48 wrightsoft, Right-SuileO Universal 2017 17,0 23 RSU16877 Page I ic ... \DesktopiTEIVIP PRINT\Lot 265 Redwood LHG - N.rup Calc - MJ8 Building faces: N Level I 2MO LANAILIAI INSULATED WALLS Wp L E01 2 LLARID,NGt FLOOR W111E r RAKFv ,NFEV L at C-P 00 FINIS a O NFD WFA ORT HIGH RAILING FAMILY10x10-2W T.T 10x10-2W 114 efrn W . NDR SIORAGc 6 6 10X6 102 Clm, cTA11IU' p R, e, J'EN 101, CAFE EKIGi 80 4 , KITCCfM F. C'LG SHELVES O.0 G.M.G."SO 1,AT NDF, RVIS zees W F R SIC SEIFI i CLOS", 4" FOYERL9 , C"O FLOOR FOR WN si 1 CAR GARAGE i LINE OF 0 H GARAGE DOOR PWDR V11 CIO I we F N-T RY`°' L= "NI Ott GAR DR EFI = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFU = 50 CFM Fan EFL2 = 80 CFM Fan EFU = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dyer Vent RV = Range Vent Lineset Chase Condensate Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box AC PADS BYGC MIN SIZE 40"X40" 36"SEPARATION 115"OFFWALL 1" PVC REFRIG LINE CHAS ES ByGC Level 2 E w- EGRESS Nw G, 9 OWNERS SUITE fSR82fl 4Z'KNCE WAL, CAP RD 4 .14 127 ct IOX8 f 127 cfm 4 WAUI 8XC420 CfM 14 x'I 4 2 cfmOWNE' % BATH 80 8x4 TEMP GIASS LAUNDR44 cfm ; 45( ENCtOSVRE to-, 80 Sup 6b 2016RA 4 W.I.C. 119wlku 1000 cfm 6 0` MG TUB 2N A71C too A M 8x4 4 cfm ctm BAT 4' 4 9410X101OX6 51 C I , X 12 Ad WALL BEDROOM 2 R,, 1, 1 - - 7" w1r UG 2 2W8 10 x 10 144 cfm 1 OxII BEDROOM 3 T CLG LQQR KIWI' EW-M CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL 1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: 3674 913 411 6% ' C 4 "- Historic District: Yes R No RX Parcel ID: 2-1-19-30- 564-0000-o Residential [R commercial Type of Work: New El Addition El Alteration El Repair El DemoEl Change of UseEl MoveEJ Description of Work: NEW SIUGLE FAMILY TOWNH HOME UNIT - THQBUEBRQQK EHASE LOT NUMBER: Plan Review Contact Person: Daphne Clark Title: Phone: 4QZ- 25Z-694Q Fax: 1 W - - W WT Oil kTi Mi = in0 Property Owner Information 1/ t NameTAYLOR MORRISON OF FLORIDA INC Phone. 407-629-0077 Street:. 151 SOUTHHALL LANE# 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax. City, State Zip: MAITLAND FL 32751 State License No.: CBC1 257462 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E- mail: Mortgage Lender: NIA 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code 141 Revised, June 30, 2015 Permit Application NOTICE: Ill addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be COMIC! in the public records of this COUrity, and there may be additional permits required from other govert i tile rital entities such as water management districts, state agencies, of, federal agencies. Acceptance ot'permit is verification that I will notify the owner of"the property of the requirements of Florida I.ien Law, FS 713. The City of'Sanford requires payment of 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 COVIStrUCti011 value of the jot) at the time ol'submittal. The actual construction value will be figured based on the CUrf-crit KV 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 he done in compliance with all applicable laws regulating construction and zoning. Si atule oi,()w CrIl., g'011 t e TAYLOR MORRISON 0 7RIDA INC 1 14 7J Signalme ot'Not ary-stat Aorlda V)ak s lauueofConuactorlrlgent ka ` 7 JOHN ASA WRIGHT Print Contjactol/AgentA 0 J F. Signature ol'Notal, tat, of 11-1 0, A, MY COMMISSION # FF 209103 MY COMWSV)N FXPIRB June 27,2019EXPIRES: une 2T 2019 Boded T ni Budget Notary service$ Owner/Agent is iYESPersoof tlo\,Vll to Me of, Cowractor/Agew is YES Personally Kiioxvti to Me of - Produced 11) _ N/AType of ID Produced 11) _N/A__Type oflD BELOW IS FOR OFFICE USE ONLY Permits Required: BUildingg Flectricalr-l' Mechanical l'IUmbiiig[R GasE] Roof'o LXJLiiConstruction ' hype: 4 S", Occupancy Use: _-?1 Flood Zone: Total Sq Ft of Bldg: 2,(.'7-A Min. Occupancy Load: fl. L4. # of Stories: Z- New Construction: Electric - # of Amps IS0 Plumbing - # of Fixtures — Fire Sprinkler Permit: Yes R No R 11 ofA leads Fire Alarm Permit: Yes 1:1 No E] APPROVALS: ZONINUX e[93113 Jeb WAS'I'F" WA'1'1-'R: — Ok to construct tow nhome with COMMEXI' S: setbacks and impervious area shown on plan. No additional impervious permitted beyond initial construction. Revised . tune ;0, 201 i Permit Application REQUIRED INSPECTION SEQUENCE Permit # 17-2281 thru 17-2287 Address: 330 - 354 Mistv Grove Ln BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final w wvoii W WS, go, WI Max Inspection DescriptionMin 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final REVISED: June 2014 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne(@)permitspermitspermits.com Property Address: 354 Misty Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-506-0000-2640 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: FE-1 New structure F] Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition 0 Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: 0 The parcel is in the:E] floodplain Elfloodway E] A portion of the parcel is in the: 0 floodplain El floodway 01 The parcel is not in the: Wfloodplain E]floodway F-1 The structure is in the: Elfloodplain Elfloodway El The structure is not in the: E] floodplain F--1 floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-2287 Reviewed by: Michael Cash, CFM Date: August 8, 2017 13 Application for Right -of -Way Use for Driveway, Walkway & Landscape OR I %D,, 1877 D , Department of Planning & Development Services w"'."fordfl.90V 300 North Park Avenue, Sanford, Florida 32771 Phone- 407.688.5140 Fax: 407.688,5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit, 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 dearly Identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. lu- K"W ww's below, 7N"M%.F /Wr 9(eV C811 bd*M po 019, 1. Project LocatiorVAddress: 2. Proposed Activity: Drlveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: FA This application is submitted Property Owner. Signature: A Print Name: AV-4— ffk&., "10 Address: IV IWMY&IL 46N Phone: 4 Q Fax:- dQhaf. ( Wmd*AvrNa* W'1M&-W Date: 7- Z-& Maintenance Responsibilitieslindemnification 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 installationAmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the Improve- ment 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 RequesWs property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its oDuncilpersons, agents, servants, or employees 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. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: -7, 24, -1"? This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 6401.24 hours In advance to schedule a pro -pour Inspection, Pre -pour Inspection by: Date: R—u— 4V,V ROW Use Cidvoway.pof IN! a SCPA Parcel View: 27-19-30-506-0000-2640 http://parceldetaii.scpafl.org/ParcelDetaillnt'o.aspx?PID=-2719305060... Prgp2dy Rgr ,org Caro Parcel: 27-19-30-506-0000-2640 Owner: TAYLOR MORRISON OF Fl. INC Property Address: 354 MISTY GROVE LN SANFORD, FL 32771 Parcel Information Value Summary Parcel 27-19-30-506-0000-2640 2017 Working 2016 Certified Values Values Owner TAYLOR MORRISON OF FL INC Valuation Method Cost/Market Cost/Market Property Address 354 MISTY GROVE LN SANFORD, FL 32771 Number of Buildings 0 0 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Depreciated Bldg Value 0 Subdivision Name THORNBROOKE Pb&U_, Depreciated EXFT Value 0 Tax District Sl-SANFORD Land Value (Market) 18,300 0 DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag 0 Exemptions 18,300 0 Portability Adj 0 T111-11,11 ..... 2; + 22 22..... I .. 22 1 22 22,33....... i"22,331 22 22 i" 22 Save Our Homes Adj 0 0 Amendment I Adj 9,667 0 P&G Adj 0 0 N) N) 1 D C> (D C Assessed Value 8,633 0 0 co t Tax Amount without SOH: $0.00 0 1 0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS Legal Description LOT 264 THORNBROOKE PHASE 5 PB 81 PGS 68 & 69 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 8,633 0 8,633 Schools 18,300 0 18,300 City Sanford 8,633 0 8,633 SJWM(Saint Johns Water Management) 8,633 0 8,633 County Bonds 8,633 0 8,633 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Find ComparatAe Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 18,300.00 18,300 Building Information Permits Permit 9 Description Agency Amount CO Date Permit Date 1 of 2 7/24/17, 3:13 PM COUNTY OF SEMINOLE _ ,- IMPACT FEE STATEMENT C STATEMENT NUMBER: 17100005 DATE: August 17, 2017 BUILDING APPLICATION #: 17-10000571 BUILDING PERMIT NUMBER: 17-10000571 UNIT ADDRESS: MISTY GROVE IN 354 27-19-30-506-0000-2640 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: FLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: THORNBROOKE PH 5 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 354 MISTY GROVE LANE THORNBROOKE PH 5 LOT 264 TOWNHOME FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* 00 000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Multifamily 2,450.00 1,000 dwl unit 2,450.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 STATEMENT RECEIVED BY C E ta' SIGNATURE: PLEASE PRINT NAME) 11DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THt REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED OF OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 'POP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Parcel |DNomber,11-|9-30-84*-0O00-;(O'( Prepared By Kim Carter Taylor Morrison Homes Return To 2600Lake Lucien Drive, Suite 3jO Maitland, FL2275| m11^^ m4*/Frnud1mnvVnu9r State ofFlorida. County n[Seminole. GRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER 8K 8960 Py 1457 (1Pys) CLERK' S 4 2017075937 RECORDED 07/27/2017 10:01:53 AM RECORDING FEES $10.00 RECORDED BY tsmith The undersigned hereby gives notice that improvements will hmmade mcertain real property, and in xoomdunuo with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description ofproperty LOT Legal Description Thornbrooke Phase aoco,diugu` the plat thereof, as recorded in Plat BoukE Pugox4)5[dhepub|icnzunjoufSomino|eCoonty' ddunucm Sanford FL 2. General description ufimprovements : Single Family Home 3. Owner information Name Taylor Morrison of" Florida Inc. dJmua 2600Lake Lucien Drive Suite }50'Maitland, PL3275| 4. Fee Simple Title Holder: N.A. j. Contractor uumuandaddress: Nomu Taylor Morrison ofFlorida Inc. Address 260VLake Lucien Drive Suite 350`Maitland, FL3275} o. 8uroty:N,4. 7. LmndorN.& 8. Persons within the State of Florida designated by the Owner upon whom notices or other docurnents may heserved aaprovides by7D]3(|)(d7, Florida Statutes: N.A. Y. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided iu78]3(|)(b).Florida Statutes. N. A. O, Expiration date ofnotice o[ One year from the date o[recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, 11. Date Signed Signature of Owner's Agent: 401111 Asa Wright Taylor Morrison of Florida Inc Z' Sworn to and subscribed before methis by John Asa Wright who ersonally known to me. My commission expires: Awe V, 2019 Serial No. FF 20 Signature: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: r] Documented Construction Value: S fiX Job Address: Historic District: Vest] No Parcel ID,C V XJ:Lt Residential Commercial Type of Work: New IX Addition El lllt--'t-',E1 Repair 11 Demo 1-1 Change of Ilse MoveF] Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fa Name Street, City, State Zip: I k'-), Title: Email: perty Owner Information Phone: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Photic.. (770)941-5421x2082 Street, 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 Stale License No.: CFC1426562 Name Street City, St, zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: NNARNINGTO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAN' 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 VOU INTEND TO OBTAIN FINANCING, CONSUIA' WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCFMENT, 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 Kermit and that all work will be performed to incet 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. FB(' 105.3 Shall be inscribed with lite dale of application and the code ill effect its of that date: 5` Edition (2014) Florida Building Code Revised June 30, 20 15 Permit Application M t() _rlCF, 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 tederal agencies Acceptance of permit is verification that I will notify the owner of the Property of the requirements of lorida Lien haw, FS 713 The City ot'Sanford requires Payment of Plat, review fee at the time of permit submittal, A copy of the executed contract is requiredinOrdertoCalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthe _job at the time of submittal. TheactualconstructionValueWillbefiguredbasedontheCurrentICCValuationTableineffectatthetimethepermitisissued, in accordancewithlocalordinance, Should Calculated charges figured off the executed contract exceed the actual construction value, creditwillbeappliedto ),our 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 bedoneincompliance, with all applicable laws regulating construction and zoning. Signature of0WncrIA#ent Date signature orConir tor/Agent ate Print 0knerlArent'i Name Print Contractor/ Agen s Naine signature ot' Notary-State ofFlorida Dat( ON' , OSAN C, _. ignatureot' Notary-State of Florida nat r . N-r - - Owner/Agent is Personally Known to Me or Produced ID _ Type of ID EXPIRei GT ORGIA JUNK 8, 2020 Contractor/Agent is Personally Knoi'; Produced ID _ Type of ID L CO._\? BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electricaln Mechanical Plumbing[] GasE] RoofF] Construction Type: Occupancy use: Total Sq Ft of Bldg: Mill. Occupancy Load: Flood Zone: of Stories New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[j No 0 9 of I -leads APPROVALS: ZONING ENGINEERING: COMMENTS: UTILITIES: FIRE, Fire Alarm Permit: Yes F1 NoE] WASTE WATER: BUILDING: Revised tune 30, 2015 Permit Application CITY OF SANFORD It's BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I Documented Construction Value: $ 5752 Job Address: 354 Misty Grove Lane Historic District: Yes F1 NoEl Parcel ID: (Thornbrook Lot 264Residential g Commercial n Type of Work: New 2 Addition 11 Alteration 0 RepairEl Demo El Change of UseEl MoveE] Description of Work: Install new 3.0 ton HVAC with duct work (4 exhaust 1 d!yer) Plan Review Contact Person: Adlyn Rodriguez Title: Permit Clerk Phone: 407-975-2762 Fax: Email: ad{ n.rod rig uez@onestol?922lin .com Property Owner Information Name Taylor Morrison of Florida Street- 2600 Lake Lucien Drive Suite 350 City, State Zip: Maitland, FL 32751 Phone: 407-629-0077 Resident of property? : Contractor Information Name One Stop Cooling and Heating Phone: 407-975-2762 Street: 7225 Sandscove Count Fax: 407-629-9307 City, State Zip: Winter Park, FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Street: Phone: Fax: City, St, Zip: E- mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST 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: 5"h Edition (2014) Florida Building Code Revised: June 30, 2015 Pernlit Application W NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the forckoing information is accurate and that all work will be done in compliance with all applicable laws regulati\Ig iristruct n and zoning. 116 Signature of Owner/Agent Date Kevin Stine Pirint Owner/Agent's Name Print Contlactor/Agent's Name SignatureIgnature of Notary -State of Florida Date Signature 01/05/2018 Date KELLY WEBSTER Notary Public - State of Florida Commission Of FF 978034 My Comm, Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/A7 711K -wrers-Ina Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] ElectricalF] Mechanical ] Plumbing© Gas] Roof R 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 n NoFJ it of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes [] No [:] WASTE WATER: BUILDING: Revised: June 30,2015 Permit Application UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering * Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Client: Taylor Morrison of Florida, Incorporated 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Project: Thombrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: Residential Townhome Pad, Lot 264 Material: Native Reference Datum: 0 = Bottom of Foundation Footing Hand Auger Borings: Location of Auger Borings: Center Was Building Pad Staked: N Depth of Waterable Below Grade: N/A Borings Terminated 2 Feet into Native Ground? N Number of Locations: 1. Depth of Each Boring: 7,00 UES Project No: 0110. 1401008.0000 Workorder No: 9339084-1 Report Date: 11 / 13/2017 UES Technician Markus Jones Date Tested 11/ 08/2017 Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor ft. light brown sands; 2-4 ft. light brown with grey and some rk brown sands; 4-7 ft. dark brown sands Unsuitable Soils: Laborato!y Test Results: Were unsuitable soils encountered: N Organic Content; N/A Moisture Content: N/A Samples Obtained: N Should Material be Removed: N/A In -Place Density Test Report The tests below meet the 95% minimum compaction requirement. Maximum Optimum Field Dry Field Soil Pass Test Density Moisture Density Moisture Compaction or No. Location of Test Range pcf) N pcf) N N Fail 1 North Footing 0-1 ft 108. 3 10.7 106.6 7.5 98 Pass 2 East Footing 1 -2 ft 108. 3 10,7 109.1 8.7 101 Pass 3 Center of Pad (TOF) 1-2 ft 1 10&3 1 107 1 107. 5 1 9.4 1 99 Pass Remarks,r( , TOF ) 0 = Topof Fill 354 Misty Grove *e To establish a mutual protection to Universal' s clients, the Public and ourselves, at/ reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 264 Willow LHG - N Builder Name: One St- (-,)ling and Heating Street: jW gi4 (41 r ev-_ (-K Permit Office: rSC City, State, Zip: Sanford , FL , Permit Number: 7 - 2 2 8 SANFORD 7 -1 Owner: Taylor Morrison Jurisdiction: g1010 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (1690.0 sqft.) Insulation Area 2. Single family or multiple family Multi -family a, Frame - Wood, Exterior R=1 3.0 864,00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 602.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=1 1.0 224.00 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1310.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1310.00 ft2 6. Conditioned floor area above grade (W) 2058 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11, Ducts R ft2 7. Windows(231.4 sqft.) Description Area a, Sup: Attic, Ret: Attic, AH: 2nd Floor 6 411.6 a. U-Factor: Dbl, U=0.34 22736 ft2 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=031 4.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.34 a. Central Unit 34.8 SEER:15.20 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 32.8 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 1.922 ft. Area Weighted Average SHGC: 0.320 14, Hot water systems 8. Floor Types (2058,0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 777.00 ft2 b. Conservation features EF: 0.900 b. Floor Over Other Space R=0.0 748.00 ft2 None c. other (see details) R= 533,00 ft2 15. Credits Pstat Glass/ Floor Area: 0.112 Total Proposed Modified Loads: 52.59 PASS TotalBaselineLoads: 56.40 1 hereby certify that the plans and specifications covered by Review of the plans and ST '45, this calculation are in compliance with the Florida Energy specifications covered by this QTkTE Av g Code. Digitally signed by Bolan Bolian Paukovi Paukovic Ccalculation indicates compliance with the Florida Energy Code. Mlr,,' "I" Date: 2017.06.19 10:28:21 -04'00' 4 PREPAREDBY: Before construction is completed DATE: this building will be inspected for as t7 compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Cod 1) WE 11LOWNER/ AGENT: 4 BUILDING OFFICIAL: DATE: - 7 DATE: Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 6/ 19/2017 9:56 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 I FORM R405-2014 PROJECT Title: Lot 264 Willow LHG - N Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2058 Lot # 264 Owner: Taylor Morrison Total Stories: 2 Block/Sub Division: Thombrooke TH of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 315 Street: Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL , New/Existing: New (From Plans) Comment: CLIMATE V IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL-ORLANDO--INTL-AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blocki 2058 174741 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1 st Floor 777 7226.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1281 10248 No 4 3 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 110 W 11 0.29 0 0.71 2 Floor over Garage 2nd Floor ---- ---- 423 ft2 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1st Floor 64.5 ft 0 777 ft2 029 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 748 112 0 0.29 0 0.71 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1467 ft2 0 ft2 Dark 0.6 N 0.6 No 0 26.6 ATTIC V# Type Ventilation Vent Ratio It in) Area RBS IRCC 1 Full attic Vented 300 1312 W N N 6/19/2017 9:56 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING V# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type Under Attic (Vented) 1st Floor 30 Blown 1310 ft-' 0'1 Wood WALLS VAdjacent Space Cavity Width Height Sheathing Framing Solar Below Ornt To Wall Type R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 SW=>S Exterior Frame - Wood 2nd Floor 13 22 0 8 0 176,0 ft2 0 025 0.6 0 2 SW=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 1 6 9 4 14.0 ft2 0 0 0.6 0 3 NW=>W Exterior Frame - Wood 2nd Floor 13 3 0 8 0 24.0 ft2 0 0.25 0,6 0 4 NE=>N Exterior Frame - Wood 2nd Floor 13 22 0 8 0 17&0 ft2 0 0.25 0.6 0 5 NE=>N Exterior Concrete Block - Int Insul 1st Floor 4,1 23 6 9 4 219.3 ft2 0 0 0.6 0 6 SE=>E Exterior Frame - Wood 2nd Floor 13 61 0 8 0 488.0 ft2 0 0.25 0,6 0 7 SE=>E Exterior Concrete Block - Int Insul I st Floor 4,1 39 6 9 4 368.7 ft-' 0 0 06 0 8 W Garage Frame - Wood 1st Floor 11 24 0 9 4 224,0 ft2 0 0.25 0.6 0 DOORS V Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 -=>W Wood 1st Floor None .46 2 8 6 8 17,8 ft2 2 SE=>E Wood 1st Floor None .46 3 8 24 ft2 WINDOWS Orientation shown is the entered orientation (=>) changed to As Built (rotated 315 degrees). Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 SW=>S 1 Vinyl Low-E Double Yes 0,34 0.32 30.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 2 NE=>N 4 Vinyl Low-E Double Yes 034 0.32 45,0 ft' 1 ft0in 1 ft 0 in Drapes/blinds None 3 NE=>N 5 Vinyl Low-E Double Yes 034 0.32 17.8 ft2 13 ft 0 in 2 ft 7 in Drapes/blinds None 4 NE=>N 5 Vinyl Low-E Double Yes 034 0.32 54.0 ft' 1 ft 0 in 11 ft0in Drapes/blinds None 5 SE=>E 6 Vinyl Low-E Double Yes 0.34 0.32 14.6 ft-' 1 ft0in 1 ft 0 in Drapes/blinds None 6 SE=>E 6 Vinyl Low-E Double Yes 034 032 30.0 ft2 1 ft 0 in I ft 0 in Drapes/blinds None 7 SE=>E 6 Vinyl Low-E Double Yes 0.31 0.34 4.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 SE=>E 7 Vinyl Low-E Double Yes 0,34 0.32 36.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None GARAGE V# Floor Area Ceiling Area Exposed Wall Perimeter Avg, Wall Height Exposed Wall Insulation 1 461 ft2 461 ft2 64 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .00027 1456.2 79.94 150.34 2424 5 6/19/2017 9:56 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts I Electric Heat Pump Split HSPF:8.7 32.8 kBtu/hr 1 Sys# 1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15.234.8 kBtu/hr 1044 cfm 0.75 1 sys#1 HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS V supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 411.6 ft Attic 102.9 ft Prop. Leak Free 2nd Floor cfm 61,7 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar Ap,, Jun Ju Xj A Xj Se Oct H Nov Dec Heating Jan Feb Mar A Jun JulMM:yy j xl Aug Oct Nov Dec Venting Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov t j Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/19/2017 9:56 AM EnergyGaugeG USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescrigtive Methods ADDRESS: Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4, 0 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1,1 and R402.4.12. The sealing methods between dissimilar materials shall allow for differential expansion and contraction, R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402,4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. 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, and 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. 0 R402.4.2 Fireplaces, New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air, 0 R402.4.3 Fenestration air leakage, Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1,5 Us/m2), and swinging doors no more than 0,5 cfm per square foot (2.6 Uslm2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/i.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 0 R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1,57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric- resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2,7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1 Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0,1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cfm If 13 Umin) per 100 square feet (9,29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area, Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/19/2017 10:00 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 0 R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41,C) or below 55°F (1 3'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. El R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. 0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 601C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403,4.4.2. 1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south, 0 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating, 0 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/19/2017 10:00 AM EnergyGauge@ USA - FlaRes2014 - Section R405,4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space, Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice, 0 R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403,6. I . R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403,6. 1. 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas, 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-1 5, The energy requirements for portable spas shall be in accordance with ANSI/APSP- 14. 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting, R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature, A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. 0 R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. Z Where pumps are required to operate solar- and waste -heat -recovery pool heating systems, 3. Where pumps are powered exclusively from on -site renewable generation, 0 R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season, RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps, 0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. 0 R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-1 9. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have suff icent space, R- 10 is allowed. 6/19/2017 10:00 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORMR405-2O14 u" m] LEVELN0 0 0 v (EPL) ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance |ndex, the more efficient the home. New construction mexisting ZSingle family mmultiple family o. Number nxunits, nmultiple family Number mBedrooms n. mthis aworst case? n, Conditioned floor vrea(W) r. wingvwo`` Description u. u'paom,: om.V~o, o* SHoc: SHGo~n.ou b U' paoto,: ob|.U~u31 SHGc: s*GC~o,o^ U- Factoc wm d.U'p^ uu: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 88nfOvd. FL, New (From Plans) n Wall Types Insulation Area mvm mi/y v r, nou Exterior R~ao ao oon" u.Concrete Block |m|mm|.Exterior R~4.1 soc.00x` cFrame ' Wood, Adjacent n=nn 224. 00o" a d N/A n= ft2 m ---~ Insulation Area wn a, Under Attic ( Vented) R~noo 1310. 00w uona u.ww n~ xe Area cm n R= n, x a 11 Ducts k" v.Sup: Attic, my: anm.*m:onunoo s *na 4.00ft2 12,Cooling systems xamm, onweno ft2 eu2h. 0320 a Floor Types Insulation Area a. Slab{ m{rageEdge Insulation n~oo 777.00/p b. Floor Over Other Space n~m.o 7*8.00n" cother (see details) R= nnoonn° 1uHeating systems a. Electric Heat Pump 14.Hot water systems a, Electric b. Conservation features None o,credno 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) nthis home before final inspection. Otherwise, anew EPLDisplay Card will becompleted based oninstalled Code compliant features. Builder Signature: A Date: -7- 2,;, -1 Address of New Home: 349,-' Rcs4j ( ,,_ L kl City/FL Zip: kBtu/h, Efficiency 000 HSprm,70 Cap: eugallons Ep:oy Note: This isnot aBuilding Energy Rating. Kyour Index isbelow 70. your home may qualify for energy efficient mortgage (EEK4)incentives ifyou obtain aFlorida EnergyGaugaRating. Contact the EnergyGeugaHotline a1(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 bySection R3031.3ofthe Florida Building Code, Energy Conservation, ifnotDEFAULT, 6ne/20179z9mm EnwrgrGuugnOUSA 'Flannoonw Svommn*oo.4.1 Compliant Onowam Page of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 264 Willow LHG - N Builder Name: One Stop Cooling and Heating Street: Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Taylor Morrison Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subtloor 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 6/19/2017 10:00 AM EnergyGaugeS USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 wrightsoW Project Summary Entire House One Stop Cooling and Heating Job: Lot 264 Willow LHG - N Date: 06-19-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www,OneStopCooling,com License: CAC032444 For: Taylor Morrison Sanford, FL Notes: I Design Information Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 IF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Structure 13492 Btuh Ducts 2629 Btuh Central vent (0 cfm) 0 Btuh gone) Humidification 0 Btuh Piping 0 Btuh Equipment load 16121 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling9Area (ft2) 209 209 Volume (ft3) 17736 17736 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 121 62 Heating Equipment Summary Make Lennox Trade MERIT Model 14HPX-036-230-19 AHRI ref 7044407 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 24 OF 8.7 HSPF 32800 Btuh @ 470F 0 OF 0 cfm 0 cfm/Btuh 0.50 in H2O Sensible Cooling Equipment Load Sizing Structure 15704 Btuh Ducts 8351 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Equipment sensible load 23430 Btuh Latent Cooling Equipment Load Sizing Structure 2850 Btuh Ducts 1826 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4676 Btuh Equipment Total Load (Sen+Lat) 28105 Btuh Req. total capacity at 0.75 SHR 2.6 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-036-230-19 Coil CBX27UH-036-230*++TDR AHRI ref 7044407 Efficiency 12.5 EER, 15.2 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.84 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlightsoft, 2017-Jun-19 09:51ag1 e :57 I' m Right-SuiteO Universal 2017 17,0.23 RSU16877 P 111. 13esktopkTIEMP PRINT\Lot 264 Willow LHG - N.rup Calc = MJ8 Building faces: N wrightsoft Right -JCS Worksheet Job: Lot 264 Willow LHG - N Entire House Date: 06-19-2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web. www OneStopCooling com License: CAC032444 1 Room name Entire House POU 2 Exposed wall 172,5 It 0 If 3 Room height 8.5 It of 9,3 it heal/cool 4 Room dimensions 4.0 x 9.0 It 5 Room area 2090.5 ft2 36.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh1f t2-. F I Bt Vft2) or perimeter (ft) Bt h) I or perimeter (it) Btuh) Heat Cool Gross NiPiS Heat Cool Gross NIP/S Heat Cool 6 Vr12C-0sw 4A5-2ov OMl 0.340 ne ne 2.38 8.87 2.41 23,74 176 30 146 0 347 266 351 712 0 0 0 0 0 0 0 0 W 13A -4ocs 0A43 ne 3.73 2,90 14 14 52 40 0 0 0 0 Vh12C-Osw 0,091 se 2,38 2.41 488 439 1044 1058 0 0 0 0 4A5-2ov 0,340 se 8,87 22,69 15 2 129 331 0 0 0 0 4A5-2ov 0,340 se 8.87 22.69 30 4 266 681 0 0 0 0 4135-21v Ul 0 se 8.09 20.49 4 1 32 82 0 0 0 0 V 13A-flocs 0,143 se 3.73 2.90 367 307 1147 890 0 0 0 0L:2 10D-v 0.340 se 8.87 14,77 24 6 213 355 0 0 0 0 4A5-2ov 0.340 se 8.87 24.37 36 0 319 877 0 0 0 0 Vtt 12C-Osw 0,091 sw 2.388 241' 176 131 311 315 0 0 0 0 4A5-2ov 0,340 w 8.87 22.69 45 6 399 1021 0 0 0 0 1 3A-4ocs 0.143 sw 3.73 2.90 219 147 549 426 0 0 0 0 10D-v 0,340 sw 8,87 7.73 18 18 159 138 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 18 0 155 426 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 36 0 319 877 0 0 0 0 W 12C-Osw 0.091 nw 2.38 2.41 24 24 57 58 0 0 0 0 P L-D 12C-Osw 0.091 2.38 1.51 223 205 488 309 56 56 133 84 11DO 1613-30ad 0.390 0M2 n 10,18 0.84 12,27 1.76 18 1312 18 1312 182 1096 219 2307 0 0 0 0 0 0 0 0C F 19A-Obscp 0.295 2,89 2,04 ill ill 320 225 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 423 423 188 132 0 0 0 0 F 22A-tprn 1,180 30.80 OM 779 65 1986 0 36 0 0 0 61 c) AED excursion 0 9 Envelope loss/gain 10025 11832 133 75 12 a) Infiltration 3466 1252 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 1 17001 1 0 Subtotal (lines 6 to 13) 13492 15704 133 75 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13492 15704 133 75 15 Duct loads 1 19% 53% 2629 8351 191% 53%1 26 401 Total room load 161211 24( 1) 5 1 158 115 Air required (cfm) 1 0 16501 of Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsq:) kft, 2017-Jun-19 09:51:57 Right- SuiteO Universal 2017 17,0,23 RSU16877 Page 1 n,, Desktop\TEMP PRINT\Lot 264 Willow LHG - N,rup Calc = MJ8 Building faces: N wrightsoft Right-JO Worksheet Job: Lot 264 Willow LNG - N Entire House Date: 06-19-2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.0neStopCooling com License: CAC032444 I Room name KIT FAM 2 Exposed wall 12.0 It 28.0 it 3 Room height 9,3 It heat/cool 9.3 It heaticool 4 Room dimensions 18.0 x 10.5 It 15.0 x 13,0 It 5 Room area 189.0 ft2 195.0 W Ty Construction U-value Or HTIVI Area yt' Load Area (ft2) Load number Btuh/ftl-'F) B I /ft2) or perimeter (ft) Bt h) I or perimeter (it) Btuh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0,091 ne 2.38 2.41 0 0 0 0 0 0 0 0 4AS-2ov 0,340 ne 8.87 23.74 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 ne 173 2.90 0 0 0 0 0 0 0 0 12C'Osw 0.091 se 2,38 2.41 0 0 0 0 0 0 0 0 11 4A5-2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 4A5-2ov 0.340 se 8,87 22.69 0 0 0 0 0 0 0 0 4B5-2fv 0,310 se 8.09 20.49 0 0 0 0 0 0 0 0 V 13A-flocs 0.143 se 3,73 2.90 98 98 364 283 121 121 451 350 10D-v 0.340 se 8,87 14.77 0 0 0 0 0 0 0 0 4A5-2ov 0.340 se 8.87 24.37 0 0 0 0 0 0 0 0 t--G 12C-0 w 0,091 sw Z38 2.41 0 0 0 0 0 0 0 0 4A5-2sV 0,340 sw 8.87 22.69 0 0 0 0 0 0 0 0 Vh1 3A-4ocs 0.143 sw 3.73 2.90 14 14 52 40 140 86 321 249 10D-v 0.340 sw 8,87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 18 0 155 426 4A5-2ov 0.340 sw 8.87 NX 0 0 0 0 36 0 319 877 W 12C-Osw 0.091 nw 238 2.41 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 2.38 1.51 167 150 355 225 0 0 0 0 11DO 0,390 n 10.18 12.27 18 18 182 219 0 0 0 0 c 16B-30ad 0,032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp Oi049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1,180 30.80 OM 189 12 370 0 195 28 862 0 6 c) AED excursion 2231 1 289 Envelope loss/gain 1323 545 2109 2192 12 a) Infiltration 264 95 617 223 b) Room ventilation- 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 1587 1840 2726 2414 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1587 1840 2726 2414 15 Duct loads 190/0 531% 309 978 19% 53% 531 1284 Total room load 18971 28181 3257 3698 Air required (cfm) I 1 0 136 0i 178 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. A11- -44- vvii-IghttilinDft- Right -Suited Universal 2017 17,0M RSU16877 2017-Jun-19 09:51:57 A0510, Page 2 Desktop\TEMP PRINT\Lot 264 Willow LHG - N.rup Calc s MJ8 Building faces: N wrightsoft Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 264 Willow LHG - N Date: 06-19-2017 By: LF/MC/BP 7225 Sandscove Court. Winter Park.. FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name CAFE STR1 2 Exposed wall 24.5 If 0 ft 3 Room height 9.3 If heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 310.5 If 4.0 x 12.0 ft 5 Room area 310.5 ft' 48.0 ft2 Ty Construction U-value Or HTM Area (w) Load Area (w) Load number Btuh/ft2--F) Btuh/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6t-G12C-0sw 0.091 ne 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0340 ne 8.87 23.74 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 ne 3.73 2.90 14 14 52 40 0 0 0 0 12C-Osw 0.091 se 2.38 2.41 0 0 0 0 0 0 0 0 t t 4A5.2ov 0,340 se 8.87 22.69 0 0 0 0 0 0 0 0 4A5-2ov 0:340 se 8.87 22.69 0 0 0 0 0 0 0 0 4B5-2(v 0.310 se 8.09 20.49 0 0 0 0 0 0 0 0 13A-40cs 0.143 se 3.73 2.90 149 89 331 257 0 0 0 0 1OD-v 0.340 se 8.87 14.77 24 6 213 355 0 0 0 0 4A5-2ov 0.340 se 8.87 24.37 36 0 319 877 0 0 0 0 12C-0sw 0.091 sw 2.38 2.41 0 0 0 0 0 0 0 0 4A5.2ov 0.340 sw 8.87 22.69 0 0 0 0 0 0 0 0 13A-4ocs 0.143 sw 3.73 2.90 65 47 176 137 0 0 0 0 10D-v 0.340 sw 8.87 7.73 18 18 159 138 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 nw, 2.38 2.41 0 0 0 0 0 0 0 0 P 12C-Osw 0,091 2.38 1.51 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.18 12.27 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 311 25 755 0 48 0 0 0 6 c) AED excursion 63 0 Envelope loss/gain 2005 1867 0 0 12 a) Infiltration 540 195 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2545 2062 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2545 2062 0 0 15 Duct loads 191% 531% 496 1097 191% 53% 01 0 Total room load 3041 3158 0 0 Air required (cfm) 0 152 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsaft, 2017-Jun 19 09 51:57 Right-SuiteO Universal 2017 17.0.23 RSU16877 Page 3 r Desktop\TEMP PRINTLot 264 Willow LHG - N.rup Calc = MJ8 Building faces: N A A qw wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 264 Willow LHG - N Date: 06-19-2017 By: LF/MCIBP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web. www.OneSiopCooling.com License: CAC032444 1 Room name IVIBED MWIC 2 Exposed wall 30.5 If 7.0 It 3 Room height 8,0 If heat/cool 0 If heat. 'coot 4 Room dimensions 15,0 x 15,5 ft TO x 12.5 If 5 Room area 232.5 ft2 87,5 It' Ty Construction U-value Or HTIVI Area (w) Load Area (ft2) Load number Btuhl,'ft2-'F) Bt /ft2) or perimeter (ft) Bt h) of perimeter (IQ Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 t- 12C-Osw OMI ne 2.38 2.411 0 0 0 0 0 0 0 0 G 4A5-2ov 0.340 ne 8.87 23.74 0 0 0 0 0 0 0 0 W 13A-flocs 0.143 ne 3,73 2.90 0 0 0 0 0 0 0 0 12C-Osw OMI se 2.38 2,41 124 109 260 263 0 0 0 0 11 4A5-2ov 0.340 so 8.87 22.69 15 2 129 331 0 0 0 0 4A5-2ov O.W se 8,87 22,69 0 0 0 0 0 0 0 0 485-2fv 0310 se 8.09 20.49 0 0 0 0 0 0 0 0 V 13A-4ocs 0143 se 3.73 2.90 0 0 0 0 0 0 0 0 L2 10D-v 0,340 se 8.87 14.77 0 0 0 0 0 0 0 0 4A5-2ov 0.340 se 8.87 24.37 0 0 0 0 0 0 0 0 t-G 12C-Osw 0,091 sw 2,38 2.41 120 75 178 181 56 56 133 135 4A5-2ov 0340 sw 8.87 22,69 45 6 399 1021 0 0 0 0 1 3A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 10D-v 0.340 sw 8.87 T73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 W 12C-Osw 0,091 nw 2,38 2.41 0 0 0 0 0 0 0 0 R L-D 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 11DO 0,390 n 10.18 12.27 0 0 0 0 0 0 0 0 C 1613-30ad OM2 0.84 1.76 233 233 194 409 88 88 73 154 F 19A-Obsep 0.295 2,89 2.04 91 91 263 186 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1,180 30.80 OM 0 0 0 0 0 0 0 0 6 c) AED excursion 171 36 Envelope loss/gain 1424 2373 206 252 12 a) Infiltration 578 209 133 48 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2002 3042 339 300 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2002 3042 339 300 15 Duct loads 1 199% 1 53% 1 390 1618 19% 531% 661 160 Total room load I I 1 23921 4659 405 460 Air required (cfm) 0 225, 0 22 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rk wwrightsclift, 2017-Jun- 19 09:51:57 Right-SuileO Universal 2017 17,0,23 RSU16877 Page 4 n1%DesktopJEMP PRINT\Lot 264 Willow LHG - N.rup Calc = MJ8 Building faces: N wrightsoft, Right -JCS Worksheet Entire House One Stop Cooling and Heating Job: Lot 264 Willow LHG - N Date: 06-19-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web www OneStopCooling com License CAC032444 1 Room name LAUN MBTH 2 Exposed wall 0 If 11,0 If 3 Room height 8.0 it heaticool 8.0 It heat/cool 4 Room dimensions TO x 9.5 It 1,0 x 103.8 It 5 Room area 66.5 ft2 103,8 W Ty Construction U-value Or HTIVI Area (I t2) Load Area If t2) Load number Btuh/ft2-'F) Btuh/tt2) or perimeter (ft) 13 t h) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 12C-Osw 0.091 ne 2.38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0,340 ne 8.87 23.74 0 0 0 0 0 0 0 0 W 13A -4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw 0,091 se 2.38 2.41 0 0 0 0 88 84 200 202 11 4A5-2ov 0340 se 8.87 22.69 0 0 0 0 0 0 0 0 4A5-2ov 0.340 se 8,87 2M9 0 0 0 0 0 0 0 0 4B5-2fv 0,310 se 8.09 20.49 0 0 0 0 4 1 32 82 V 13A-flocs 0.143 se 173 290 0 0 0 0 0 0 0 0L:2 10D-v 0.340 se 8.87 14.77 0 0 0 0 0 0 0 0 4A5-2ov 0.340 se 8.87 24.37 0 0 0 0 0 0 0 0 t--G 12C-Osw 0.091 sw 2.38 2,41 0 0 0 0 0 0 0 0 4AS-2ov 0,340 sw 8.87 22.69 0 0 0 0 0 0 0 0 1 3A-4ocs 0.143 sw 173 2.90 0 0 0 0 0 0 0 0 IOD-V 0.340 sw 8.87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 IN 12C-Osw 0.091 nw 2.38 2,41 0 0 0 0 0 0 0 0 P L-D 12C-Osw 0.091 2.38 1,51 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.18 12.27 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 67 67 56 117 104 104 87 182 F 19A-Obscp 0,295 2.89 2.04 0 0 0 0 4 4 11 8 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 67 5 Envelope loss/gain 56 50 329 469 12 a) Infiltration 0 0 208 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 500 0 Subtotal (lines 6 to 13) 56 550 538 544 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 9 17 0 0 14 Subtotal 611 567 538 544 1151 Duct loads 1 19% 53% 13 301 191% 53% 105 1 289 Total room load 1 77 868 643 834 Air required (cfm) 01 421 01 40 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed PJO- .-htsft- 2017-Jun-19 09:51:57 Right-SuiteO Universal 2017 17.0.23 RSU1687748& Page 5 n'\Desk(op1,TEMP PRINT\Lot 264 Willow LHG - N,rup Calc = MJ8 Building faces: N wrightsoft, Flight-JO Worksheet Job: Lot 264 Willow LHG - N Entire House Date: 06-19-2017 One Stop Cooling and Heating By: LFIMCIBP 7225 Sandscove Court, winter Park, FL 32792 Phone (407) 629 - 6920 Fax. (407) 629 - 9307 Web www OneStopCooling.com License CAC032444 1 Room name MTOI WIC2 2 Exposed wail 0 It 14.0 If 3 Room height 8.0 It heal/cool 8,0 If heat/cool 4 Room dimensions 6.5 x 3.5 If 5,0 x 9,0 It 5 Room area 22.8 IV 45.0 W Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftl-'F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Grass N/P/S Heat Coal Gross N/P/S Heat Cool 6 Vr_G 12C-osw 0MI ne 2,38 2AI 0 0 0 0 40 40 95 96 4A5-2ov 0:340 ne 8.87 23,74 0 0 0 0 0 0 0 0 W 13A Aocs OA43 ne 3.73 2.90 0 0 0 0 0 0 0 0 1 12C-0sw 0.091 se 2,38 241 0 0 0 0 72 72 171 173 1 4A5-2ov 0.340 se 8,87 2E69 0 0 0 0 0 0 0 01-=-G 4A5-2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 4B5-2fv 0,310 se 8.09 20.49 0 0 0 0 0 0 0 0 13A-4ocs OA43 se 333 2.90 0 0 0 0 0 0 0 0 10D-v 0,340 se 8.87 14.77 0 0 0 0 0 0 0 0 L-G 4A5-2ov 0,340 se 8.87 NX 0 0 0 0 0 0 0 0 12C-Osw 00911 sw 2,38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0,340 sw 8.87 22,69 0 0 0 0 0 0 0 0 1 3A-4ocs 0,143 sw 3.73 2.90 0 0 0 0 0 0 0 0 10D-v 0.340 sw 8,87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5-2ov 0340 sw 8.87 24.37 0 0 0 0 0 0 0 0 W 12C-Osw 0,091 nw 2.38 2A1 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 238 1.51 0 0 0 0 0 0 0 0 L-D 11D0 0.390 n 10,18 12,27 0 0 0 0 0 0 0 0 C 16B-30ad 0,032 0.84 1.76 23 23 19 40 45 45 38 79 F 19A-Obscp 0295 2.89 2,04 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0,31 0 0 0 0 45 45 20 14 F 22A-tpm 1.180 30,80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 4 50 Envelope loss/gain 19 36 324 313 12 a) Infiltration 0 0 265 96 b) Room ventilation 0 0 0 0 13 Internal gains, Occupants @ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 19 36 589 409 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19 36 589 409 15 Duct loads 1 191% 531% 4 19 191% 53% 115 217 Total room load I 231 551 703 626 Air required (cfm) I 1 0 3 1 1 01 30, Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsoft, Right-SuiteO Universal 2017 17.0,23 RSU16877 2017-Jun-19 09:51:57 41 1 ... n\Desktop'\TEMP PRINT\Lot 264 Willow LHG - N.rup Calc = MJ8 Building faces: N Page 6 1.1 a Job: Lot 264 Willow LHG - INrprwrightsoftRight-JO Worksheet Date: 06-19-2017EntireHouse By: LF/MC/BP One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone, (407} 629 - 6920 Fax (407) 629 - 9307 Web. www.OneStopCooling.com License: CAC032444 1 Room name BED3 WIC3 2 Exposed wall 18.0 It 5.0 It 3 Room height 8,0 If heat/cool 8.0 It heat/cool 4 Room dimensions 12.0 x 12.0 It 5.0 x 9.0 It 5 Room area 144,0 ft2 45.0 W Ty Construction U-value Or HTIVI Area (ft2) Load Area (ft2) Load number Btuh/ttl-'F) Bt /ft-) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 12C-Osw 0.091 ne 2.38 2.41 96 66 157 159 40 40 95 96 4A5-2ov 0.340 ne 8.87 23.74 30 0 266 712 0 0 0 0 W 13A-flocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw 0.091 Se 2.38 2,41 24 24 57 58 0 0 0 0 11 4A5-2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 4A5-2ov 0.340 se 8.87 22,69 0 0 0 0 0 0 0 0 465-2fv 0.310 se 8.09 20.49 0 0 0 0 0 0 0 0 V 13A -4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0L210D-v 0340 se 8.87 14,77 0 0 0 0 0 0 0 0 4A5-2ov 0.340 se 8.87 24-37 0 0 0 0 0 0 0 0 t--G 12C-05w 0,091 sw 2.38 2'41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8,87 22.69 0 0 0 0 0 0 0 0 1 3A-40cs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 10D-v 0.340 sw 8,87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 W 12C-Osw 0091 nw 2.38 2.41 24 24 57 58 0 0 0 0 P L-0 12C-Osw 0.091 2.38 1.51 0 0 0 0 0 0 0 0 11DO 0.390 n 10.18 12,27 0 0 0 0 0 0 0 0 C 11613-30ad 0.032 0.84 11.76 144 144 120 253 45 45 38 79 F 19A-Obscp 0.295 2.89 2.04 12 12 35 24 0 0 0 0 F 19C-19cscp 0,049 0.44 0.31 132 132 59 41 45 45 20 14 F 22A-tprn 1.180 30.80 U0 0 0 0 0 0 0 0 0 6 c) AED excursion 3 24 Envelope loss/gain 750 1308 153 165 12 a) Infiltration 341 123 95 34 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 1 0 of Subtotal (lines 6 to 13) 1091 1661 247 199 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1091 1661 247 199 15 Duct loads 19% 531% 213 884 191% 53% 481 106 Total room load 1304 25451 295 306 Air required (cfm) I 1 0 123 1 01 15 Calculations approved by ACCA to meet all r2quirements of Manual J 8th Ed. vir-ilghtsaft- 2017-Jun-19 09:51 57 Right-SuiteO Universal 2017 17 0,23 RSU16877 Page 7 n\Desktop',TEMP PRINT\Lot 264 Willow I-HG - N.rup Calc -- MJ8 Building faces: N j . FfIl- wrightsoft Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 264 Willow LHG - N Date: 06-19-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: www OneStopCooling corn License: CAC032444 I Room name BTH2 T012 2 Exposed wall 0 It 0 It 3 Room height 8.0 It heat/cool 8.0 If heat/cool 4 Room dimensions 7.0 x 5.5 It 7.0 x 6.0 It 5 Room area 38.5 ft2 42.0 W Ty Construction U-value Or HTIVI Area (w) Load Area (f t2) Load number Btuh/ftl-'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 y1 12C-Osw 0,091 ne 2,38 2.41 0 0 0 0 0 0 0 0 4A5-20v 0,340 ne 8.87 23.74 0 0 0 0 0 0 0 0 W 13A-flocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 12C-Osw 0.091 se 2,38 2.41 0 0 0 0 0 0 0 0 4A5-2ov 0.340 se 8,87 22.69 0 0 0 0 0 0 0 0 4A5-2ov 0.340 se 8.87 22,69 0 0 0 0 0 0 0 0 4B5-2tv 0.310 so 8.09 20.49 0 0 0 0 0 0 0 0 I 3A-4ocs 0,143 se 3.73 2,90 0 0 0 0 0 0 0 0 10D-v 0.340 se 8,87 14.77 0 0 0 0 0 0 0 0 4A5-2ov 0.340 se 8,87 24-37 0 0 0 0 0 0 0 0 12C-Osw 0,091 sw 2,38 2.41 0 0 0 0 0 0 0 0 t--G 4A5-2ov 0.340 sw 887 22.69 0 0 0 0 0 0 0 0 1 3A-4ocs 0.143 sw 3,73 2,90 0 0 0 0 0 0 0 0 10D-v 0.340 sw 8.87 7,73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 6,87 24,37 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 nw 2.38 2.41 0 0 0 0 0 0 0 0 R L--D 12C-0sw OMI 2.38 1.51 0 0 0 0 0 0 0 0 11DO 0.390 n 10,18 12.27 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1,76 39 39 32 68 42 42 35 74 F 19A-Gbscp 0.295 289 2.04 0 0 0 0 0 0 0 0 F 19c-1 9cscp 0.049 0.44 0.31 39 39 17 12 20 20 9 6 F 22A-tpm 1,180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 9 9 Envelope loss/gain 49 71 44 71 12 a) Infiltration 0 0 01 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 0 0 Subtotal (lines 6 to 13) 49 71 44 71 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 9 17 14 Subtotal 49 71 53 88 15 Ductloads 1 19% 53% 10 38 191% 53% 1 101 471 Total room load 1 59 109 63 135 Air required (cfm) 0 5 01 61 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. J. T-- -T7w- vierightsc),ft, Right -Suited Universal 2017 IT0,23 RSU16877 2017-Jun-19 09:51:57 A 1-- o. iDesktop\TEMP PRINT\Lot 264 Willow LHG - N,rup Calc = MJ8 Building faces: N Page 8 wrightsoft, Right-JO Worksheet Job: Lot 264 Willow LHG - N Entire House Date: 06-19-2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax. (407) 629 - 9307 Web: www OneStopCooling.com License: CAC032444 1 Room name BED2 LOFT 2 Exposed wall 11.5 ft 11.0 It 3 Room height 8.0 It heat/cool 0 It heat/cool 4 Room dimensions 11.5 X 11.5 It 1.0 x 290.3 It 5 Room area 132.3 IL2 290,3 ft' Ty Construction U-value Or HTM Area (w) Load Area (ft2) Load number Btuh/ft2-*F) st /w) or perimeter (ft) Bt h) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vr12C-0sw U91 he 2,38 2,41 0 0 0 0 0 0 0 0 a 4A5-2ov 0.340 he 8.87 23,74 0 0 0 0 0 0 0 0 W 13A-flocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 123-0sw 0M1 se 2.38 2.41 92 77 183 185 88 73 173 176 11 4A5-2ov 0.340 se 8.87 22.69 0 0 0 0 0 0 0 0 4A5-2ov 0.340 se 8.87 2Z69 15 2 133 340 15 21 133 340 4135-21[v 0.310 se 8.09 20.49 0 0 0 0 0 0 0 0 VL:2 13A-flocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 10D-v 0.340 se 8,87 14.77 0 0 0 0 0 0 0 0 4A5-2ov 0.340 se 8.87 24.37 0 0 0 0 0 0 0 0 12c-0sw 0.091 sw 2.38 2,41 0 0 0 0 0 0 0 0 t--G 4A5-2ov O.340 sw 8,87 22-69 0 0 0 0 0 0 0 0 3A -4ocs 0.143 sw 173 2.90 0 0 0 0 0 0 0 0 Ti110D-v 0.340 sw 8,87 7.73 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 4A5-2ov 0.340 sw 8.87 24.37 0 0 0 0 0 0 0 0 W 120-0sw 0,091 nw, 2,38 2.41 0 0 0 0 0 0 0 0 P L-D 12C-0sw 0.091 2.38 1,51 0 0 0 0 0 0 0 0 11DO 0,390 n 10.18 12.27 0 0 0 0 0 0 0 0 C 168-30ad OM2 0.84 1.76 132 132 110 233 290 290 242 510 F 19A-Obscp 0.295 2,89 2,04 0 0 0 0 4 4 11 8 F 19C-19cscp 0.049 0.44 0,31 109 109 48 34 33 33 15 10 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 56 54 Envelope loss/gain 475 848 574 1099 12 a) Infiltration 218 79 208 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1 693 1157 783 1174 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 34 64 14 Subtotal 693 1157 817 1238 15 Duct loads 190/0 531% 135 615 19% 53% 159 658 Total room load 828 1772 976 1896 Air required (cfm) 0 85 0 91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsaft, 2017-Jun-19 09 51:57 Right -Suited Universal 2017 17 0 23 RSU16877 Page 9 n\Des1ktopJEMP PRINT\Lot 264 Willow LHG - N.rup Calc = MJ8 Building faces: N wrightsoft Right-JO Worksheet Job: Lot 264Willow LHG-N Entire House Date: 06-19-2017 One Stop Cooling and Heating By: LF/MC/BP 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 I Room name STR2 2 Exposed wall 0 If 3 Room height 8.0 It heaticool 4 Room dimensions 4.O x 15,5 It 5 Room area 62.0 N2 Ty Construction U-value Or HTIVI Area (ft2) Load Area Load number Btuhiftl-'F) B I /ft2) I or perimeter (ft) Btuh) or perimeter Heat Cool Gross - NVP/S Heat cool Gross N/P/S Heat Cool 16VL12C-Osw 0.091 ne 2.38 2.41 0 0 0 0 G 4A5-2ov 0.340 ne 8,87 23.74 0 0 0 0 W 13A-flocs 0,143 ne 3,73 2.90 0 0 0 0 12C- 0sw OM11 se 238 2.41 0 0 0 0 11 TE 4AS-2ov 0,340 se 87 22.69 0 0 0 0 4A5- 2ov 0340 se 87 22.69 0 0 0 0 4135- 2tv 0.310 se 09 20.49 0 0 0 0 VL2 3A - 4ocs, 110D-v 0. 143 se 3.73 2.90 0 0 0 0 0. 340 se 8.87 14.77 0 0 0 0 4A5- 2ov 0,340 se 8.87 24.37 0 0 0 0 VIJ 12C-0sw OM1 sw 2.38 2.41 0 0 0 0 t-- G 4A5-2ov 0340 sw 8.87 22.69 0 0 0 0 Vh1 3A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 10D- v 0340 sw 8.87 7.73 0 0 0 0 4A5- 2ov 0.340 sw 8,87 24.37 0 0 0 0 4A5- 2ov 0,340 sw 8,87 24.37 0 0 0 0 W 12C-Osw OMI nw, 2,38 2.41 0 0 0 0 R 12C-Osw 0,091 2.38 1.51 0 0 0 0 11DO 0.390 n 10.18 1217 0 0 0 0 C 16B-30ad 0.032 0,84 1,76 62 62 52 109 F 19A-Obscp 0,295 2.89 2.04 0 0 0 0 F 19C-1 90scp O1049 0,44 0.31 0 0 0 0 F 22A-tpm 1,180 30.80 OM 0 0 0 0 6 c) AED excursion 12 Envelope loss/gain 52 97 12 a) Infiltration 0 0 b) Room ventilation 0 0 13, Internal gains: Occupants @ 230 0 0 Appliances/ other 01 Subtotal ( lines 6 to 13) 52 97 Less external load 0 0 Less transfer 0 0 Redistribution 52 97 14 Subtotal 0 0 15 Duct loads 191% 53% 0 0 Total room load 0 0 Air required (cfm) 1 0 01 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed J . 1:57 Q- -rrr" wrights4oft2017-Jun-19 09:5, Right-SuiteD Universal 2017 17,0,23 RSU16877 Page 10 n,Desktop\ TEMP PRINT\Lot 264 Willow LHG - N rup Cale = MJ8 Building faces: N wrightsoft. Duct System Summary Entire House One Stop Cooling and Heating Job: Lot 264 Willow LHG - N Date: 06-19-2017 By: LF/MC/BP 7225 Sandscove Court, Winter Park. FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web. www OneStopCooling,com License: CAC032444 Project intormation For: Taylor Morrison Sanford, FL Heating Cooling External static pressure a50 in H2O 0.50 in H2O Pressure losses 0.16 in H2O 0.16 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.258 / 0.082 in H2O 0,258 / 0.082 in H2O Lowest friction rate 0,135 in/100ft 0.135 in/100ft Actual air flow 0 cfm 1160 cfm Total effective length (TEL) 251 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg Cf m) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg,Eqv Ln (ft) Trunk BED2 c 1772 0 85 0.148 6.0 Ox 0 VlFx 34,4 140.0 st3 BED3 c 2545 0 123 0,143 6.0 Ox 0 VlFx 40.4 140.0 st3 STH2 C 109 0 5 0.146 4.0 Ox 0 VlFx 36.0 140.0 st3 CAFE C 1579 0 76 0.188 6,0 Ox 0 VlFx 16.8 120.0 SO CAFE -A C 1579 0 76 0.180 6,0 Ox 0 VlFx 23.2 120.0 SO FAM c 3698 0 178 0.162 7.0 Ox 0 VlFx 33.7 125.0 SO KIT C 2818 0 136 0A74 7.O OX0 VlFx 23.4 125.0 SO LAUN C 868 0 42 0.227 5.0 Ox 0 VlFx 8.4 105.0 st2 LOFT c 1896 0 91 0.143 7.0 Ox 0 VlFx 40.4 140.0 st3 MBED c 2330 0 112 0.195 7.0 Ox 0 VlFx 16.9 115.0 st2 IVIBED-A C 2330 0 112 0,204 7.0 Ox 0 VlFx 11.2 115.0 st2 MBTH C 834 0 40 0.184 4,0 OX0 VlFx 20.0 120.0 st2 MTOl C 55 0 3 0.200 4,0 Ox 0 VlFx 14.0 115.0 st2 MWIC C 460 0 22 0.305 4.0 Ox 0 VlFx 4.5 80.0 POU c 115 0 6 0.160 4.0 Ox 0 VlFx 36.2 125.0 SO T012 C 135 0 6 0.144 4.0 Ox 0 VlFx 38.9 140.0 st3 WIC2 c 626 0 30 0,143 4.0 Ox 0 VlFx 45.5 135.0 st3 I WIC3 I C 306 1 0 1 15 1 0.135 1 4.0 Ox 0 VlFx 45.5 145.0 st3 Soldlitalic values have been manually overridden 2017-Jun-19 09:51:58 A. + wrightsoft, Right-SuiteO Universal 2017 17,0,23 RSU16877 Page IAM ..'\Desktop\TEMP PRINT\Lot 264 Willow LHG - N rup Calc = MJ8 Building faces: N Trunk Htg Cig Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk SO Peak AVF 0 472 0.160 601 12.0 0 x 0 VinIFIx st3 Peak AVF 0 356 0135 454 12.0 0 x 0 VinIFIx st2 st2 Peak AVF 0 666 0135 623 14.0 0 x 0 VinIFIx Grille Htg CIg TEL Design Veloc; Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) fit) FIR f pm) in) in) Opening (in) Matl Trunk rb2 Ox 0 0 366 50.5 0.163 671 10.0 Ox 0 VlFx rbl Ox 0 0 794 61.0 0135 569 16.0 Ox 0 VlFx 2017-Jun-19 09:51:58 A;. + wrightsoft, Right-Sui(eO Universal 2017 17 0,23 RSU16877 Page 2M ..n\Desktop\TElv4P PRINTIot 264 Willow LHG - N,rup Calc MJ8 Building faces: N U» ^O^8 Jvu' um 4 Willow L*m'w y= wo xmusw/ou —'-- ---- — -- ---- Date: 06-19-207 Entire House By: LrmwoIBP One Stop Cooling and Heating r22oownd,o".°Court, Winter Park, pLx27n Phone. wonmy nyuoFax .wor/ae mmr Wm`.°=.uneS'opummng corn License. cxoo3244, For: Taylor Morrison Sanford, FL Heating Cooling inH20) inH2O) External static pressure 0.50 0.50 P/eaaure| uoaem Coil O 0 He exchanger 0 O Supply diffusers 0.03 0.08 Return grilles 0.03 0.03 Filter 0. 10 0.10 Humidifier O O Balancing damper 0 O Other device O O Available static pressure 0.34 0.34 Total Effective Length Supply Return 8) ft) Measured length ofrun-out 16 28 Measured length oftrunk 29 0 Equivalent length offittings 145 35 Total length 190 81 Total effective length 251 Friction Rate Heating Cooling in/100ft) in/100ft) Supply Ducts 0.135 OK 0.135 OK Return Ducts 0.135 OK 0,135 OK Fitting Equivalent Length Details Supply 4X= 35 11A=20 11G=5 11Q=5 11G=5 11A=20 11G=5i1A=35 11G=511G=5 11G=5 TbtadEL=145 2017-Jun-1909m: 58 oWm w^zo, r,roe nuo,amr —Universal Page Level 1 T90 .: YJIMA71 T9(? . IAWAJ 10X8 169 cfm r90 7., TRO cN IOX10-2 92 ch 6' Sup Riser 12„ a FBB1" ven 1OX10-2 IT03 92cfiT _.. 7„ 10X8 129cfm 2 VIBH LSQWq EP1 V T{ { ro F xx T9Q T9Q 4" 8X4 5cfn EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 =110 CFM Fan EFL1=50CFMFan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR= Vent to Roof VTW = Ventto Wall DV = Dryer Vent RV = Range Vent LinesetChase Condensate T = Thermostat 1';, SRB =Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box RAD-S 3DAAAa T90 M EF1 = 50 GFM Fan EF2 = 80 CFM Fan EF3 =110 CFM Fan EFL 1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 =110 CFM Fan VTR = Ventm Roof VTW = VenttD Wall DV = Dryer Vent RV = Range Vent LinesetChase Condensate T = Thermostat 1 io SRB = Small Reduction Box LRB = Large Reduction Box FBB =Field Built Box 10X8 115 cfm Level 2 y',} . D.I.W 8j FI3WWOYTIRV, 4a 3TIU8 WTeYe j j12X12 8X4 21 cfm 293cfm10X8jI 115cfm104' 7„ i 8X4 7 9 cfm 4.' 4" RE N 8X4 2 cfm F 4 EF11 /TR 8930 12 IiTABsupRis { TROD 10X6 68 cfm 6 S M0039038 8X4 29 cfm 10X6 LR0' 4" 82 cfm 12 x 12 cu 5 cfm lox10 9" 10X6 lox 10 D_ N 116 cfm 4 " 8X4 14cfm N E MOOR038 8X4 6 cfm I O-V 3N T. 3" 1 3" caa,s4e +r-c- K From 2^ Fiaoi- 7-tPt l Sd IcIaa l- r y R* 4c 4 ee TAYLOR MORRION THORNSROOKE T.H. FLOOR PLAN: REDWOOD RIGH HAND GARAGE 1ST FLOOR f% TAYLOR MORRION THORNBROOKE T I+ FLOOR PLAN: REDWOOD RIGHT HAND GARAGE H71411 0=I In j i L INN, IV l44 a) - 1 3 ft too m r s 311 Wf1+71 E J f A CK - - f ...,.... FOR W/M 7POW DER BATH 17 uav =.,, THORNBRi FLOOR PLC RIGHT HA? 1ST FLOOR 7-7 TAYLOR MORRION THORNBROOKE 7; H - FLOOR PLAN; BIRCH RIGHT HAND GARAGE 2ND FLOOR m TAYLOR MORRION THORNBROOKE T. H, FLOOR PLAN: REDWOOD LEFT HAND GARAGE 2NDFLOOR 5 fllr-r &+ Im 0,k 3" 3" WASTE STACK FROM 1ST FLOOR TO 2ND FLOOR 0 0 DESCRIPTION AS FURNISHED. Lots 264, 265, 266, 267, 268, 269 and 270, I HORNBROOKE PHASE 5, os recorded Plot Book 81, Pages 6. through 69 of the Pub, o Records of Seminole .0 IEF 1 € ' G a C-- TRACT C3 . I E r GE r c ICE Tt_C ( r ( LANDSCAPE/OPEN P4E.E%!„NA t/WA Lj. Ef„c/UTtu.=_) N 89057` 49" E County, Florido. PLOT PLAN FOR / o CERTIFIED TO: C 0 j Taylor Morrison of Flori 3 W 0 • Inc. CL v a A U c 0 O PLOT PLAN ONLY* C} CI NOT A SURVEY) 0 ROPOSED INFORMATION SHOWN c) t 00) 0 C BASED ON SUPPLIED PLAN p AND/OR INSTRUCTIONS PER 0 C3 CLIENT(NOT FIELD VERIFIED) O LOT 264 OR 270 NOTE PAVER ITEMS ARE NOT NCLUDED IN IMPERVIOUS AR&4 f LOT = 2,121 SQ.FT. ONLIVING = 770 SQ.FT. LINE 458 SOFT. PAVER ENTRY = 9 SQ.FT. LANAI = 93 SOXT. y BREEZEWAY = N/A SQ.FT. PAVER DRIVEWAY= 40O SOFT. c~i A/C PAD = 9 SQ.FT. PAYER WALKWAY = 6 SQ.FT. IMPERVIOUS = 62.7 330 SQ.FT. SOD = 376 SOFT. OFFLOT AREA CALCULATIONS: R/W = 179 SOFT. APRON = 51 SQ.FT. SIDEWALK = 112 SOFT. sr)rr = I 99 nn, PROPOSED = FtNSHED SPOT GRADE ELEVATIONS F PER DRAINAGE PLANS 22.33 LOT 265, 266, 268, OR 269 NOTE: PAVER ITEMS ARE NOT a.aa' INCLUDED IN IMPERVIOUS AREA ft I 70.aa' 10.00' ta.oO' ta.oa` 10.00' 10.00' ON LOT 264 AC AC LOT 265 t AC LOT 266 j LOT 267 AC LOT 268 AC LOT 269 AC AC LOT 270 t f ON LINE 7.2' 20.0' 16.8' 5.2' S.2' 5.2 16.8' 20.0' 7.2 ` LINE ro LANAI o LANAI LANAI o LANAI o " LANAI o o `gz o cci ca a Z - 34.3' n " 16.8' 16.8' 16.8' i ON 7.2' ON LINE 7.2' LINE PAVER ENTRY ENTRY 2.a 31S4 w PROPOSED 360-' w PROPOSED 3q(0 w PROPOSED S142 w• 33Qi w gq w Q 2.0' PROPOSED PROPOSED PP.O OSED P POSED ATTACHED - o ATTACHED ATTACHED = ATTACHED o ATTACHED o ATTACHED ATTACHED 2.0 RESIDENCE fv a RESIDENCE v o RESIDENCE a o RESIDENCE <v o RESIDENCE E4 o RESIDENCE w o RESIDENCE oLT rn Y U7 UT UT US vT 3 FFE=26.3' F.F.E.=26.3` F.F.E.=26.3' FFE=26.3' FF.E.=26.3' F.F.E. 226.3' FF.E=26.3" n ry WILLOW REDWOOD REDWOOD BIRCH REDWOOD REDWOOD WILLOW r a PAVER PAVER PAVER PRYER IL 5.7' ENTRY 15.7' S TENTRYENZNTRY 3.7 i o 3.7 PAVER M 12.7' T3.7' 34.7' d 9' 12.7" 4 9'9'9' ENTRY f0.7` F 9 moo'. 12.7' 4PA 3¢T16' 16' PAYER PAVER PAVER PAVER PAVER PAVER PAVER DRIVEPAVER PAVER AVER PAVERDINEWALKDINEDINEWALKWALKWALK DRIVE RIVE DRIVE 25.00- 25.00' - 25.00= 290a 25 Oa ZS.Qa' ZS.00 10' UTI SMT t 10, UTIL. ESMT. 6 Z4. 130 --z. uu WALIfv zz. UU zz. UU .C,C. UU -1 III- zz. UU zz. 33 LUI = 2,090 S%.t1. LIVING = 894 SOFT. GARAGE = 249 SQ. PAVER ENTRY = 36 SOFT. LANAI = 102 SQ.FT. BREEZEWAY = N/A SO.Fr PAVER DRIVEWAY= 225 SQ.FT. A/ C PAD = 9 SQ.FT. PAVER WALKWAY = 48 SQ.FT, IMPERVIOUS= 60.0 9 1, 254 SQ.FT. SOD = S77 srsFT R/ W _. 176 -V SQ. FT. APRON 30 SOFT. SIDEWALK 110 SOFT SOD 36 SQ.FT. To AREAS: AREA = Z266 SO, FT. DRIVEWAY SIDEWALK 255 158 SOFT. SOFT. O SOD 563 SOFT. f3 LOT 267 c NOTE. PAVER ITEMS ARE NOT INCLUDED IN tOPERWOUS AREA ON LVI = 2,090 SLt.P 1. LINE LIVING = 524 SQ.FT GARAGE = 259 SQ.FT. PAVER ENTRY = 68 SQ.FT LANAI = 102 SQ.FT. PAVER DRIVEWAY= 261 SOFT. DRIVEWAY = 261 SQ.FT. A/ C PAD = 9 SQ.FT. PAVER WALKWAY = 25 SOFT IMPERVIOUS= 57.1 /-. 1, 194 SO.FT. snn = d'7 sn FT y ' P.C. 7. 73' RIW = 176 So. FT. APRON = 30 SQ.FT. SIDEWALK = 110 SOFT. cnn = * 4r cn rT 2, 300 AY = 451 SQ. FT. SO. FT. I t wrto ! t t ( BNB.) S 890 y7 49" W AREA = 2,266 SQ.FT K = ' 3sz sa:r: MIST' GROVE LANE (40' RIW) TRACT A SIDEWALK = 135 SQ.FT. sQD = 578 sQ.Fr U S'.E. ER 5`C OTT LA V- DR. 5`C?'INS` riS UR T FYOR S" 277-zL AX°;658 14-6PAL FYP. PMNT ON LIFE TYF7CkL DRAIK _ I 85L tuaalRG SETIIACK LIFEE D CcrxxeDDELTANOTES:ENDSG4LE f` = 2D'--I DRkrvnr 8Y: •*•T PR.0 PEffi!T DF REVERSE CLtZVkTI)RE CLFC. = 04AIN LING FdCE VDFC. VOTJB C.& CFfv2H HEARING T. %NE Eft tCHED DOES HEREBY CERTIFY THAT THIS SUR4 MEETS THE 4N&KN TECHN/GtC. STANDARDS SET FORTH BY.. Q(.'7ER No.= LAR= FIE7.9 FIELPIPEPL. C: PDDtT tF (i1PPOJgH EURVkiIRNE GB = ATE &LOCKBEARIK UVIL, UTILITY THE FLORVA BOARD OF PPO t55K3YA(. (AND SVRVE1ttR5 @J CHrWTER SJ-t7 OF fi'.E fLOftfAk . NSTRkT74£ CODEIIAT£ RAIL RADIAL Hit -RADIAL PL ®PL IT Ls CLRVATLIZF Hag s BASE. 2UMfSS E4(5ED Wf2T{ S£k2VtYl71R5 SE4t, iTNJ5 St1R4tY r6 NOT VAtRT AFEi 5 PRESENTED FOR 6YFt7R44tTKkfRC PtrRFQ56 ONLY. PLOT P£hN t3G-f4-f7 2360-t7= fMOK itRDUNR. L2t.CRETE F RIENT A.$ PONT OF BE4.s"a w P.T. _ Ptl'Ma T IFTAHOEICYDES£RffTkN NLI 41L 4 DISK 3. THS St1R+EY WAS PREPARED FROM Tif..E IffMOTION FURNISHED TO THE SURWYOR. THEr?E AOY BE OTHER RESTRCT70NS t2' IR. =/# LH<59d PAGPBD{T DF PLF4ANiTtT REFERENCEfE3iUFEN7 DESG = R - RADD35PJV RIGHT- OF-VAY OR E45 4SWS TART AFFECT THIS PRA ERFY. I..'V:' DVERE9PF..x FF. FDrSKDFLU ELEVATEDH L e ARC LEF&THE ESKT. EASUIENT 4. NO NO WROVOJEYTS HAW BEEN LOCATED UNLESS OTHERWISE SHOWN= CALCiiATED vP. CENIERLI VENTEM POTtttNCrRTri 5. TIS SLR IS PREPARED FuP THE SOLE a''MRF OF THOSE CERR IED M AND SHOULD NOT BE REEKD FY ANY R CrYttc'D THISSUIL- NNC/PPOPERTY DOES NOT LIE W{TF!TN 6 SHOW F iOCAi0V OF H PROVEMWTS HfrEON SHOU(.D NOT BE USED TD RECONSTRUCT BolucAP' ERNES, 3Y i r ESTA.8U5HE0 T00 YEAR FLPDD PLANEAS PER 'F`IRV 7. B£ARWS. APE BASED AS%WW DATUtt AND ON TIE LINE SHOWN AS SASE SEARING (&P-)IHE GRUSEN1f.t4 JAMES W. SCOFF, R.LS ' 4801 ZONE X LC4P 6 72Yt7C Dfl55 F 5. &LEVATSIdS, IF SHOWN. APE B4SED ON NATIONAL GEOCEf?C VEPne.Ak OA7VM OF T929, UVLEg5 OTHERWSE NOTED.. 9, C£ RTLRCA7E OFAurHOwz4TION No. 4596. DESCRIPTION AS FURNISHED: Lots 264, 265, 266, 267, 268, 269 and 276, THORNBROOKE PHASE 5, os recorded f^ 1-7 - 2 2 TRACT C f } (LANDSCAPE/OPEN SPACEI3,GN4GEfWALL/FE!,CE/UTiLMESj' N 89057' 49" E q,.q, m 22 nn' 29 nn' 29 nn' 9p nn' Plot Book 8 f, Poges 6E C through 69 of the Pub, O Records of Seminole K 0 County, Florida. w PLOT PLAN FOR / 0 t0 O. CERTIFIED TO: 0 Taylor Morrison of Flori 3 tit 0 • Inc. C C 4 O -0 r PLOT PLAN ONLY* O v% w 0 ra = t3 NOT A SURVEY) O 44 E C ROPOSED INFORMATION SHOWN O O W C OOt2 OBASEDONSUPPLIEDPLAN q r AND/OR INSTRUCTIONS PER o CS` CLIENT(NOT FIELD VERIFIED) q q LOT 264 OR 270 NOT-: PAVER ITEMS ARE NOT NCLUDED IN IMPERVIOUS AREA I ON LOT AREA CALCULATIONS: ONLOT = 2,121 SQ.FT LIVING = 770 SOFT. LINE GARAGE = 456 SQ.FT PAVER ENTRY = 9 SQ.FT. LANAI = 93 SQ.FT. BREEZEWAY= N/A SQ.FT PAVER DRIVEWAY= 400 SQ.FT. AJC PAD = 9 SOFT PAVER WALKWAY = 6 SQ.FT. IMPERVIOUS= 62.7 $ 1,330 SQ.FT. SOD = 376 SQ.FT. LOT AREA CALCULATIONS: R/W = 179 SQ.FT. APRON = 51 SQ.FT. SIDEWALK = 112 SO.Fr. cnn = T I qn FT 2 r)n' E a O PROPOSED = FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS 22.33' LOT 265, 266, 268, OR 269 10.00' i 10.00' 10,00' 10.00' 10.00' t 0.00' t 0.00' LOT 264 AC AC LOT 265 1 AC LOT 266 LOT 267 AC COT 268 AC LOT 269 AC AC COT 270ONr ON LINE 7.2' 20.0 t6.8` 5.2' S.2' 5.2 16.8' 20.0' 7.2' LINE C' LANAI c LANAI LANAI a LANAI a L AtJAr o o a i Z . 16.8' 34.3' 16.8' 16.8, i ON 7.2' ON LINE 7.2` LINE M e PAVER ENTRY ENTRY 2.0 3'54 W 35C LU q(0 W S1$2 w 33 W 3 i Is, 3G PROPOSED - 2.0" PROPOSED PROPOSED PROPOSED PROPOSED PRO SED P POSED ATTACHED ATTACHED ATTACHED - ATTACHED ATTACHED ATTACHED ATTACHED 2.0 RESIDENCE RESIDENCE o RESIDENCE 411 o RESIDENCE <v o RESIDENCE o RESIDENCE Cv o RESIDENCE o fl rn o C3 U) o d rn a CZ m a d s o f} rn y cn of vt cn vT cn WILLOW REDWOOD REDWOOD BIRCH REDWOOD REDWOOD WILLOW R PAVER PAVER PAVER PAVER ENI5.7' 0 ENTRY f 5.7` 5.7' ENTRY ENTRY 76 o 3.7' b PAVER "i 12. 7` . Y3. 7' 34.7" 0 v 9' K o 12.7' v 9' ENTRY o 1D.7' t 9' 12.7`34.7' 9' kPAVERPA R LJ 16' f6` PAVERPAVERPAVERPAVERPAVERPAVERPAVER DRIVE PAVER PAVER PAVER DRIVE DRIVE WALK DRIVE WALK WALK WALK DRIVE DRIVE 25.00' 25.00' 25.00, 29.00' 25.00' 25.00' 25,00 10` UT1 SM7 ti k 10 UTIL. ESMT. AiN. 00 A'.G. UV IWALK ,G,G. UU z.C. UU .C.C. UU WALK zz. UU !z. &13 NOTE: JNNCLUD£D IN 1MPERVIOUS AREA LVI = Z,U!du ZIl31I. 1 LIVNG = 894 SQ.FT. GARAGE = 249 SQ.FT. PAVER ENTRY = 36 SOFT. LANAI = 102 SOFT. BREEZEWAY = N/A SOFT y PAVER DRIVEWAY= 225 SQ.FT. A/C PAD = 9 SQ.FT. v PAVER WALKWAY = 48 SOFT. IMPERVIOUS= 60.0 7. 1,254 SOFT. SOD = 527 SOFT 776 SQ,FT. APRON 30 SQ.FT SIDEWALK 110 SQ.FT. 4 SOD 36 SOFT. TOTAL AREAS: AREA = 2,266 SOFT. oq U j DRIVEWAY SIDEWALK 255 158 SO. FT. SQ.FT. qI SOD 563 SQ.FT q LOT 267 CIO NOTE: PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LOT = z,690 SQ.FT. LINE LIVNG = 824 SOFT. GARAGE = 259 SQ.FT. PAVER ENTRY = 68 SOFT. LANAI = 102 sarr. PAVER DRIVEWAY= 261 SQ.FF. DRVIWAY = 261 SQ.FT. A/C PAD = 9 SQ.FT PAVER WALKWAY = 25 SQ.FT. IMPERVIOUS= 57.1 %' 1,194 SQ.FT Inn = Sat 441FT P.C. 7.73'/ R/W = 176 SOFT. APRON = 30 SOFT. SIDEWALK = 110 SO.FT. inr) = 1F .SO.FT. AREA= 2,300 SQ.FT 2,266 SQFT Y = 451 SQ.FT. 8.B.)S 89'57'49" W VEWAY = 291 SOFT. 392 sa:FT: MISTY GROVE (40' R/W) TRACT AEWALKFARA t35 SQ.FT. LANE 578 SQ.FT j % /f% SE2 Q. S C7 J J j% C D SL_./ F RS 32L DR. AX4007}-658 14- 6PzI- J Y 1 -IfEYE 4-S..-1 1 X C1.J 1 1 Y -L 1 Y 1 j/ it t (407)277-3 TYP. POINT ON LINE TYPiCK DAADUCE D t1E. DC DELTACF#t9 NOTES: SCALE`20'-----IORAM9d 3Y:ND PPP- PLAT PSSliT IIF REVERSE G/2VATIkiE tYSC. CKQX LINK FDKE C.B. tldAi6 BEARING T. TIE£ (50E5 FffFffBY CFRTZFY' 7HAF iHLS SURVEY MEETS F}E k NIKfA{ TECHNtEAI. ST SET FORTH B:' 0. DATE ORDER No. FIELD PL.C: PCRNT fE IYD'POUND C[FVATLS$ C• VVED FE?KX Cjp = L aTE BLOCKDENCN knm- UTILITY THE Fib &0AW OF LAND ST. WF ORS W CHAPTER SJ-17 OF THE F MBA, ME CODE RAD. NIL RADIAt. NOkt-RADIAL PG = Pam IT CMVATLRE gBg g g BEARM 2. UNLESS EMBOSSED WON SLtRYEYGR'S SEAL,. THIS SURVEY tS NOT VAUD AND 5 PRESENTED FGR 6SQRMATRX14L. PWWOSES ONLY. PLOT PWV O6-f4-17 2360-17 C*aCRETE "w'wNT PakPELC7 P08.7T TE BEGttWFY+( P.i. =POINT (X TAKLEsEY DESCRIPTION NLD NAIL4 DISK 3. TH5 S( AY WAS PREPARED FROM PILE B.FORMAT70N FURM94ED TO THE SURvEYM THERE MAY LE OTHER RESTR7CTiONS t/2' SR/K.8 45% EFE P'T Or Ct84 axt-ENTPFFMAnENTREFE[U'.ICf 143N,MEXi DESGR ` RADIi1S P/vEMT, RICK-CF-VAY EASElIENT OR EASEMENTS THAT AFFECT THIS PROPERTY. PP..FA 4. NO CTXD0?GRtAN1O ,f75 HAVE BEEN LOCATED UNLESS 07HOMSE SNOWNCft'J A.A FF. rMSHED FLOOR ELEVATION L s ARC LENS R ER N+RTFfREM5. IBIS SMEY 5 PROIARE6 ',-R THE SO:£ 2fNEFiT CF THOSE CERMED TO AN,, SNtHft6 NOT dE''VP. VI7tCSS POINF LPON BY ANY OTHER TY.tS 8UILOWG/PF.OPERTY DOES JOT LIE WITHIN 6. -wWN LOCAMN OF (MPROEMENTS HEREON SHOULD NOT BE LSW To RECONSTRUCT &-1VkD4R:' LINES 3 I TXE F tbfi o7`c4R Fi.00D Pt4+iE AS ER `F7rM' BEARINGS. ARE SASM ASSUMED DATWt AMY ON ?$ LINE SHOWN AS 34SE SEARfNG (teatSTA3i.SrtFD rb. Fx.ESfMNS, 47 SHOWN, ARE EAS- Gk uA rtJFt GEOCi7iC .g'RiiGSL OATURf GF gI9 L`.55 OFtER:NS£ '"fOTEO R'SSEb'!.0 YI:R RLS. -` JG JAkiES W. SETT, R,f_S j e30f Z X s£4r' +f TZ1T7G DfF55 F 3. C,RiIF.ATE OF AU7HORiZ473ON No-. 4595. DESCRIPTION A FURNISHED: Lots 264, 265, 266, 267, 268, 269 and 270, THORNBRc" OKE PHASE 5, as recorded i- Plat Book 81, Pages & C through 69 of the Pub, 0 L4 Records of Seminole 0 County, Florida. PLOT PLAN FOR / 0 = CERTIFIED TO: Taylor Morrison of Ron 0 . Inc. C7 CL f 0 .0 cQ Z -0 0 t r. PLOT PLAN ONLY* NOT A .SURVEY) 0 64 -0 0 C PROPOSED INFORMATION SHOWN 14 w C w Q a O t BASED ON SUPPLIED PLAN AND/OR INSTRUCTIONS PER CLI£NT(NOT FIELD VERIFIED) O O LOT 264 OR 270 NOTE: PAVER TTEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON_ ON LOT AREA CALCULATIONS: LOT = 2,121 SQ.FT. LIVING = 770 SOFT, LINE GARAGE = 458 SOFT. PAVER ENTRY = 9 SQ.FT. LANAI = 93 SQ.FT. BREEZEWAY = N/A SO.FT. PAVER DRIVEWAY 400 SQ.FT A/C PAD - 9 SOFT. 8 PAVER WALKWAY = 6 SQ.FT IMPERVIOUS = 62.7 330 SQ.FL SOD = 376 SQ.FT. OFF LOT AREA CALCULATIONS: RIW = 179 SQ.FT. APRON = 51 SQ.FT. SIDEWALK = 112 SQ.FT. SITn =. I F. CFT FT 6 34 1-7 - 7 2` TRACT C LANDSCAPE/OPEN SPACE/S.GNAGE/w4LL/FENCEjUTtLtTtES; 1N 89°57` 49" E 22 .. ' _.. 22 nn' 22 00' 22 nn' 22 nn' 29 nn' PROPOSED = FINSHED SPOT GRADE ELEVATIONS PER DP.AWAGE PLANS 22.33' LOT 265. 266, 268, OR 269 NOTE: PAVER ITEMS ARE NOT 70.00' INCLUDED IN 1UPERVIOUS AREAMOO' 10.00' 10.00' 10.00' moo, 10.00' LOT 264 AC AC LOT 265 ( AC LOT 266 LOT 267 AC LOT 266 AC LOT 269 AC AC LOT 270ONttT ON LINE 7.2' 20.0' 1&8` 5.` 5.2" 5.2 16.8" 20.0' 7.2' LINE LANAI LANAI LANAI o LANAI o LANA1 Gk p o 2' 16.8' 34.3' 16.8' 16.8' ON 7.2' N LINE 7.2' LINE PAVER 2.0 ENTRY 2.0 x E M `t 3q( w L c QJ w j L{ w f `"' PROPOSED 2.0' = PROPOSED PROPOSED PROPOSED PROPOSED PRO SED P POSED t ATTACHED ATTACHED ATTACHED - ATTACHED ATTACHED ATTACHED ATTACHED 2.0 RESIDENCE 4 a RESIDENCE <v o RESIDENCE RESIDENCE c RESIDENCE a o RESIDENCE N o RESIDENCE rn rn cn o rn o rn o os x v7 Q) n UI Q) us e WILLOW REDWOOD REDWOOD BIRCH REDWOOD REDWOOD WILLOW "T a. PAVER PAYER PAVER PAVER ENTRY 5 7, o ENTRY 15.7' ENTRY 5.7' RY 3.7 i b 3.7`r i o PAVER ay 12.7'"53.7' o o r: o ENTRY- 9 o 34. 7' r 9' L J 12.7' 4 9" 10, 7' 9 kPAVM 9' 34.7' 16' t6` PAYER PAVER PAYER PRYER PAYER PAYER PAYER DRIVE FAQ PAYER PAYER DRIVEDRIVE W K DRIVE WALK WALK WALK DRIVE DRIVE 25.00` 25,00' 25.00' 29.00' 25.00' 25.00' 25.00 10' UTT UT 10' UTIL. ESMT. Q6 zz.150 G.G. UU J WALKy 'Gz. UU .G,G. UU .G. UU WALK zz• UU zz. &IJ L" = L,Lrju 1 111.r r. LIVING = 894 SQ.FT. GARAGE = 249 SQ.FT PAVER ENTRY = 36 SQ.FT. LANAI = 102 SQ.FT. BREEZEWAY = N/A SOFT v PAYER DRIVEWAY= 225 SOFT. A/C PAD = 9 SQ.FT. PAVER WALKWAY = 48 SQ.FT: IMPERVIOUS= 60.0 % 1,254 SQ.FT. SOD = 527 4 0 FT. R/W V 176V V SO.FT APRON 30 SOFT. SIDEWALK 7 tO SQ.FT. OTOTAL SOD 36 SO.FT. AREA = 2,266 SQ.FT 4 o CIS DRIVEWAY SIDEWALK 255 158 SOFT SOFT. d SOD 563 SQ.F7 O LOT 267 NOTE: PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LVI = z,uyu IWXI. LINE LIVING = 824 SOFT GARAGE = 259 SOFT. PAYER ENTRY = 68 SQ.FT. LANAI = 102 SQ.FT. PAVER DRIVEWAY 261 SO. FT. DRIVEWAY = 267 SaFT. A/C PAD = 9 SOFT PAVER WALKWAY = 25 SOFT. IMPERVIOUS= 57.1 i 1,194 SOFT. SOD = 547 SOFT. P.C. 7.73d R/W = 176 So.FT APRON = 30 SQ.FT SIDEWALK = 7 tO SQ.FT. SOD = 38 SOFT AREA = 2,300 SQ.FT. AREA = 2,266 SOFT DRIVEWAY = 451 SOFT B•B•) S 89057 49" W DRIVEWAY = 291 SQ.FT. SOD = 392 SO.FT MISTY GROVE LANE (40' R/W) TRACT A SIDEWALK = 135 SO.FT. SIDEWALK SOD = 578 sQ.Fr. O /? USET1V1v_fT`_YEj? SCOTT A SAS O C I1VC. - L 11V.D SUR T'. ORS DR. FL. 32807AX407)27 OLONZL 4( O7j 658-14 5 LEGEND - ,, iw a PLBNTTYPICAL LvaE SETBACK LUC C CHORD A<TES SCALE 1' a 2D`-y DRAWN BY: _.. P a PLAT .. PAr- PMNT OF REVERSE CIl2VATLRE CF.FG = 01AW LIW( FEW:E C.B. CHORD DEA7tM I. THE DOES HEREBY CERTIFY 7HAT TENS SURVEY 4EETS THE filA4"M TECWOCAL.. STANDARDS SET FORTH BY Lk4FE ORIYER Nu. FIELD PET Y IF (n-PW:S! CURVATt E G = CCIiC TE 1 UTft.. UTII.ETY T,` FtgMi4 BlitRD CF Cam. LAND SURVEYORS tJ CHAPTER 3J-17 OF 7N£ i10RtR4 IEMtlMSTRATtY£ CEDE RPAC. IP.Lp_ _ PIPE NIT. ALNON -RADIAL tCK PC = POWT OF CMVATURE RR a RASERKSEARING2. UmESS 9)BOSSED WTM SURWYOR"S SM rWS SURbEEy t5 NOT Yf AND t5 PRESVN FA2 #,FofamTKX fac PURPOSES Dt.Y. PLOT PLAN 06-14-17 2360-17 Pam- MER{PI ROD PjaZ CH itTJCRETE HDNLYIEe3T POINT OF BED P.T. = PMMT IS TANGENCY MAIL G DISK 3. T7#S S(AntY WAS PREPARED} FROM 77TUF t.'FORttA7KW AZIRNL FIED TO THE StIRVEtTSR, THERE RbtY OTHER RESTRtCTXM'i PtiG SET £R = 22' IR =/#.8 a5% PPJ4 REC fn'YcE7VERE1 Pf&NT DF CS>rl NCf"ENT RERENCE T DESG = DESCRIDTTDI R = RAIHNS PJYLF/T-fiF-VAY ES-T, OR EASEtfN75 THAT AFFECT 7FJ5 PROPERTY.. 4. NO tD tAR'ROYE#AEN75 tti4YE EK LOCATED UhYESS OStiFRW15E SHOWN. FF. C.LC = CFLCi&.ATED FIhSSk(E$ FLEGR ELEVATa,-Dt( L ARC LEMOR WITNESS NORT"rf 5. T?iS 5I.RVEY 1S PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHCULO n0T 6E C .. CERTOIED 31' a!L t POINT SUILDtNG/PROPERTY DOES NOT LIE WITHIN EfiTABLSNETJ 10O YEAR RC'JD PLANE AS PER FM.M QaED UPON BY ANY OM. ER ENTITYTHIS6. DWENSIOtd SHOWN FOR THE LOCATON OF (UPROUEMOCS HEREON SHOULD NOT BE USED TO RECONSTRUCT €}OU40APY' LANTS 7. BCAP`04S. ARE BASED ASSU(e/ED OATUAA A10 ON 7?C LINE SHOWN AS 345E SEARwa SETHE 419t S. cs£JAT0tF5&-OWNAPE PAS£D ON kAWW kAL CECOMC VER71Ck ITA7UM OF 1929, lhT£SS OTi$RWABS£ gOTET'TOM K. GRUSENtf.7G JkNsES iY. SCOTT, R.L.S p Z x MAP 112117C 0055 F CERTWI ATE OF AUTHM24770M No. 4595. DESCRIPTION AS FURNISHED: Lots 264, 265, 266, 267, 268, 269 and 270, THORNBROOKE PHASE 5, as recorded f ZP 7 - 72&tA T;ZA--T C U (LANDSCAPE/OPEN SPACE/SIGNAGEIWA-1 L/F-ENCE/UTILITIES) z -7 AT 89*57'49" Ei 99 -q-'V 29 nn' 92 nn' 99 nn' 99 nn' Plot Book 81, Pages & through 69 of the Pub, Records of Seminole County, Florida. M > w PLOT PLAN FOR 0 7; CERTIFIED TO: z 0 & Taylor Morrison of FloriS- W -0Inc. 0 r- E- -0 5 to tat C: PLOT PLAN ONLY* 0 NOT A SURVEY) 0 44 tv Q 0. ROPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN 4 0 1 C 0) IUVT8 CL 0 C', Ir AND/ OR INSTRUC77ONS PER o 01 CLIENT( NOT FIELD VERIFIED) LOT 264 OR 270 NOTE' PAVER ITEMS ARE NOT MCLUDED IN IMPERVIOUS AREA LOT = 2,f2r-54.ft ON- LJWNG = 770 SO.FT, LINE GARAGE = 458 SQ.FT. PAVER ENTRY = 9 SQ.FT. LAM = 93 SO.FT. 45 BREEZEWAY = NIA SQ.FT. PAVER DRIVEWAY= 400 SQ.FT A/ C PAD = 9 SQ-FT. PAVER WALKWAY = 6 SQ,FT. IMPERVIOUS = 62-7 x JJO SQ.FT. Soo = 376 SQ.FT. OFF LOT AREA CALCULATIONS. RIW = 179 SO -FT. APRON = 51 SQ.FT. SIDEWALK = 112 SQ.Fr. SOD = 16 SO.FT. 7- 07AL AREAS. AREA = 2,300 SO -FT DRIVEWAY = 451 SO -FT. SIDEWALK = 118 SQ.FT. I: znn = '407 cn FT 111' 29 on, 99 qq, PROPOSED = FINSHED SPOT GP4DE ELEVATIONS PER DRAINAGE PLANS 10. 00' 10.00r 10.00, 10.00, 10-00, 10,00, 10.00, 1 LOT 264 AEC A]CLOT 265 AC LOT 266 LOT 267 AC LOT 268 AC LOT 269 AC AC LOT 270 ON 1 ON LINE- 7.2' 20.0' 1 16.8' 52 55].2 2 16.8' 20. 0' 7.2 UNE LANAI LANAI LANAI LANAI b t6 16, 8, 34.3' 16.8' 16.8' Ot_ 7,2' ON LINE T-F- LINE PAVER ENTRY ENTRY 2ff 3, 54 366, w 3q(0 33b Q1 33q LU In 1, PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED po(;v 1* 2. 0' ATTACHED ATTACHED N ATTACHED tN ATTACHED ATTACHED ATTACHED ATTACHED 2ff RESIDENCE Z4 o RESIDENCE C3 RESIDENCE RESIDENCE RESIDENCE RESIDENCE RESIDENCE Q Iy WILLOW REDWOOD REDWOOD BIRCH REDWOOD REDWOOD WILLOW ^i PAVER PAVER PAVER PAVER 5. 7' 5ENTRY 15. 7' ENTRY 5 7 5 .7 i 37,7'-i 3.7'i PAVER wi 12-7- i J. 7' 7* 3,7' ENTRY g, 34. 9 1Z 7' 9' L 10. 7' iN12. 7* 12-7 9, 914PAVER9' 34. 7' 16' 16, L J PAVER PAVER 7R PAVERFPAVERPAVER PAVER I DRIVE PAVERPAVER PAVER PAVER PAVER PAVE RDRIVE WALK DRIVE WALK DRIVE WALK WALK WALK WALKDRIVE WALK WALKDRIVE DRIVE 25. 00' 25.00' 25.00' 29.00* 25.00 25.00' 25,00 0 u-nL SUT IL It io' uTtL- ESMTJ LOT 265, 266, 268, OR 269 NOTE: PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA LOT = 2,090 SOFT. LIVING = 894 SQ.FT. GARAGE = 249 SOFT PAVER ENTRY = 36 SO.FT, LANAI = 102 SQ.FT. BREEZEWAY = NIA SOFT PAVER DRIVEWAY 225 SOFT, A/ C PAD = 9 SQ.FT. Q PAVER WALKWAY = 48 SQ.FT IMPERVIOUS= 60.0 1, 254 SO.FT SOD = . 597 SO -FT R- 1-W -7, 1-76 --- APRON = JO SQ.FT SIDEWALK = 110 SQ.FF. SOD = 36 SQ.Fr. TOAL— AREAS: AREA = 2, 266 SQ,FT. O k6 DRIVEWAY = 255 SO.FF. C SIDEWALK = 158 SO.FT. I SOD = 563 SQ.FT. O LOT 267 co ANOTE PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LOT AREA CALCULATIONS, ON LOT = 2,090 SO -FT LINE LIVING = 824 SOFT. GARAGE = 259 SQ.FT PAVER ENTRY = 68 SO.FT LANAI = 102 SQ.FT PAVER DRIVEWAY 261 SQ-FF DRIVEWAY = 261 SQ.FE A/C PAD = 9 SQ.FT. PAVER WALKWAY = 25 SQ.FT. IMPERVIOUS= 57. 1 5r. 1,194 SQ.FT. cIlr) = 4A7 5() Fr p, P. C. 22.33' 22.00' 5'CONc- 22.00' 22. 00' 22. 00' 5' CONc- 22. 00' 22.33' 7.73 WALK WALKCURBCURB - -- ------- B-B-) S 89057'49" W MISTY GROVE LANE (40' RIW) TRACT A RIW 176 SQ.F`T- APRON 30 SQ.FT. SIDEWALK 110 SQ FT. SOD 36 SOFT. T AL AREA 2, 266 SQ.FT DRIVEWAY 291 SQ.FT SIDEWALK I35 SQ.FT, IC(In v7R Izzo FT 1-,f T? & Cri-L ` A-5T,1VJfEYTR-S(0-1U1'1TTASSOCI:P INC LAND SUR VFYORS 5400 E. COLON14L DR. ORLANDO, FL, J2807 407)-277- 3232 FAX (407)-658-1436 P.aL LEGEND TIP. PIENT IN LIEDaAIµK TYPICAL Sl- SJO-04 SETBACK LDC D C DELTACHO" NOTES, DRAWN 6r.xx DATE OROQT Ito. PAt- POEWTOFREVERSECURV471AM0--M CRAM LIW FENCE C.B. CHO" W-42 7, -,HE MOM DOES HEREBY CERTIFY THAT `XS SURVEY MEETS THE AWWARM TECHNICAL STANDARDS SET FORTR BY p PLAT FwLD prz. RAD. TxkPIPE pwa EF cmwam CLAWAnpc RADIAL MM VDFC FENCEC/I CONCME BLOCK pr- • POW? OF CMvATUw UrIL Rx UTILITYBENU 0THE FLORIDA BOARD OF PROFES"W LAND SMS ORS IN CHAPTER SJ-17 OF THE FLOROA ADWfiSTRATNE C" 2 LIALSS aeOSSED WrrH SLOM'YOR'S SEq- THtS RWWY IS NOT VAX AND 4S PPE FOR NFORMATIONAL PLJRPOSES` ONLY PLOT PLAN 06-14-17 2360-17 ftp. LP r M RMplm RX+4LkD1 PMW OFABEGM4KINGZ' OF TANCENCY RR 41 RozzBEARING IZAIL & USK 3 THS SMEY WAS PREPARED FROM TITLE INFORWAMN FVRMS To THE Stft?IE`m THERE A"Y at OTHER RESTRICTIONS CK LITCMTE PJM PCENT OF COMKD4U'<NT DEM DESCFWTMN PJV UGHT-CF-VAY OR EAseEmTS THAT AFFECT Tk S PROPERTY, SET LkI/Z' JR, .1170,11E"T 0 *'-B 4596 Pp-K MC, IOVEPE PE`D` N SNT REFEPE'rX MW":ir b%D= ARC LENGTHESXT, EASCWW 4 NO (#4De?GRC(4'V h4S BEEN LOCATED L OTHERWISE NLESS SHOWN; CALC, CAI- CLLATEr, Fr. F1WS$- 1ED FLWR ELEVATION L t CE14TEFIUIC NOPrr4 5" TKS SOW 15 PREPARED FOR 714E smz aENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT RE VP, ITMETS POINT PaW UPON SY ANY OTHER Dn,Y TN1S 811quDiNGIPPOPERTY DOES NOT UE WMIM 6. D9406CAS S-OW FOR THEE LOCA-,1&4 OF AtPME HEREON 94OMD NOT SE USED To RECONSTRkICT SOUNDAI- LNES. CER11FIED 3Y THE ESTAB&SHED 100 YEAR F1000 PLANE AS PER 'FtPM' SSWOJIGS: ARE && SED ASS DARW AND ON 77 Z VNE SHOWN AS SASE BEARWG (Ra) S. ELEVAMNS, AF SHOWN, APE EASED ON PiAnONAL GEODETIC WR77CAL OA7VA( Or 1929. UMSESS OTHEIMSE NOTMI TO 'N 4 JAMES W SCOTT, R1,S d801 ZONE x YAP 12117C DOSS F 9. C- IFICATE OF AUTHMZA7,'C 4596, DESCRIPTION AS FURNISHED: Lots 264, 265, 266, 267, 268, 269 and 270, THORNBROOK11- PHASE 5, as recorded i- I CPictBook81, Pages b: through 69 of the Pub, 0 Records of Seminole 0 .0 County, Florida. M 1> Cb CL PLOT PLAN FOR 0 E E CERTIFIED TO: Taylor Morrison of Flori c •c 0 Inc. 0ELF 0. tti 0 .0 C0 rj PLOT PLAN ONLY* 0 M & NOT A SURVEY) 0 41 E 4 ROPOSED INFORMATION SHOWN 04 0 W 0 CL C Q 0 BASED ON SUPPLIED PLAN fj (Z>r AND/OR INSTRUCTIONS PER Cr.' CLIENT(NOT FIELD VERIFIED) Co Q) LOT 264 OR 270 NOTE. PAVER ITEMS ARE NOT NCLUDED IN tMPERWOUS AREA ON LOT AREA CALCULATIONS: LOT 2,121 SQ.FT. LfVWG 770 SO.FT, GARAGE 458 SQ.FT. PAVER ENTRY = 9 SOFT LANAI 93 SO.FT BREEZEWAY = N/A SQ.FE PAVER 0RrVEWAY= 400 SQ.Fr, A/C PAD 9 SQ.ff PAVER WALKWAY = 5 SQ.FT. IMPERVIOUS = 62.7 1,330 SQ.FT. SOD 376 SO.FT. OFF LOT AREA CALCULATIONS., RIW 179 SQ_FT. APRON 51 SQ.FT. SIDEWALK 12 SQ.FT. Soo 6 SO. FT: TOTAL AREAS. AREA 2,300 SO FT DRAIEWAY 451 SO.FT. SIDEWALK 118 SO.FT SOD 392 SQ.FT. rvf ON- LINE ZP 1-7- 72 t S TRACT C LANDSCAPE/OPEN SPACEIS,GNAGEII'WAILIF-E-,NICEIUTfL,7l;-7Sj' ri N 895749" E 22 22 nn' 22 nn' 22 nn' nn' 29 nn' t 10.00, 10.00, 10.00' laco, lax, 10.00, 10, 001, LOT 264 AEC AC LOT 265 AC LOT 266 LOT 267 AC LOT 268 EC LOT 269 AC AC LOT 270ON ON LINE 7.2' 20.0, 16.8' 5. 5.2r 5 .2 16,8' 20. 0' 7.2' LINE LANAI LANAI LANAI C LANAI 6 -C LANAI 16,8, 34,3' 16.8' 8' i ON 7.2' ON LINE- 72*7 LINE PAVER ENTRY 354 w 36c, I-j 3q(0is LU 33q LU ENTRY 2.0 n 1. PROPOSED ZO' PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED ATTACHED ATTACHED ATTACHED ATTACHED c-4 ATTACHED Cq ATTACHED c4 ATTACHED 2.0' RESIDENCE cN 3 RESIDENCE cN 0 RESIDENCE cN9 6 RESIDENCE p a RESIDENCE 9 iy 0 RESIDENCE 0 RESIDENCE i WILLOW REDWOOD REDWOOD BIRCH REDWOOD REDWOOD WILLOW O< PAVER PAVER PAVER PAVER ENTR 5,7' ENTRY 15 7' ENTRY 5.7' QJRY 5 7 Cy 3.7n PAVER 12.7' r- F" 3,7' 3j' 34.7' 9' 12. 7' 4 9' E ENTRY 10. 7' 4 9 4 12,7' 91 1 9' LL 34.7' 16' L PAVER PAVER PAVER PAVER [ PAVER PAVER DRIVER7 PAVER DRIVE PAVER PAVER PAVER PAVER PAVER rDRIVEDRIVEWALK DRIVE WALK WWALKL WWALK DRIVE WALK DRIVE DRIVE 25.00' 25.00' 25.00' 29.00' 25.00' 25.00' 25.00' To tit 11 h t 10' U77L ESMT 101 Z-1. 1515 UU zz. UU zz. UU zz.uu -1 "Ll"IL. ZZUU Viz. 31i; WALK B-B-)S 89057'49" W MISTY GROVE LANE (40' RIW) TRACT A r` I/TUSEjV1v_fEYEfi-S'C0TT ASSOC.1 IAITC - LAX-D SUR VF YORS LEGEND-,,. PzI_ TYR, POINTIN LINE TYPICAL IRAIIN DRUNA( Z R&L ROLOM S LOC D C DELTACHO" NOTEM, P PLAT PAC POINT OF REVERSE CiaVATURE 0-M 01AIN LPk FOCE C.B. CHOO SEA4W, 1, THE C000MCAW DOES HEREB - CERYFY THAT -,M SURVEY AAEETS THE MWAXw TECHNICAL 5rAVEARD5 SET FORTH arr 9 FIELZ prx- RAO. pmaIF (xFT0jNv amzvATLW RADIAL VDM ream C/1 ODCRETE I'L" UTIL, K UTILITY304CMARK INEROMA SOARO OF PPOFFS"M LAND WRWrORS AV CHk-rER W-17 OF THE FLORIVA AN09SMME CODE LR IRON FIRE NA NW -, RADIAL P C. POINT Or CUWATILt"T 11.3. RASE WDARm 0 2 MISS aeOSSED WITH St 5 SEAL n*S SURVEY IS NOT VALO AND JS PRESENTED FOR #FDQ&A7n44L PERPOSES ONLY E.R. NM ROD LIMIETE WW* ENT ppjzllkc PCINT OF BEG34aNG P.T. PODt OF TAMZKY DESCRIPTION ma KAX ' DISK GF- IJ,* S _14 WAS PREPARED F ME NODRUATION FURNI.SHED TO THE SZ.A THERE UAY BE DINER RESTRICTIONS SET Lk - t/V JR, t" '" '5' 6 REC. ,,RC6 PAK POINT OF C044ENUmE1T PMH CNTRUVWCEK*k*0(T DEM R RADMARC LENrTHp/V ESXT- RIGHTAY EASEWNT OR IAS64045 THAT AFFECT ?WS PROPERTY 4 NO ( qr_0nRO(#JV 401ROVEUEM HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. CALC' FF. FIKTS CD FLOOR ELEVAT04 L t CENTEIZLJ NE VITWESS MINT 6. THIS SMEY S PREPARED FOP 774E 9ME -fNUIT OF THOSE COMIED To AND SHM-1 WT BE fp. RMtEDLIPWBYANYOTHEROrMYTHIS6VILDiNCIPPOPERTY DOES NOT LIE WITHIN 6 O1AA9r,40tS SHOWNFOR ME LOCATION OF IMPRO1,EMEN7S HEREON SHOU-D, NOT BE t'SED TO RECONSTRUCT BOUNDARY LINES, LCER70E THEESTASUSHED100ZARFLOODPLANEASPERFIPU, 7, EEAP04S, ARE BASED ASSUMED aA'UA` AW ON THE LINE SHOW AS 60SE BEARING aB) S. ELEVATV6 AF SHOWN, ARE EASED 'V NATIONAL GEODETIC WR11CAL DATUM OF 1929. cv_Es,_ OmERW NOTME, TOM K. CRUSE 0" 14 WES W. SCOTT, R.L S ZONE x 12117C 01,55 F 9 C_-FTZF1CATE OF AU7HOR(ZA7;ON H. 451;6, FINSHED SPOT GFADE ELEVATIONS PER DRAINAGE PLANS LOT 265, 266, 268, OR 269 NOTE: PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA LUI = Z. U&u Z J' f. LIVING = 894 SQ.FT. GARAGE = 249 SQ.FT. PAVER ENTRY = 36 SO FT LANAI = 102 SQ.FT. BREEZEWAY = NIA SO.FT, cs PAVER DRIVEWAY= 225 SQ.Fr, A/C PAD = 9 SQ:FT PAVER WALKWAY = 48 SOFT. IMPERWOuS= 60, 0 Z. 1,254 SQ.FT. SOD = 597 SOFT R/W 176___ S'Q7T.' APRON30 SO.FT. SIDEWALK yio SO.FT. SOD 36 SO.FT. TO AL AREA = 2, 266 SQ.FT cyj QJ DRIVEWAY SIDEWALK I SOD 255 158 563 SO - FT SQ.FT. SQ.FT CJ LOT 267 NOTE. PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LOT = Z090 SaFT LINE LIVING = 624 SO.FT. GARAGE = 259 SOFT. PAVER ENTRY = 68 SQ.FT LANAI = 102 SQ.FT. PAVER DRIVEWAY= 261 SO.FT DRIVEWAY = 261 SQ.FT. A/C PAD = 9 SQ.FT. PAVER WALKWAY = 25 SQ.FT IMPERMUS= 57. 1 X 1,194 SQ.FT. Soo = 542 SO -FT. P.C. 7.73 5400 E. COLONIAL DR. 407)-277- 3232 SCALE I' - 20' DATE PLOT PLAN 06-14-17 RIW = 176 SO.FT. APRON = 30 SQ.FT SIDEWALK = 110 SO.FT. SOD = 36 SOFT AREA = 2, 266 SQ.FT DRIVEWAY = 291 SO.FT, SIDEWALK = 135 SO.FT. SOD = 578 SO.FT. ORLANDO, FL, 32807 FAX (407)- 658-1436 PRAWN BY: — I jp.' L9. 2360-17 DESCRIPTION AS FURNISHED: Lots 264, 265, 266, 267, 268, 269 and 270, THORNBROOKE PHASE 5, os recorded IPlot' Book 81, Pages b, C through 69 of the Pub, 0 Records of Seminole I* 0 County, Florida. M PLOT PLAN FOR 0 tz v) E ; CERTIFIED TO: C 0 Taylor Morrison of Flori C 3: C: C 0 Inc. 0 CL r a >. z 0 .01Z "a 0 r,4 0 MPLOTPLANONLY* NOT A SURVEY) 0 E PROPOSED INFORMATION SHOWN 0 0j 0 0. BASED ON SUPPLIED PLAN vs, CJ kr. AND/OR INSTRUCTIONS PER Q CLIENT(NOT FIELD VERIFIED) O Q) LOT 264 OR 270 NOTE: PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LOT AREA CALCULATIONS: LOT 2,121 SQ.FT. LIVING 770 SOFT. GARAGE 458 SQ.FT. PAVER ENTRY = 9 SQ.FF LANAI 9.3 SQ.FT. BREEZEWAY = NIA SQ.FT. PAVER DRIVEWAY= 400 SO.FT, A/C PAD 9 SO.FT, PAVER WALKWAY = 6 SQ.FT. IMPERVIOUS = 62.7 z 330 SQ.FT. SOD 376 SO.FT. OFF LOT AREA CALCULATIONS. RIW 179 SQ.FT. APRON 51 SQ.FT. SIDEWALK 112 SO -FT. SOD 16 SO.FT._ TOTAL AREAS: AREA 2,300 SQ.FT. DRIVEWAY 451 SO_ , SIDEWALK 118 SO -FT, SOD 392 SO.FT. ON. LINE CS 1-7 — 2 Z TRACT C LANDSCAPE/OPEN SPACEIS!GtiAGEIWALLIFENICEIUTiL!TiESj 7 N 8957'49" E 22..' 22 no, 22 00' 22 nO' 22 nn' 2,0 nn, t f t t t t I 10.00' 10.00, 10.00, 10.00, 10.00, 10,00, 10.00' I LOT 264 AC Pq LOT 265 1 AC LOT 266 LOT 267 AC LOT 268 EC LOT 269 AC AC LOT 270 ON 1 ON LINE- 7,2 20.0' 16.8' 5.2' 5.2 16.8, 20.0' 7.2' LINE LANAI LANAI LANAI C LANAI 1z LANAJ 6 16,8' 16-8' 16.8, ON 7.2' ON LINE- T2' LINE PAVER 2. ENTRY,2.0' 3-54 3qtp 33q La PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED P POSED 2.0' ATTACHED ATTACHED ATTACHED ATTACHED 04 ATTACHED ATTACHED ATTACHED 2-0 RESIDENCE c-4 c RESIDENCE RESIDENCE C4 C RESIDENCE C) RESIDENCE C4 0 RESIDENCE RESIDENCE Ui 6-4ui 01 Lew ay WILLOW REDWOOD REDWOOD 81RCN REDWOOD REDWOOD WtLEOW s 0! PAVER PAVER PAVER PAVER 5.7' ENTRY 15.7' ENTRY 5.7- NTRY 5.7S./ C:' 17'i P 3.7 n PAVER 12.7- i J. 7' 3,7' r< ENTRY 9C 34 9 12.7' 4 9' E 10. 7' 12.7* 4PAVE 34.7' w16' PAVER PAVER PAVER PAVER PAVER PAVER DRIVEPAVER PAPAVER PAVER R PAVER PAVER rDRIVEWALKDRIVEnWALKDRIVEWALKWALKDRIVEWALKW DRIVE DRIVE 25.00' 25.00' 25.00' 29.00' 25.00' 25.00' 10, U77LMT ZZ. 150 zz.uu --z.uu zz. UU zz. UU 1 111— zz. UU zz. lid WALK B-)S 89057'49" W MISTY GROVE LANE (40' RIW) TRACT A ASSOC17 11VC - LAND SURVEYORS LEGEND-%,_ PXLLTYP PMMT ON LINE TYPICAL MAIM DRAINAGE R-SL WILDING SETBACK LINE DC DEI.TACP13FM Norm PLAT PAf- POINT REVERSE CUkVATURE CLrr- CNADI LINK FENCE C.1 C"3M BEARIK STANDARDS SET FORTH 17, 1. THE DOES HEREBY CERTIFY THAT HIS SLARVEY JAEET 7W ADNIA" TEO W S F p FtEUDROM PIPE PZ RAAN.R.E14-RADI POINT IF CERqUM CIJRVATUPE RADIAL AL VDFC- VCM fENCE C/2 CONCRETE BLOCK PIC, pGDRT ar CURVATtVE Lfft- RR LIrDITYBENCHItARK BASE BEARING THE FLORIDA BOARD OF PROFESSIONk LAND Stfi?t IN CHAPTER SJ-17 OF TINE FLORIDA AN041RONE CODE Z. UNLESS EMBOSSED WIN St'S SEAL. THM SURREY IS NOT VAID AND IS PRESENTED FOR 041FOQ%o14T0N4L PLIRPOSES OtkY PM FM CA al"CRETE ppzarR POINT OF BEG"flic. P.T1 POINT OF TANCEICY DESCRIPTION ULD NAX 4, DM 3. 7HZ SW&Y WAS PREPARED FROV nTLE iNFORkATION FURNISILW TO THE SLM THERE MAY BE OTHER RESTRCTIONS M tk t/V IR .1*1-B 4596 ppK REC POINT OF COI MTp,,MAM,,,T RUR,,CE MW,,,MT DEM RADR4ARCLEMEn4 P/vESMT. RIGRT-OF-VAY EASEMENT OR Ekqa(ENM THAT AFFECT T415 PROPOM, 4. NO (00ERGROLAW 46WOVDAENTS HAVY BEEN LOCATED UMESS OTHO?WME svo*w CA:.0 FF. FT): FLOOR ELEVATION L I CENTERUME NORTH TT OF5ITIS5-RYV 15 PREPARED FOR THE SOLE SENEF P405E OER72IMD M V ID SI4a" NOT SE VP. VITWSS POINT Rato UPON SY ANY OTHER ENITTY THIS 6AXdXNG/PR0PEI?Ty DOES NOT LIE WM41N 5. D%tEWWNS SHOW FOR THE LOCATION OF WPRO'1VfENM H.-):EON SHOULD NOT 6E LSfD To RECONSTRUCT SOWXI, LINES CER-fREP 61 u4, .1 THE ESTIA&JSPED 100 YEAR FLOOD PLANE AS PER 'FIPA4' 7 SEAIM4S. ARE aA--O ASSUMED DA7tN AM ON THE LINE SHOW AS SASE REkRING (&a) S. ELEVAT&M IF 9404W, APE EASED ON WTIONAL GEODETIC VERMAI, QATVA? OF t929, I'VLESS OTHMffisE NOTEa fou X. G?t, EhiVa!Ls 14 JAMES SCOTT, R.L.S A8011 ZONE x MAP 12117C 0055 F 91. C- ATE OF A(J7HM2A7`,CN No. 4596. RTYr FINSHED SPOT GPADE ELEVATIONS o PER DRAINAGE PLANS 22.33' LOT 265, 266, 268, OR 269 1 NOTE. PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA1 LUI = Z,Uyu z). r I . LIVING = 894 SQ.FT. GARAGE = 249 SQFT. PAVER ENTRY = 36 SQ.FT LANAI = 102 SQ.FT. BREEZEWAY = NIA SO.Fr. PAVER DRIVEWAY= 225 soFm A/C PAD - 9 SQ.FT. PAVER WALKWAY = 48 SOFT. IX(PERVIOUS= 60.0 7 1,254 SQ.FT. SOD = 577 SOFT. RIW 176 SQ.FT. APRON 50 SQ.FE SIDEWALK 110 SQ.FT. SOD 36 SO FT T-QT-A-F. AREA = 2,266 SO -FT 14 o) DRIVEWAY SIDEWALK 255 158 SO -FT. SO.JrT C-1) SOD 563 SQFT. Q) LOT 267 co 1,NOTE PAVER ITEMS ARE NOT CLUDED IN IMPERVIOUS AREA ON LOT = 2,090 SQ.FT. LINELIVING 624 SO.FT, GARAGE = 259 SO.FT. PAVER ENTRY = 68 SO FT LANAI = 102 SQ.FT. PAVER DRIVEWAY= 261 SO -FT DRIVEWAY = 261 SOFT. A/C PAD = 9 S(2.FF. PAVER WALKWAY = 25 SO.FT, IMPERVIOUS= 57.1 /-. 1,194 SQ.FT. SOD = 542 SQ.FT. P.C. 7.73 5400 E. COLONIAL DR. 407)-277-3232 SCALE &-- I' - 20'-1 DATE PLOT PLAN 06-14-17 I R11W = 176 FT. APRON = 30 SQ.FT SIDEWALK = 110 SOFT. SOD = 36 SQ.FT. I AREA = 2,266 SQ.FT DRIVEWAY = 291 SO.FT, SIDEWALK = I35 SO.FT. Soo = 578 SOFT. ORLANDO, FL. 32807 FAX (407)-658-1436 ORDER Nn. 2360-t7 DESCRIPTION AS FURNISHED: Lots 264, 265, 266, 267, 268, 269 and 2170, THORNBROOKE PHASE 5, as recorded i- Plot Book 81, Pages 6, through 69 of the Pub, 0 Records of Seminole County, Florida. M PLOT PLAN FOR 0 E- E -i CERTIFIED TO: C 0 j :t Taylor Morrison of Flori v Inc. 0 CL E a 0 0 M 0Z -0 0 rx PLOT PLAN ONLY* NOT A SURVEY) 0 E 14" IROPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN 0 w 0 kr AND/OR INSTRUCTIONS PER 6 0 01 CLIENT(NOT FIELD VERIFIED) O Q) LOT 264 OR 270 NOTE: PAVER ITEMS ARE NOT fNCLUDED IN IMPERVIOUS AREA ON LOT AREA CALCULATIONS: LOT 2,121 SO.FT. LIVING 770 SQ.FT GARAGE 458 SO.FT, PAVER ENTRY = 9 SQ.FT LANAI 93 SQ.FT: BR=EWAY = NIA SO FT PAVER DRIVEWAY= 400 SQ.FT A/C PAD 9 SOXT. PAVER WALKWAY = 6 SO.FT. IMPERVIOUS = 62.7 1.330 SO.FT SOD 376 SQ.FT. OFF LOT AREA CALCULATIONS. RIW 179 SO.FT. APRON 51 SQ.FT. SIDEWALK 112 SO.FT SOD 1 SOFT. TOTAL AREAS: AREA 2,300 SO -FT DRIVEWAY 451 SO.FT, SIDEWALK Its SO FT. SOD 392 SQ'FT v- ON_ LINE cy EF 1-7 - 2 -7 TrIACT C LANDSCAPE/OPEN SP,4CEIS,'-,At4GEIWALLIFEN'CEIUTiLIT7ESi' 4q Sri N 8905749" E 29 nil' RNSHED SPOT GRADE ELEVATIONS o PER DRAINAGE PLANS 22,33' LOT 265, 266, 268, OR 269 NOTE- PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA t t t t t t 10.00' 10,00, 10.00, 10.00' 10.00, laco, 10. 040' LOT 264 LOT 265 AC LOT 266 LOT 267 AC LOT 268 EC LOT 269 EC g LOT 270ON ON LINE 7,2' 20.0' 16.8 5.2'1 5.2' 5.2; 16.8' 20.0' 7,2 LINE LANAI LANAI LANAI LANAI LANAI 6 160 16-8, 16.8, ri ON 7.2' ON LINE- 7 2' N PAVER 2.0' y' w4 3qCo 342 3 e LU ENTRY *210' 1PROPOSED . 2-0' ATTACHED i, PROPOSED ATTACHED PROPOSED ATTACHED PROPOSED ATTACHED ZN PROPOSED ATTACHED N P& OSED o ATTACHED PROPOSED ATTACHED 2-0 RESIDENCE RESIDENCE C4 C RESIDENCE c4 6 RESIDENCE 0 RESIDENCE 0 RESIDENCE c,4 o RESIDENCE Ui W) Ui y WILLOW REDWOOD REDWOOD BtRCH REDWOOD REDWOOD WILLOW '1 PAVER PAVER PAVER PAVER EN ENTRY 5.7' 15.7' ENTRY 5 7 QVTRY 5 .7 3 i Z 17'i PAVER i 12.7',,i I 53,7' 17- 34.. IZ7* 4 ENTRY 10.7' 4 CC 12 7- 12 - 7 91 C v. 1 34.7' 16' PAVER PAVER PAVER PAVER PAVER PAVER DRIVEPAVER PAVER PAVER PAVERPAVERI PAVER PAVERPAVER PAVERDRIVEDRIVE WALK DRIVE WALK WALK WALKWALK . , DRIVE WALK DRIVE DRIVE 25.00' 25.00' 25.00' 29.00' 25.00' 25.00' 25.00 0, UP it UTIL-ESMTto, zz. 113 zz.uu 1 1-1- zz.uu zz. UU zz-UU zZubt zz. &IJWALI( WALK MISTY B-B-)S 89057'49" W GROVE LANE (40' RIW) TRACT A CrR USEi VITZE .DER S C 0 - 7 7T ASSOC,, L4jV-D SURVFYORS LEGEND PnLTYP. POINT ON LINE TYPICAL DRAX DPA069K RSI- VJU-04 SETBACK LINE 0C DELTACHO" 11VC. NOTIES: PLAT P" POINT Or REVERSE CWtVATURE CISC 0" LINK FENCE C3. CHORZ BEARING CAW SET FORTHL714CUNDERSGOESHERERYCERTIFYTN4TTEASSURVEYMEETSTHEW&" TECHWAL STAN04ROS BY PF FIELD I.P. WMN PIPE PZZPA& POINT OF MMIUM CURVATURE RADIALNON,4ADIAL VDFC- WOCID FENCE CONCRETEC/3 BLOCK Penn OFPC Ctwv-TUM UTIL. RX3.3, urn-m SE)CHRARK SASE BEARING z) THE FLORVA SaARO OF PROFESSChk LAND SURVEYORS IN CHAPTER W-17 OF 71-.f FLORIDA AWNSTR4MIE CODE 2 LWLESS aWSSED WITH 9.RMVR S SEAL, THIS SURVEY tS NOT VALID AND IS PRESENTED FOR 04FORMAnON4L PURPOSES Otky RON1A ROD UICRETECht IMUNENT PONT OF BEGINNING P.T. POINT or TANGENCY q&1 1 L DISK 3 THS SuRWY WAS PREPARED FROM PrLE #WDWATTON FURNISHED TO 7W SURVEYOR THERE MAY aE OTHER RESTRK7nONS 77RSPOC, SET Lk IR . QEr- F, /# Ll 45% P.RJK PMW Or CCIMMEW-V"ENT PERMANENT M-YERENCE DM DESCRF`TM 2 • RADIUSAMLENGTH PIVESXTI RIQfT-OF-V Y EASEMENT 09 EASEWENTS THAT AFFECT PROPERN, 4TS P 0-1 SS4. NO (ACERCR"40 06WOV51E AVE SaX L 4TED UWLE OTH E SHOW CAZZVERE CALC LCLO ATED FF, FLOOR ELEVAT0M4kj"E"` L S CENTERLINE 5 n4S "VEY IS PPEPARED, FOR -1;4E SOLEE ZNERr OF THOSE CERTFIED TO AMD SHO&W NOT SE VP. - VITWSS F13INT REUM UPON BY ANY OTHER DMY. T?wS 6111fLoiNGIPPOPERTY DOES NOT LIE Wir"I'v 6. Omawms SHOWN FOR THE LOCA'500 OF 41PROVEMIDYM kvwok SHOULD NOT BE GEED TO RECONSTRUCT SOUINC4R, UNES. e5 FIPA4, 7 SVJ04S ARE BASED ASVWW altTW AM ON 7HE LINE S74 AS BASE BEARING (&E) ER RLS. 14 - ----- THE ES-1ASL6HEO '00 YEAR FLUX PLANE 45 PER S. 6-qA7*NS, F SHOWN, APE SASED ON NA710 CEODErr ER a47UM Or 1929, MESS OrrOWSE NOTE-, MAP f 12117C C_,g-,#rA7E OF AUTHORfZA7`4N N.. 4596. joM X OROIENt, TER R tWES W. SCOM RJ-S 0 4,801 ZONE x - 055 F 9. LVI = z,uvu Jtjx I LIVING = 894 SO.FT. GARAGE = 249 SQ.FT. PAVER ENTRY = 36 SQ.FT, LANAI = 102 SQ.FT. BREEZEWAY= NIA SQ.FT PAVER DRIVEWAY=225 SO -Fr A/C PAD = 9 SQ.FT PAVER WALKWAY = 48 SQ.FT. IMPERVIOUS= 60.0 1,254 SQ.FT. SOD = 527 SO.FT. R/W 176 SQ.FT APRON 30 SQ.Fr. SIDEWALK Ito SQ.FT. SOD 36 sof -7 70 AL AREAS: AREA = Z266 SQ.FT. k6 DRIVEWAY SIDEWALK 255 158 SO FT. SO.FT. SOD 563 SOFT LOT 267 NOTE. PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LOT = 2,090 5Q.I V DNE LIVING = 624 SQ.FT. GARAGE = 259 SQ.FT PAVER ENTRY = 68 SOFT. LANAI = 102 SQ.FT. PAVER DRAIEWAY= 261 SOFT. DRIVEWAY = 267 SaFT. A/C PAD = 9 SQXT PAVER WALKWAY = 25 SO.FT. IMPERWOUS= 57.1 % 1,194 SQ.FT. iflf) = 549 SOFT P.C. 7.73 RIW = 176 SQ.FT. APRON = 30 SQ,FT. SIDEWALK = 110 SaFT, zn1) = ;F, SOFT AREA = 2,266 SQ.FT, DRIVEWAY = 291 SO.FT. SIDEWALK = I35 SO.FT, SOD = 578 SQ.FT, 5400 E. COLONL4L DR. ORLANDO, FL, 32807 407)-277-3232 FAX (407)-658-1436 20'--a DRAWN BY, DATE PLOT PLAN 06-14-17 2360-17 City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # 1 7 2 2 8 1 am Project Location Address 7-Unit Town homes-3 54,350,346,342,338,334,3 30 Misty Grove Lane As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildina.or q. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Cateqor,v / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Swinging Ext. Door (front door) FL# 15225.5 Sliding Sectional Amarr Garage Doors Sectional Ext. Door FL# 5302.2, 5 Roll Up Automatic Other 2.Windows Single Hung Plygem Single Hung Window 1500 FL# 16103,2 Horizontal Slider Casement Double Hung Fixed Plygem Fixed Window 1500 FL# 16104.2 Awning Pass Through Projected Mullions Plygem Mullion CHS Twin 1500 FL# 16100.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory I Manufacturer C Product I Florida Approval # 3. Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL# 12019.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse _ E.P.S Composite Panels Other 4.Roofing Products Asphalt ShinglesAtlas Roofing Shingles FL16305.1 Underla menu InterWrap, Inc. Rhinoroof FL15216.1 Roofin Fasteners Nonstructural Metal Roofing Wood Shakes and Shinciles Roofing tiles _ Roofing Insulation Built up roofing Modified Bitumen Single Ply Roof S stems Roofin slate Cements/ Adhesives / Coatin Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents SEMCQ Weather Vent FL# 15961.2 Other June 2014 2 Category / Subcategory 5.Shufters Accordion Bahama Colonial JR U Equipment Other 6. S kfi ht s Skylights Other 7. Structural Wood Connectors Anchors Truss Plates E nee red Lumber Railin Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's gnature Applicant's Name Please Print) Manufacturer Product Florida Approval # June 2014 3 11 FIB I vi NOTES: 3—oc?tit act" o 0 oo wT!C'At ,W3 olvls To M G-.OVt I L l t'AYA- S"'c"ATtU.s Attr Rmokwms —tt FE +ss—zo lo.E IWo eEAA`r- set PLMFORcWv.AIL stFT, -5 "Att "ITO"m ".Fi KI Q.ER - —d Y < o vlAl pw m1w.-S 6Kku, Kll`F,Z cfovx£ v.FR 10.E f t 1—as To K A,s,Et&m c', FLKRCEluk,Auoli tASSEV okoffcao oy or Uss wm s, rypewo,rs coc0w`k- Ttf 000l t TRcO " G?AGE C+ TIE1-4 SIX, C C 1. SCLq CCKI YY A $fkf C(CSC oEv4t Al* " _E FIRE PATE& 4A PR .IoE a To F f . V. SO CAL `FS, G — . MICA M 5MX A'* 'ADOfAe %fll" SK`U CN/Ry `Tl Ic NOTE: REFER TO CORRESPONDING MERGED SHEETS FOR DETAILED INFORMATION NOT PROVIDED ON UNIT PLANS c WALL LEGEND VATCH" kq"Tlis FIRST FLOOR PLAN: NOTATED FIRST FLOOR PLAN: DIMENSIONED AREA CALCULATIONS: SCALE: 1/4" = V-0" WILLOW ELEVATION SCALE: 1/4" = V-0" WILLOW ELEVATION 7 77SO FT. TorlIACLM- 4-T, 4Auo CAW93 $0. R. E OR`. $so rT. COPYRIGHT MCOZOI& Tht cW,,*tTdvrdvsee Y«!ARA M—SOC14,TFS, LLC At—. (kK-t- V,: tMOW4 Ld nnq C3 0 wz Z S2 2) 0- Z Ars w 02 C) iz toLL Sil F- w U) Lij Z w 0 to z x L, 2w y- t 0 z CCZ) Z w00 0 Ji m< ow OWNERS ebcta --SulT—E- I, - OWNERS f?A f [403 ' LOFT Fe —CLa. Z42- K IM W-L - Ul ea Tw BEDROOM 2 Fv Ca BATHBATH 2 F4. —CLOL W.I.C. BEDROOM 3 V5. f-F—cm evaa NOTES: SIR, lt I K ,,CKd TIIIIAC ItT1,Ef l E-- 11ILL, LITE IT VtLFOR A TOTAL (A—t)—" .,- 11v Is FxTFR— mwm< Ejl-SO`1 —.- TOO>t%.- —T VFASW" ll<N THE 11POE FACF, CA T- IMZ— s,,A,wMAc- Au DS EYs To rf — o%" FEo Do wl SCAtE rL m OVL,, T 0'. k,L TO" ouo-, aAs 6 Al.,%Y w. " o W Lq- (A' —t— foSS:Ic. W[— TILL $It -SOIIT CAIIS14rN W—` M 1AITEI-RS A—W10 -5Cf - M VATF-iS V'Al, h`•5)kUEOAsfEa Fit A,,qc cove FOR ":F W.SO1E£T LOC, wFc--3 Act AT,,,,V, It, -L a FSSWEOTORE sAk ow StFREFS SAXIL ppowly- C ls- IL—tSS', O`-V` 'E %"'.— IALLYXIV IS I tlEY T5 l O,, Wnw afsafnttst A, v ,ARA=- 7I-,, 05 - — -- - 1r, IF A_ w--Fftom P— Flcll LutavteTo L,Aany, fOTCor_RpV.q&"t T,,E pTEI*ElA OVER"'( NOTE: REFER TO CORRESPONDING MERGED SHEETS FOR DETAILED INFORMATION NOT ut::' PROVIDEDON UNIT PLANS SECOND FLOOR PLAN: NOTATED SECOND FLOOR PLAN: DIMENSIONED AREA CALCULATIONS: IQAj 2, d rLq kc AREA t2dt SOFT SCALE SCALE: 1/4" 1'-0" WILLOWr—LF—V,-% TOTAL AC LWOARFX x6a $a Fl 1/4" WILLOW ELEVATION "RAGL c , So At so f-T- a FT. Tollu R& ASS0CMlES. LLC thfs. 0 Ld z z zL211191 1.4 ,, Ea - a. (0 C) . . ow Zucie1 02 14 Us I I EL c) z zo 0 Lu w 0 txf z 00, t 0Z flomoflozo j cc 0 4XPPveA3. 0 A T 11" 1010 WM WALL ME PAY vAr'y Depomvo ON WiLOINOORINTAT)OtL I FIE" TO Jjrftx* I' t; SICIFTSFOROCTAXPARrywlut "o Li` RAKEO%'EEWALL. CAP go, m-s" 0 o't"'Zo APTA OPT, W W'4 RAYING E Wm_[Ly PANIDAAX 34 Irelkil. s?O(wWw' KITCHEN oraa PA4% a tmvcmno WnATIOR PA0140c "wom — I FOYER FECORFORyou CAR GARAGE V4 wi -- - -' LIT m_v 1, 29ACE 2o-t Fo 0WSATW_'AbM w4o" GMOR r I NOTES: At mpD LK jmvr Y.H wtus vzcr TFE EITE rw CWVlttSf` AlT Is ALL O. uz tis A" TO (Is FIEIO IV:r"Ea DO- 1 SCALE "1' 0 WM 0. _E 10 (S I W.*. AS -M. AV, SME FOSSICE, Y- qP FJLSIEI`ASATT— IOVASOti- AtLETTE- LkS SEE 0000 S,,`rt,!.$ Sz-LL FR 11C c-EW LCII! 3 TOSS U,' .OISNWCKl ILL cy, Iw4IIS At RESCEVTuI ALACIDL'.` O!'TOK'EfY1dh3E0`-C104AO At - kqEA BY NOT LESS -4 1' (11 T—t T CYPSLI4 Af S* S 1,lt ILE SUIW* IS A LWR Ml A SSCVal. fl'Z SMM TIC UkttkrVi SKILIL ILE PALORCTIO 01 I.W (f" TVLT.1S I t'Sa; S_l _E _.,$W WE DOCK LCAO."O W" SIXJttC Zvl I SCL, QOE.l.)t`Fx.4E kV " —ne fia£RA rio 111. 1 TO 11 LTr,CLLfO -t (r ASV.Z FXOd(. TO C2 ' XEE C13ATIOTC L rLy A swmop" pv_l&"L llE pfEllOE.fk'E O"ER 1v1 Ail STOlsm. k/A ',VE.TSOFFK. Ml. NOTE: REFER TO CORRESPONDING MERGED SHEETS FOR DETAILED INFORMATION NOT PROVIDED ON UNIT PLANS WALLLEGEND FIRST FLOOR PLAN: NOTATED FIRST FLOOR PLAN: DIMENSIONED 7-f,Towwr. M KATGEIA'Or. lc VAwllv( SCALE: 1/ 4" = V-0" REDWOOD ELEVATION SCALE: 1/4" = V-0" REDWOOD ELEVATION CLOCK KFI. AFS. AREA CALCULATIONS: Acov S-37 " FT. MOMEk 'LEO so TOTAL xc W. 0 M FA WSO, Ft i's SO ff. LI:w IMSO " T VaRy 5111 so fr. COrYRIGKr MCD 2018: rxofwryofL!0NTAC045ULTfKG& DES!4GH0MVR &ASS0CtAfE$.LLC. 49 z rc 0 w z Z Eq LD V., Y'- " , C, w z OHME —, fl 8 EiE06 o Yffj W U) W! IfIL15 F 13 o P LL a t5 0 z rn z OR z s. 2wo I-_ O ca 0 clozo U) x 3: 0 00 CL 0 2WFO 3w- PO 0A OWNERS SUITE to TR" CLa CM'wM F W.I.C. TUB 22YAM BEDROOM 2 LBEDROOM LM CF FLOOD M 2- M S. EGMSS SECOND FLOOR PLAN: NOTATED 111, 1111 ---------- - - ------ SCALE: 1/4" = l'-O" REDWOOD ELEVATION SECOND - - FLOOR PLAN: DIMENSIONED SCALE: 1/4" = 1'4' REDWOOD ELEVATION NOTES v — 1 05 NOTE: REFER TO CORRESPONDING MERGED SHEETS FOR DETAILED INFORMATION NOT PROVIDED ON UNIT PLANS AREA CALCULATIONS: - MC6 2o1e he f-., property of moN-, A Cc%suLT, iN'G & DES,GN OF AMR & ASS00A 7ES --C A,,,y ... j, of these d-,—,. vnthrouf e a,p,e— + 1—s— of MOlf'A CONSULTING & DESIGN OF MR ASSOCrATES PLC a -y I 0 LLJ Q Z 0 LU 0 LL z 0 z ou C) LL, Z 020 z U. Lu 202: zz 0, 0 . 0 00, 0 Wozoa , w 3: 00I I ItB SLMkOE "y .. • q LA r E si/0 R.4AA.tEO WlttS -_-. FAMILY Yi' CLO. JbIO.71f P. ss¢ t YrFLL fqT, I 3atTAFF. of I CAFE SW asKITCHEN ! 94- CM 1WE}R PPANGS of as263 rb w auTEowAus scs¢Pac tP Ti E# ARAbE FLOOR iORSSH i CAR GARAGE a. A• ao. uhlEOF oxcJxAOE Oo0A m-- --- A6 - - -- cAsarLooaAeo'. worumn IT- 3•an -- a SN} RTtIXt I e FOYER - a s ENTRY F4 as I CAP Bd. rcm"4 OP VS0 AREA. CPT. Si KOHRAEN0 3tRVo' Llk NOTES: Ftt 6 Ve,\SOtiS <5 SYgt.W i5E f [Ctiq `Y (:Ti At[L < ftftR.t i Srw^ R CFPOk. fFCEPi Yt.tJtE T.s:tS Vi:E! tt EATER<et CW O- Et'[FRgtTOTA (A YAt ctrtr40.4:4S C 3S 741 amazeFO.! qo µctirftF sEPTHCK e-T4'.cw 1s rsr frERotroOdER[•2 J OUG\S'IXS SHO:,M TO6Ptq':it TRAY CE LN".Si'E UCLv.4Eb iy r FHEC\<GE FFCEOETEfV<R=YT 5tRP Ai kJOFfi(kt C1W YiALC6. AttA : SF014itCT Aef k5'U40 AUG. 0.13Arti TO 6E f]CLO \UIEO 001.` 0[YJCE tUlb. OCti*:AS O,l'S <tlE t0 EE ftXlO'f.EO FS WOFEO AtitAY5 tGE 5PE4ff00uE\SO':T C! VEUOf fCAt Y•Kf•=.f0. FVSSEtE GCbtff ftt lit VASMQY [Efts l•ATH [«rxcrF T'AffPE fASTEh£ RS ATTACH TO VASOhtF. Att AtFXF14 F.W tWXhEXTt SWALC SE O:TftfCEOAS PfR rt[ ifPiiC< EtE UY.E RFWREYElffS fOC tKE PROIEGT tOCA%SYt A4p V. L41.f AGTiXEk S St[CF1C.FtfO'b tLt ETSEk'Ot W+tiS SYAAt EE 1 TtRlA [O EE 4cr50 Ee3fu`fi SEE f LW l fU.V w•.9 EO A.WTKYI PTF.k iU{CW 4Y.L(. RE• SGR.Y.VEM tGCAF40!#. K' YAJO'lEA O OO'.N StPPt4Ri SYALL PRd: SE CU2hE'R RtYX 4 OPE> i WG SVOYAS<x S•Vit lttl£PRECEOE,YE V.EJk ihEW!fA.Y tJ. O OOOC SC+-EOVLESCAfC bVTS fE+Rt/.'t CARhYT VFRS SHOD ORFr.".,G35%Stt PtAS4 f+t GEfkJY.E O'.4.t THE MER:gE fFE \! [ CLEVATKNS SHb.VI tf0[ Y\Y} 100 a twSilltEb FOt Gift SETS N t3TC1'E W FILL O RAII' OVi. Ifi Oatts TO fA OCtA[Eb 6YCJL r.Ef SH;P QRAY!`K.S Ail GCCACF_ C'!Ek fEAO DONS fvltt BE t15[EO A•4 TESTEO r[ 3) SFCOKIS <T OESC.V PRESYFE (•'-0TO tti -A I0*k '4 GVS[ At t S lNES TYE OESGff P)ESStRE A EOA. Rp AT FRJl15E.fRAtc Kilt.FSC TTH EO•TA4G41p ETO1- EW1tflAtl Cf WeGS TO fuvE Iff tgtr3Ao' OYP VN OV YfA. TFE G4CAGE SKtll fE SFP1ClSEb f 0.tli d c Rf SOE)iLE kid4f5 ATTIGAFF.. ASY t t1E55dU.V .1 t1--m STVESAO'GfPSII SOACOAPft•EOTOw OA4lCE tTt Y.HE S T3tESr'3TNCjetSA FtOOROEAituASSEVitY. i1F SFRVCtIME StaPpiCy ISF SEPACAT3Y< 4UEC PE PROTECTED SY hVTtF52 TttW ST tT STT++} TMPE'A'GtPSIN EbACo Ok EOU'!/CfYl. rHE OOoR tE ,G FR THE GLREGE-40 R'E ikYC 5IMLEE SCVOCO ", ASEtFCLoS'Yr[tV4EA!33}ILCVISE Ii,E A1Ed YiA[ FRf'AtER P.tp«OEOTO Ff M.Y Eb GAI SYSFI1G VMLS VYEdTtTOtEUSTFLtCOVVtfTAEO'.E Rbht Af. Y ERtORi, d SG`f PAVC*ES wtOfOlt CMTSVF:.! S+SLLC CE E COCG tTO TKE <TRNMYf Of Tlai Ef.C.EEk G"RECOi!i PRT fO COAVEf.CEV<M OP [HE SFECFEO P0.RtWf(b} Lt OVl£AStOhS<T tOTCPFN AWO P.tTYTS cCF TO EE rOtCO.`.EO EFAC RY AS WTFOPER PLAYA Yttf TA2 fAESCENCEO.ER i.WI AVSAtI < o#'Y' Jt ROOVOVEf.1a.9. ALL STOP= A4 VAWM-t4EEk W1.1. CE"Pkl` tTHTkF REOf. 4W[ TSOF FCC RIO r. NOTE: _ REFER TO CORRESPONDING MERGED SHEETS FOR DETAILED INFORMATION NOT PROVIDED ON UNIT PLANS WALL LEGEN D jjt ttwrcH no1cATFs vAsa v SLOCR HFAiFfT Aif. FIRST FLOOR PLAN: NOTATED FIRST FLOOR PLAN: DIMENSIONED AREA CALCU SCALE: 1/4" = V-Off BIRCH ELEVATION SCALE: 1/4" = If-O" BIRCH ELEVATION bd FWACW::bgv6 TOTAL AC W:•tl ACEA GAC4G£ tA4AtF1rt RY: TOTAL' COPYRIGHT L'CG 2016: Tht LMorFT' t—!,',ed in lisd[,:xetssnt f$[ep{,O'.edarb is Efe ec[hrsi'tF<ofxdy Of M-1TA CONSULTING 6 GEStGti, CTF WAR& ASSOCfATE-S, LLC. Arty bse, dvprx foff, or bas.`Er of the St dOtrX 11 xib'rlf L" eWttsId. m4`zn cm Abr r,",rA=4OLTtt'GLGESVI,OF A5SOCLATES, LLC is sYi.^{pwMhh'd 16: enc" Bar Y2 f T. tit t43t SO. fT. r.T fi0 f t. Ibt 52 FF. Br sa f=. S/T3 Sa fT 0 w z Z Z c p 80 eT ..r tYW zx gga 02 e 00 =o Pat LL *6 a EEgri}= iy ISF- tL" uj O ul Z 01 w [ 20szO Kw KpY 30 t- U K z zz EAe — at- F- m BIOStl l VCd sttArTiRk.fra1. _ oau-[:vx. OETLV AtFVi smt:F _ xxft. Tu. xisyss _._ Y.RtE AS t.ryGAtEO oAr< os.» r j l NOTES: oalw'41 'OFt . -l"t Wrl-il OEM ctQ ' 8"' W's 76,r 00 1,0TSCAIE"15 FOSS iE. G, Otff flt IIL V.W`t' MIS V'm mre 'w Ff Fwv.S."$ TO VX50441. AMIoITER Sk.. V ADPtIUtLYE COL aLO0AzW —E e , '0c,, TO, k UK —ma At F: K,rAaWq" See DLA'LX'. 0 qE-O" CE tOS.ATKT s w,coIllkC00004 S,—." S}. cmmw. Ror. 0 t XA W t I M- P AX a VA14MZFI"`r','M' T- 0110SO~' L Ott'w4s ` c`44ma"E C. STSOLSTAT 15 f S IMF OFM 'A; lo, all, Ea AT lo-E rit-z YILLFC toto lasma,'L H(CEu,, GS 10 K(16 I'r I%YMAG* O"'SJ" e4w ifs tfssTw,, ST eo"±iO" E—tt- Nmw. TO m ul. W-vi a 0 e. — 101teci. %e`#-.1WE fl . TON.Y fR.ZdCS, m4R it STOIC no ms NOTE: REFER TO CORRESPONDING MERGED SHEETS FOR DETAILED INFORMATION NOT PROVIDED ON UNIT PLANS SECOND FLOOR PLAN: NOTATED SECOND FLOOR PLAN: DIMENSIONED A—REA CALCULATIONS: SCALE: 1/ 4" = V-0" BIRCH ELEVATION SCALE: 1/4" = V-0" BIRCH ELEVATION W7 $0. FT F, x1c UMKFAYICA m so FT.. IV GA,ACf- M SO, FT, LPM tTA $41 " Eta" so, FT. TOTAL 2379 sa FT. COPYRtGHT MCD 2016: The trfb3fM cooWriedlotliis do-awnlfs copyrighted and is t—t:'si.*jXQN'ly of FAWITACOUSUL I WG & OES11GH, OF WIR & ASSCC(ATES, LLO. Ariy-e, 6vKcaYott ort,.ttsfr, .(these &xk: .0 of VOWACONSULTING &OEMU. Of Y-!M&ASSW-kTES.LW is sticlyproWed. z z w z z 2 0a U) z w z Na 3 u- di 0 zkam cl z C) 1<1 110 w w 0 z w 2 0 z 3: 00 2wz 0 zLt I0)- 0' A3.0 DESCRIPTION AS FURNISHED: Lots 264, 265, 266, 267, 268, 269 and 270, THORNBROOKE PHASE 5, as recorded in Plot Book 81, Pages 68 through 69 of the Public Records of Seminole County, Florida. BOUNDARY FOR CERTIFIED TO: Taylor Morrison of Florida, LI Inc. PLOT PLAN ONLY* NOT A SURVEY) PROPOSED INFORMA77ON SHOWN BASED CN SUPPUED PLAN Q) 1-'3 AND/OR17PER nFL`C77T CjEMTELOV.,FUED) LOT 264 OR 27C NOTE, PAVER ITEMS ARE INCLUDED INIMPERVIOUSXT . LVI = z,? zT Zlu.e i. UVING = 770 SO.F7 GARAGE = 458 SOFT. PAVER ENTRY = 9 SO.FT LANAI = 93 SO,FT. FIEA SOFT." A, Y 00 SOFT. A/ C PAD = 9 SOFT. PAVER WALKWAY = 6 SOJ7 tMPERVIOVS 6Z.7 x 1,330 SOFT. Soo = 376 SO. FT, OFF LOT AFE4 cALcuLA• P/)V 179 SO.FT. APRON = 51 SOFT. 40EWALK = 112 so FT. Soo = 16 SO. FT. AREA S01-7. DRAIEWAY = 451 SOFT. VOEWALK = 118 SOFT. SOD 39 SOFT. 6!R U r SfiVffEYTR - LEGENDT04x 01 LINTRACT CLANOSCARE/ OPEN SPACE/ Situ ACEIWALLIFENCEIUTtLft-,ES) ITZ2&C ;3m 8.5 '49" E 22 2,9 n ED SPOT GRADE ELEVATIONS 2Z8; 17,;)620, ""R,L E PLANS 2Z 00' 22. 00' 22,33 LOT 265, 266, 268, OR 269 IL PAVER FFVS ARE NOT 11XILVED IN IMPERVIOUSAREAvfI 10. 00' LOT ' I"' 20- 7 I t 10. 00' LOT, 2- L 0 t 10. 00' 1 LOT 266 I I lago, LOT 267 2 34.3, t io_00, LOT 268 15. 8, t 10.00' LOT 269 16. 8, f 10,00' LOT 270 n OL 7. 2' L n FORMBOARD FOUNDATION 2. 0, TOP OF FOR VS 26,31' 2.0 n 4 L E -26 T WILLOW A 5. 7 5. 7 3. 7LIJ 3. 7 n 1 3.7' ni. 7' 34.7, 4r L, _2i 12 4 34.7' 25.00' 25. 00' 25.00' 29.00' 25.GO' 25,00' 25,00' 10' UTIL, ESU LMNG 594 SOFT. GARAGE 249 slT. PAVER ENTRY 36 SQ. FT. LANAI - t 2 SofT BP.EEZtWAY= N/A SOFT. N 225 SOFT. NE A/C PAD = 9 501T. PAVER WALKWAY = 43 SO FT MPERVTOUS= 60.0 9 1,254 SO -FT. R/w 176 s APRON 30 SO.FT. SICEIVALK I* So'FT, SOD 36 SOFT. TOTAL AREAS: C,Z AREA Z266 S Tf7_ O to ORAIVEWAY 255 SO.Fr. If MWALK SOFT. 1558 63 SOFT. LOT267 Go TE: PAVER ffFJVS ARE 40T 1,z,CO3L)DEDINiMPORWOUSAREA01*1 LOT = Z090 SOFT. JNE UVING = 824 1 SOFT. GARAGE = 25950.Fr. PAVER ENTRY = 63 SOFT. LAhA/ = 102 SOFT. PAVER ORWEWAY= 261 SO. F, ORNZWAY 261 SOFT, A/ C PAD 9 SQFT- PAVER WALKWAY - 25 SOFT. IMPERVIOUS= 5T1 1.1914 SO.FT, Soo 542 SOFT. PX. LOT AREA CALCULATIONS-- V- 176 SOFT. 22.33' 22. 00' 22. 00' 22. 00' 22. 00' 22. 00' 22.33' APRON 30 SO.FT. 7.73 SIDEWALK 170 SOFT. Soo 36 SOFT. TOTAL AREAS. AREA 2. 266 SO - FT, 86-)S 89*57' 49" W DRNEWAY 291 SC.FT. MISTY GROVE LANE (40' RIW) TRACT A SIDEWALK IJ5 SO.FT. L SCOTT & 400 , E - COLONIAL DR. ORLANDO. FFL. 32507 ASSOC, IATC LAND SURVEYORS407)-277-3232 FAX (407)-658-1436 NMM' I Mw. a, 1w sL_1EY wM sE7 FORM er T C VaAW CF PR SLNW ff C WM W-0 W -bG4 ADWSrAVW CXC Z t ftM a4eMW S~,VRIS _-L 6 M pm-csEs ONLY. PLOT PLAN 06-14-17 r2--- I MS SIWtVl MEa -M MU eU-_W M t.1E MER RC M ZkS 71+W AFFECT f AkVVM T F0RAdXM0 FOLNOAVONIELEVS f1- 06-17 1709-11 W LMM"-* 4~4 MW SEVI , W-M 0111MME 9,0-W- 1 Mm S PSSrrt NORTHS. ? %FYrr 6 PRSIARM TK SOLE SVOYM WSE COMM M W) VO" r aE Tws aT GIPFCPERN DO' S NOT ve Lor_r Cr M MCSSTRMI 9yjlclw LftM T iE ESTAZIUSYW FLC- 00 PL. F AS PER T7,,V. 7 SS4P. ARE 6150 ASWAED a4nW NE L04E 9 AS StSE &Ek1IM (Ra) r-70 e W_- k ARE S.SO OCccl%l Im 01nw IM V Orlwp W. SCC7, C S 1 4501 1 Z_'E X u- 7c X55 F a- Nx_ . s CITY OFlR' • PREVENTIONBUILDING & FIRE IE Application No: E31dg. Permit 41.7-2285 Documented Construction Value: S 2, 750.00 Job Address: 346 MISTY GROVE L,N (Lot 266) Historic District: Yes No Parcel 11): 27-19-30-506-0000-2660 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Install a 13D overhead fire sprinkler system starting at 1'-0" above finished floor in the garage. / t , 1 Mickey Ferguson I Title: Project Manager Plan Review Contact Person: Phone: 407-877-5582 Fax: 407-656-8026 Email: permitting@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL, INC Phone: Street: 151 SOUTIIALL LN STE 200 Resident of property? City, State Zip: MAITLAND, FL 32751 Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: Fax: 407-656-8026 State License No.: FPC14-000057 ArchitecVEngineer 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 TIIE JOB SITE BEFORETHE 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 histallations 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, plunibitig, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FIIC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5't' Edition (2014) Florida Building Code RcN iwd Junc30,2015 ill Application 17 owa. NOTICF: In addition to the rcquirelliclit.", of this perillit, 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 Ofille property ofthe requirements of Florida Lien 1.aw, FS 713. he City of Sanford requires payment of plan review fee at the time Of I)CI-Illit submittal. A copy of the executed contract is required in order to CaICLlIate a plan review charge and will be considered the estimated COFIStrUCti011 value of the Job at the till)C Ot'submittal. I'lic actual construction value will be figured based on the CLIH-Cllt ICC Valuation 'Fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured oft' the CXCCLI(cd contract exceed the actual construction value, credit will be applied to your permit I'CeS when the permit is iSSLIC(l. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will he (lone in compliance with all applicable laws regulating construction and zoning. S il (,_tWtUrC oMmicr'Agent bate Sipiatme ol'Contiac(orAgent Date Print Owner/Agent's Name Signature ol'Notary-State of Honda Date Owner/Agent is Personally Kiiowii to Me or FrodticedlDType ofll) Robert Dewar, 1' ritit(',oriti-actor/Aizeiit's Name 5ignature ol'Notate-State ot'Flot ida Date RUTH A. MCCULLOCH MY COMMIS SION # FF 066550 qz EXPIRES: February 26,2018 ljlar Public Underotorms sondollThruN4Co - - 11 — 111-1.11.1 'F 71 Wil tome or 11rodLlCCd 11) ... .... Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: 131.1ildingR l"IcoricalE] MechanicalE] P1Llmbiiig[:] GasR RoofR 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: YesR NOR # ot'l leads - - ---- ------ Fire Alarm Permit: YesF] NoE] APPROVALS: / 0NING: UTILITIES: <f) i WASIT-, WATF.R: l`. NGlN1,T'RlNG: & BUILDING: COMMENTS: Revised JLMC 30- 201 11C1,1111t Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Bldg. Permit #17-2285ApplicationNo Documented Construction Value: S 825. 00 Job Address: 346 MISTY GROVE LN (Lot 266) Historic District: Yes [:] No El ParcelIll: 27-19-30-506-0000-2660 ResidentialEl CommercialEl Type of Work: NcwE1 Addition[:] AlterationEl Repairn DemoEl Change of UseEl Move El Description of Work: Underground piping starting at the Q.F. by others, Plan Review Contact Person: Phone: 407-877-5582 Mickey Ferguson Title: Project Manager Fax: 407-656-8026 Email: permitting@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHALL LN STE 200 Resident of property? City, State Zip: MAITLAND, FL 32751 Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: Ocoee, FL 34761 State License No.: FPC14-000057 Architect/Engineer Information Name: N/A Phone: Street: Fax: City, St, Zip: E- mail: Bonding Company: Address: N/ A Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE, Ol,COMMEN('I"IMEN'I'MAY RES(il,'I'IN YOUR PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOU SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT wi-i- ti YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a perinif t( dl/tlie work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a perniit+an(f that all work will be performed to meet standards of all laws regniating COnStRIC6011 in this jurisdiction. I understand that it separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 1`13C 105.3 Shall be inscribed with the (late of application and the code in effect as of that (law 51" Edition (2014) Florida Building Code Revised. June 30,2015 Poinit Application 4 NO-FICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies. or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Licit Law, FS 713. The City of Sanford requires payment of plan review lee at the time ot'permit submittal. A copy of the executed contract is required in order to CalCLIIatc a plan review charge and will be considered the estimated C01ISti-LIC6011 value of the Job at the time of'submittal. I'lie actual construction val"c will be figured based on the current ICC Valuation Table in effect at the time the Pel'Iflit is issued, in accordance with local ordinance. Should calculated charges figured oft' the CXCCLItcd contract exceed the actual construction value, credit will be applied to yOLII- 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. Signatme of'Owier/Agent Date SignatLIUC ofContractor/Agent 15ate Print Omicr/Agent's Name Siumaturc of'Notarlv-State of Florida Date Owner/Agent is --- Personally Known to Me or PrOdLICed 11) ---- Type off[) Robey'L Dewar 1'ritiltl-('(it)tt,ic(oi/Agetit's Name RUTH k MCCULLOCH My COMMISSION # FF 066550 EXPIRES: February 26'2018 Thru NOWY PUbIIC underw"I'm Conffl"77—or/Agent is Personally Known to Me or Typeofll) BELOW IS FOR OFFICE USE ONLY Permits Required: Wlilding[] F'Iectrical[] Mechanical R P11,1111hillgE] Gas E] Rooff] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: YesF] NoE] APPROVALS: ZONING: LNGINI'll,"RINU COMMENTS-, Flood Zone: of Stories: Plumbing - # of Fixtures 4 ol'I leads -- — ----------- - Fire Alarm Permit: YcsE] NoE] UTILITILS: WASIT"WATI,"R: 1IR BUILDING: Revised: June 30, 2015 Permit Application DATE: BUSINESS/PROJECT NAME: I It ADDRESS: IR "10 CONTACT NAME: fv\ %'c- 14 \%-t-/ CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT NUMBER/ #7 - Aaffs PLAN REVIEW INFORMATION ICONSTRUCTION [)C/O [] FIRE ALARM FIRE SPRINKLER [)HOOD [ ]PAINT BOOTH []TANK TOTAL FEES: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: " Idg. Permit #17-2284 Documented Construction Value: $ 2, 750.00 Job Address: 342 MISTY GROVE LN (Lot 267) Historic District: Yes El No F] 2'7-19-30-506-0000-2670 M Parcel 11): Residential n Commercial I-' I Type of Work: New Addition 1-1 Alteration 11 RepairEl Demo El Change of Use 0 Move 0 Description of Work: install a 13D overhead fire sprinkler system starting at 1.1-011 above f inished f loor in the garage. Plan Review Contact Person: Mickey Ferguson Phone: 407-877-5582 Fax: 407-656-8026 Name TAYLOR MORRISON OF FL INC Street: 151 SOUTHALL LN STE 200 City, State Zip: MAITLAND, FL 32751 Title: Project Manager Email: permitting waynefire.com Property Owner Information Phone: Resident of property? : Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407- 798-7598 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: State License No.: FPC14-000057 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF ('OMMEN('VMLN'I'NIAN'RES[Il,'I'IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORFTIJE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WI-1-11 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE 01, 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 regttlatiq, construction in this jLtrisdictioii. I understand that a separate perinit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed « ith the (late of application and the code in effect as of that (late: -.5111 Edition (2014) Florida Building Code ZeVISe( I JU11C 30, 2015 PcrmitApplication rld A NO'fICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien l_aw, FS 713. The City of Sanford requires payment ol'a plan review fee at the timc 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 KV Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculatcd charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issucd. 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 ofO 4nu .Agent D,t[e Signature of Contractorirlgent Date Print Owner/Agent's Name Signature of Notate -state. of Florida Date Owner/Agent is Personally Known to Me or Produced lD Type of Ita Robert Dewar frintContractor/Agent's Name 4- Signa i' kmcCULLOCH Date MY COMMISSION # FF 0665% EXPIRES. February 26, 2018 Wded ?hrU Not" Public Undetvxft111r111 Contractor/Agent is x Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building I Jectrical Mechanical[] Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:_____ New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING;: UTILITIVS: I?NGIN[:L:RING: 1 IRE;: COMMENTS: Fire Alarm Permit: Yes No[] A- ASTF, WA'1-l1R: BU11 DING: Revised- June 30,?oI i Permit Application N. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Bldg. Permit #17-2284 Documented Construction Value: S 825.00 Job Address: 342 MISTY GROVE LN (Lot 267) Historic District: VesEl No 0, Parcel ID: 27-19-30-506-0000-2670 Residentia[F] CommercialEl Type of Work: NewEl AdditionEl AlterationEl Repair El Demo F-1 Change of UseEl Move El Description of Work: underground piping starting at the B.F. by others. Plan Review Contact Person: Phone: 407-877-5582 Mickey Ferguson Title: Project Manager Fax: 407-656-8026 Email: permiLting waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHALL LN STE 200 Resident of property? City, State Zip: MAITLAND, F1, 32751. Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: Ocoee, FL 34761 State License No,: FPC14 - 000057 Architect/Engineer Information Name: N/ A Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Add ress: N/ A Mortgage Lender: Add ress: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE, OF CONINIEN(TNIENTINMAY RESULT IN YOUR PAYING '-I'Wl(.E FOR IMPROVEMENTS -1-0 YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ONTIILJOB SITE. BFFORE"I'IlE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WFIJI YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 0 Application is hereby made to obtain a permit to do the work and installations as iridicatcd. I certify that no work or installation has coriirricriced prior to the issuance of a permit and that all work will be pci-lonried to riiect standards of all laws regulating C011StrUCtioll in this jurisdiction. I understand that a separate permit intist be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 1AW105.3 Shall be inscribed with the date of al)I)fica(ioo aid the code iii effect as of that date: 5"' Edition (2014) Florida Boildiog Code RC\ Ised Julle 30' 20 1 i Permit Application e 61L NOTICE: In addition to the requirements of this Pei-1114. there nlay 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 managcruent districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the rc(lu ircnients of Florida Lien Law, FS 7 13. I'lle City of'Sanford requires payment of plan review fee at the time ol'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 ot'submittal. The actual Construction value will be figured based On the Current WC Valuation Fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured Oft' 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()\wer'Agent Dale SIgNIZIWIC ol'Contiac(or"Agent Date Prim Owner/Agent's Name Signature ot'Notaiv-Sta(c ot'llonda Date Owner/Agent is personally Known to Me or Produced ID ']'\,PC off[) overt Dewar at-(:upu*actor(Agent's Name SItIMAL1rC ol'Notw\ -State ol'Honkht RUTH k MCCULLOCH MY COMMISSION # FF 066550 EXPIRES: February 26,201a 00ndbd Thru Notgfy public Underwriters Contracto etsUllally Known to Me or Produced 11) IVI-- - , PC of 11) BELOW IS FOR OFFICE USE ONLY Permits Required: 13LIi I d ill _Q, E] FIcarical [:] Mechanical E] PklmbingE] Gas[] Roof E] 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 R # ot'l- leads APPROVALS: /()NING: I"INGINET"RING: COMMENTS: Fire Alarm Permit: YesEl No El WASTE, WATER: Revised Junc 30. 2015 Permit Application DATE: BUSINESS/PROJECT NAME: ADDRESS: CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT NUMBER*1'7 d4t7 , PLAN REVIEW INFORMATION CONSTRUCTION []C/O [IFIRE ALARM FIRE SPRINKLER []HOOD [ ]PAINT BOOTH (]TANK TOTAL FEES: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: E3ldg. Permit #17-2283 Documented Construction Value: S 2, 750. 00 Job Address: 338 MISTY GROVE LN (Lot 268) Historic District: Yes No M ParcelI1): 27-19-30-506-0000-2680 Residential Commercial0 Type of Work: New 0 Addition Alteration Repair Demo Change of Usc Move Description of Work: Install. a 13D overhead fire sprinkler system starting at 1 -Q"' above finished f loor in the garage . r_ „ „ ,•,t Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fag: 407-656-8026 Email: permitting@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHALL LN STE 200 Resident of property? City, State Zip: MAITLAND, FL 32751 Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: Fax: 407-656-8026 State License No.: F PC14-000057 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 MIST BE RECORDED AND POSTED ON TIIE JOB SITE BEFORE THE; FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITI-1 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 applicatioo and the code in effect as of that date: 511, Edition (2014) Florida Building Code t l Revised- .lone 30, 201s ennrt /application tl NOTICE: In addition to the tecluirernettts 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 pertnit 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 revicw charge and will be considered the estimated construe 011 value of the Job at the time of submittal. file 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 chargcs 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 aceurate and that all work will be done in compliance with all applicable laws regulating constrnetion and zoning. f. z ff Signatute of Ownc Agent Date Signature of Contractor{Agent )ale Print Owner/Agent's Name Signature of Nota"-State of Florida Date Owner/Agent is _- Personally Known to Me or Produced ID Type of lD Robert. Dewar Print,C ontractor/Meet's Name m Stgnatu fate of F UTRA. MCCULLWI)ate MY rOMM ISSIQN # FF 066650 f EXPIRES: February 26, 2018 60nded That Nola y Public Underwrttets Contractor/Agent is " Personally Known to Me or Produced 11) Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building FIcar-ical Mechanical Q Plumbing Gas[:] Root'[] Construction Type: Total Sq Ft of Bldg: Oceupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: /,ON ING: FNGINI;I;RING: COMMENTS: UTII,I"I`II S: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTF, WATLA: WILDING: Revised. June 30, 2015 Pcnnit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application NO: Bldg. Permit #17-2283 Documented Construction Value: S 825.00 JOLT Address: 338 MISTY GROVE LN (Lot 268) Historic District: Yes [:] No El Pa reel ID: 27-19-30-506-0000-2670 ResidentialEl CommercialEl Type of Work: NewEl AdditionEl AlterationD RepairEl Demo F1 Change oUse l] MoveEl Description of Work: Underground piping starting at the B. F. by others. Plan Review Contact Person: Phone: 407- 877--5582 Title: Project Manager Fax: 407-656- 8026 Email: permiLLing@waynefire, com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHALL LN STE 200 Resident of property? City, State Zip: MAITLAND, FL 32751 Mickey Ferguson Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court Fax: 407- 656-8026 City, State Zip: Ocoee, FL 34761 State License No.: FPCI4-000057 Arch itect/E ngi neer Information Name: N/A Phone: Street: Fax: City, St, Zip: E- mail: Bonding Company: Address: N/A Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY REStlt,-I- IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RE RECORDED AND POSTED ON I'llE1, 11013 SITE BE-FORL THE ' FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITHYOUR LENUE111 6R AN ATTORNEY IIFFORF 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 C0111111el)CCd Prior to the issuance of permit and that all work will be performed to meet standards ot'all laws regulating construction in this jurisdiction. I UIRICI-Statid that a separate permit tvitist be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, taroks, and air conditioners, etc. FlW 105.3 Shall be inscribed vi, ith the (late of application and the code in effect as off that (late: 511, Eld itiori (2014) Florida Building Code Revised June 30, 2015 Permit A pp I icat [oil NOTICE: In addition to the rcgturemerlts of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Fhe 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. T`he actual construction value will be figured based on the current KV Valuation `Fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is insured. 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. AJ Signature of0v4ner lgent Date Signatme ofConnactor/Agent Cate Print Omer/Agent's Name - Signature of Notate -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID -_ I-ype of ID Robert. Dewar Print Contrsictor/Agent's Name It H 'At'ITH A. MCCULLM" MY COMMISSION # FF 066550 EXPIRES: pebtuery 26, 2016 Contractor/Agent is _ x Personally Known to Me or Produced ID Type of i D BELOW IS FOR OFFICE USE ONLY Permits Required: Building F.Iectt-ical Mechanical P1LII thing 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 1 Icads APPROVALS: ZONING: INGINI;IrRING: COMMENTS: U`l'II, T11,;S: 1:1RI: Fire Alarm Permit: Yes No WASTI' 1' WA"I I..R: 13UILDING: ko ised; .tune 30, -101 i Permit Application DATE: I) a I ) !7 BUSINESS/PROJECT NAME: ADDRESS: 'R C-3 CONTACT NAME: M -k-Ke-,v CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT NUMBER!* 1 '7 - Aa 03 PLAN REVIEW INFORMATION CONSTRUCTION HCIO [] FIRE ALARM (FIRE SPRINKLER []HOOD [ ]PAINT BOOTH []TANK TOTAL FEES: rl,,r-., 00 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Bldg. permit #17-2281 Documented Construction Value: S 2, 750.00 Job Address: 330 MISTY GROVE LN (Lot 270) lJistoric District: Yes No Parcel ID: 27-19-30-506-0000-2700 Residential Commercial Q Type of Work: New Addition Alteration El Repair Demo El Change of Use Move Description Of Work: Install a 13D overhead fire sprinkler system starting at 1'-0" above finished floor in the garage. re_ r,, e t, 1 P \ Plan Review Contact Person: Mickey Ferguson Phone: 407-877-5582 Fax: 407-656-8026 Name TAYLOR MORRISON OF FL INC Street: 151 SOUTHALL LN STE 200 City, State Zip: MAITLAND, FL 32751 Title: project Manager Email: permitting@waynefire.com Property Owner Information Phone: Resident of property? : Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol court City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: Fax: 407-656-8026 State License No.: FPC14-000057 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 IMUST BE RECORDED AND POSTF;D ON THE JOB SITE BEFORE TILL FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WI-1-IT YOUR I_.ENDER 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 (late: 511' Edition (2014) Florida Building Code Revised JLffle30,201S Permit Application t NC?TICF: 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 govcrmnental entities such as water management districts, state agencies, or tederal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. file City of Sanford requires payment of a plan review fce 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 subtittal. file actual construction value will be figured based on the current KV 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 fecs when the permit is issucd. 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 0mict, Agent Date Print owner/Agent"s Name Signature of Notary -State of Florida Dote Owner/Agent is Personally Known to Me or Produced ID Type of lD Signature oft'ontractorfAgem Date Robert Dewar Print Cowractor/Agent°s Name Signaturc of Notary -State of Florida - Y p" " RUTH A. MCCUI.I.QCH 04 EXPIRES:; Pelbtu3 2618x 50,, 0d Thtu tiot lly Public U111"10re Contra n Is __ Personally Known to Me or Produced ID - _- --- Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical E] Mechanical 0 PltllnhingE] Gas Roof Construction Type: Occupancy Use: Flood Lone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS:I,ONING: FINGINFFRING: COMMENTS: of Heads U"hII,I"C[ES: NINE Plumbing - # of Fixtures Fire Alarm Permit: Yes No[] WAS;TI-, WA`I`I R: BUILDING: Revised June 30, 2015 Permit Application CITY OF SANFORD prx BUILDING & FIRE PREVENTION PERMIT APPLICATIO j Application No: Bldg. Permit 417-2281 Documented Construction Value: S 825.00 Job Address: 330 MISTY GROVE LN (Lot- 270) Historic District: YesE] No [1 Parcel 11): 27-19-30-506-0000-2700 Residential n Commercial Type of Work: New El Addition 1:1 AlterationEl RepairE1 Demo El Change of UseEl Move Description of Work: underground piping starting at the B.F. by others, Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407- 877-5582 Fax: 407-656-8026 Email: permitt:ingolwaynef ire. com Name TAYLOR MORRISON OF FLINC Street: 1- 51 SOUTHALL LN STE 200 City, State Zip: MAITL AND, FL, 32751 Property Owner Information Phone: Resident of property? Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407- 798- 7598 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: Ocoee, FL 34761, State License No.: FPC14 - 000057 Architect/Engineer Information Name: N/ A Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: N/ A Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESt ILT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST [IF RECORDED AND POSTED ONTHE JOB SITE Bf,TORE TIIF FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITI- I YOUR LENDER dR 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 Im-lbrined to meet standards of all laws regulating COWMRIC6011 in this jurisdiction. I understand that a separate perrnit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FIR105.3 Shall be inscribed vNith the (late of application and the code in effect its of that date: i'll Edition (2014) Florida Btiildhq, Code Re\ Ised tune 30,2015 VQ1,111tt 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 gOVCrllnlCntaI entities SLICII as water management districts, state agencies, or federal agencies, Acceptance ofpermitis verification that I will notify the owner of the properly of the rcqLlirCl11C1)tS of Florida Lien Law, FS 713. The City of Sanford requires payment of plan review 1ec at the time OfPCrillit submittal. A copy of the execti(ed contract is rcquircd in order to calculate a plan review charge and will be considered the estimated COI)SIT-IlCti011 VaILIC of the 'job at the time 017submittal. The actual COVISU'LiCti011 Value will be I-R-Wred based on the current ICC Valuation Table in Ctl'CCt at the time the PCrillit is iSSLIC(l, in accordance with local ordinance. Should calculated charges figured off the eXeCLnCd contract exceed the actual COnStrUCti011 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. SW1) a(L11'C of0mm-iAgent Date Print O\Amer/Agent's Name Signature ol'No(ar}-Statc ol'Florida Date Owner/ Agent is Personally Known to Me or Produced ID 'I'vpe of1b C) Sic nature ol'ConuacLorAgent [Vte Hobert Dewar 11rin( Contractor/Agent's Name iinalutc of 1 MY OOMMISSION # 666550 EXPIRES 1 February 26.208 0public Umetwitoril Contractor/ Agent is Personally Known to Me or Produced 11) Type peof ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building D Electrical [] Mechanical n PlUmbingn Gaso RoofE] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupaucy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: YesR NoF1 # of Heads Fire Alarm Permit: Yes [-] No APPROVALS: ZONING: U1,11,11,11"S: W A STI 'I' W ATFR: I ' N G I N I `["' RING: FIRE: 13 1 J I I , I ) I N ( i: COMMENTS: Revised June 30, 201 3 PCI-1111t Application DATE: lg I BUSINESS/PROJECT NAME: ADDRESS: 2 o CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 NA.* PERMIT NUMBER(07 n 10) PLAN REVIEW INFORMATION CONSTRUCTION HC/O [] FIRE ALARM (FIRE SPRINKLER []HOOD [ ]PAINT BOOTH []TANK TOTAL FEES: 0- V CITY OF SANFORN BUILDING & FIRE PREVENTION PE-W.fl ?. rtt&AlieN Application No: Bldg. Permit #17-2282 Documented Construction Value: S 2, 750.00 Job Address: 334 MISTY GROVE LN (Lot- 269) historic District: Yes [I No [J Parcel ID: 27-19-30-506-0000-2690 ResidentialEl CominercialEl Type of Work: New El AdditionR AlterationEl Repair El Demo 1:1 Change of Use 1:1 MoveEl Description of Work: Install a 13D overhead fire sprinkler system starting at, 11-01, above finished floor in the garage. r P Plan Review Contact Person: Phone: 407-877- 5582 Mickey Ferguson Title: Project Manager Fax: 407-656- 8026 Email: permitLing@wayriefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHALL LN STE 200 Resident of property? City, State Zip: MAITLAND, FL 32751 Contractor Information Natne Wayne Automatic Fire Sprinklers, Inc Pholle: 407-798- 7598 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: Ocoee, FL 34761 State License No.: FPC14-000057 Architect/Engineer Information Name: N/A Phone: Street: Fax: City, St, zip: E-mail: Bonding Company: Address: N/A Mortgage Lender: Address: WARNING; TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT EN YOUR PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ONTHE JOB SITE BLFORETIlF FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WIT111 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 C01IStRIC6011 in this jurisdiction. I understand that it separate permit trust be secured for electrical work, phinabing, suns, wells, Pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. GV1 I'll(' 105. 3 Shall be inscribed with the (late ofatiplication and the code in effect asofthat (late: 5"' Edition (20 14) Florida Building Code Revised JLIne30,201 Permit Application 01I'l': In addition to the requirements ot'this permit, there may be additional restrictions applicable to this property that may"'be1 -(I1 found in the public records ol'this COLlilty, and there may be additional permits required From other goVC11-1111101tal entities such as water management districts, state agencies, or federal agencies. Acceptance ot'permit is verification that I will notify the owner of'the property ol'the requirements ol'Florida hen Law, FS 713, The City ol'Sanford requires payment ot'a plan review fee at the time of'permit SLibrilittal. A copy ol'the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction va]LIC ol'the job at the riffle of submittal. I'lie actual COIlStrU1CIi011 value will be 1-111,Lli-ed based on the current KV Valuation "Fable in effect at the little the permit is issued, in accordance with local ordinance. Should calculated charges fi0LIrCd OIT the CXCCLIted contract exceed the actual coil strk let ion valLIC, credit will be applied to YOUr PCrIllit fee, when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be (lone in compliance with all applicable laws regulating construction and zoning. S gnatUtC of(hmer/Awit Date Signature ofContracloreAgent Date Print Owner/Agent's Name Signature ot'Notar\ -State of Honda Date Owner/Agent is Personally Known to Me or Produce({ lD Typeot'll) Robert Dewar, Print Co , i1tractor/Agent's Name ot'Notary-Sate ofFlon 711", RUTH A. MCCULLOCHtN.", 04 My COMMISSION III FF 066550 EXPIRES: February 26,2018 6fitractor/Ag ill is Personally Known to Me or Produced lD_________ Type ot'll) BELOW IS FOR OFFICE USE ONLY Permits Required: 131.1ildiMIF-1 Flecti-icalE] Mechanical P1LII11biI1I,:] F Y[ ] GaSn R00f[] 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: Ycsn NoEl 9 ot'l leads Fire Alarm Permit: Yes0 NoEl APPROVALS: /0NING: WAS I "I W ATI 'I' R: FN G I N 1`1 1 "" RING: 1`1 R I BUILDING: COMMENTS: Revised -. tune 30, 201 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Bldg. Permit #17-2282 Documented Construction Value: S 1325 - 00 JobAddress: 334 MISTY GROVE LN (Lot 269) Ifistoric District: Yes [I No Ij Parcel 11): 27-19-30-506-0000-2690 Residential 0 CommercialF1 Type of Work: NewEl Addition 11 AlterationEl RepairEl Demo El Change of UseE] MoveEl Description of Work: underground piping starting at the B.F. by others. Plan Review Contact Person: Mickey Ferguson Pholle: 407-877-5582 Fax: 407-656-8026 Title: Project Manager Email: permittingOwaynefire. com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHALL LN STE 200 Resident of property? : City, State Zip: MAITLAND, FL 32751 Contractor Information Name Wayne Automatic Fire Sprinklers, Inc Phone: 407-798-7598 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: State License No.: FPC14- 000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMM ENCEM ENT MAY RESULT IN YO(JR PAYING TWICE: FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ONTHE JOB SITE BEFORETIfF FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITIJ YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTIC I F 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 ot'all laws rc-olathig coilstroctioll in this jurisdiction. I understand that a separate permit intist be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FlIC 105.3 Shall he inscribed N ith the (late of application and the code in effect as of that (late: 5111 Edition (2014) Florida Building Code RCVISCd JMic30,201S Permit Applicatioti NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may"'bc found in the public records of this county, and there may be additional permits required from other _governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the regniremertts of Florida Lien Lakv, 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 rcquircd 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 WC 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 consUuction 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. i Signature of 0wicr'Agent I? ue Signatme of ContractortAgcm pat' Print Owner/Agent's Name Signature of Notary -State of Florida Date Owncr/Agent is _ Personally Known to Me or Produced ID Type of ID Robert- Dewar Print Contractor/Agent's Name e OHAUT14A. MCCULL.MDi to MY COMMISSION M FF 06550 EXPIRES: February 26, 2018 Bonded'thru Notary Put Undenvrtlers Contractor/Agent is x Personally Known to Me or Produced ID 'hype of ID BELOW IS FOR OFFICE_, USE ONLY Permits Required: F3ttilding 1`11wrical Mechanical [] Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No El APPROVALS: /0NING: F:NGINFIFRING: COMMEINTS: of Heads 1"1'ILI'I-IFS: FIRE?: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes[] No WASTI-1' WATT R: BUILDING: Revised June 30, 20t j Permit Application DATE: BUSINESS/PROJECT NAME: ADDRESS: - 13 3q CONTACT NAME: fv\ AK GO CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT NUMBER*147 "' G, ceve, HONE: ej) 97-7"t e, PLAN REVIEW INFORMATION CONSTRUCTION []C/O [] FIRE ALARM FIRE SPRINKLER []HOOD [ ]PAINT BOOTH []TANK TOTAL FEES: -A A0WAMN E Automatic Fire Sprinklers, Inc. 222 Capitol court— 0004"N FL 34761-3033 Phone (407) 604030 — Fax (407) 65"026 REVISED 0VQjAjJ!2N Alabama A-0457 + Florida EF20001320 + Georgia LVA205941 * North Carolina 2961 I-SP-FA/LV # South Carolina FAC.3385 M February 8, 2017 Attn: Alex Madison Taylor Morrison 2600 Lake Lucien Drive, Suite 350 Maitland, Fl. 32751-7172 Fax #321-397-7251 RE: THORNEBROOKE FIRE LINE LAST NINE BUIDINGS PHASE 2 INCLUDEDS UNITS 190-197,198-202,203-210,211-218,257-263, 264-270, 271-276, 241-248 & 249-2$6 SANFORD, FLORIDA FIRE SPRINKLER SYSTEM Wayne Automatic Fire Sprinklers, Inc. hereby submits an estimate for necessary labor and material to furnish and install: TYPE OF SYSTEM: Wayne Automatic Fire Sprinklers to supply nine (9) buildings with (65) units, with the underground feed mains to each unit. The fire systems backflows will not be supplied by Wayne Automatic Fire Sprinklers that cover nine (9) new buildings. Wayne Automatic Fire Sprinklers to provide approximately 3, 100' of CPVC piping to V above finished floor inside each unit. Owner to provide building corner pins for each building to allow for installation. Quote is based on one (1) permit per building. Sprinkler piping up pieces will be covered awaiting building starts. LAYOUT OF SYSTEM: Layout of system to be at Wayne Automatic Fire Sprinklers" discretion according to Nf PA standards and local codes. UNDERGROUND SUPPLY PIPE: Underground supply pipe approximately 3,1100 total feet to each building locations will be CPVC; it is included from the building riser locations on inside garages to backflow valve left by others on the building side of the street in the grass area. CITY WATER CONNECTION: Buyer to furnish city water connection from existing backflow to valve at each point of service. It is mutually agreed and understood that Wayne Automatic Fire Sprinklers is not to be held responsible for the adequacy or the quality of the water supply. WARRANTY & GUARANTEE: Wayne Automatic Fire Sprinklers will furnish all manufacturer's warranties and instructions, as -built drawings, and certificate of final inspection upon completion of work. Wayne Automatic Fire Sprinklers will provide a twelve-month guarantee covering defective equipment, materials, and workmanship. The guarantee is to start on the date equipment is placed in service. ADDENDUM THORNBROOKE-FIRELINES LAST NINE BUILDINGS -PHASE 2 TO MASTER AGREEMENT FOR DEVELOPMENT SERVICES EXHIBIT B JOB SITE PREVIOUSLY SENT Taylor Morrison 3 Master Authorizing Addendum — Professional Services Ver. 4.24.14-FLORIDA February 8, 2017 Wayne Automatic Fire Sprinklers, Inc. Re: Thronebrook Fire Lines Phase 2/Sanford, Florida NOTE (Owner duties): As required by 4A.60.006 Florida Fire Prevention Code, NFPA 25 4-1.2 and NFPA 72 7-1.2, it is the Owner's responsibility to properly maintain the Fire Sprinkler and Fire Alarm System(s). To the fullest extent permitted by law, the Contractor shall indemnify, defend and hold harmless the Subcontractor, his agents and employees, from and against claims, damages, losses and expenses, including but not limited to attorney's fees, arising out of or resulting from all losses caused or contributed to by the Owner's failure to properly Test, Inspect and Maintain all fire protection system(s) in accordance with NFPA 25 and NFPA 72. Best regards, Carl McQuaig Sales Representative Cell 407-467-3165 carlm@waytiefire.com YOUR ONE -STOP SAFETY SOLUTION TO INSTALLATION, INSPECTIONS, SERVICE AND MONITORING OF FIRE ALARMS, SECURITY AND FIRE PROTECTION SERVICES Wayne Automatic Fire Sprinklers, Inc. Locations: Ocoee 407-656-3030 Ft Myers 239-433-3030 Jacksonville 904.268-3030 Tampa 813-630-0303 Pompano 954-917-3030 North Carolina 704-782-3032 February 8, 2017 Wayne Automatic Fire Sprinklers, Inc. Re: Thronebrook Fire Lines Phase 2/Sanford, Florida ADHERENCE TO CODES: All work is to be done in strict accordance with applicable NFPA standards and local codes. EXCLUSIONS: The following are not included. Priming or painting of backflows or pipe. Backilow Preventers by others. Building corner pins. Survey. Concrete pads. Any other fees other than fire departments. Chlorination or Tcsting. Certified As-Builts. Taps on existing fire lines. New Hydrants. De -watering. Cutting, repair or replacing asphalt/walks and curbs. City water connection. Water quality. Replacing sod, trees, shrubs, etc. Striping of parking spaces or roadways. PRICE BREAKDOWN: Underground Fire Mains/ to each unit location................................................................ $68,S00.00 Tie onto (5) existing backflow provided by others and run fire line into each unit. o TERMS: Monthly invoices for Installation and material. NOTE: This quotation is based upon drawings prepared by Wayne Automatic Fire Sprinklers, Inc, dated revised November 30, 20IS. Wayne Automatic Fire Sprinklers reserves the right to require final contract documents and all necessary CAD disks needed to draw the fire protection system. No costs for these documenWdisks have been included in this quotation. Any such costs will be incurred by the General Contractor. NOTE: Pricing on this quotation Is valid for a period of thirty (30) days from the time the quotation is accepted. Materials purchased for the project after the thirty (30) day period has expired are subject to price adjustments that reflect increases in the current cost of such materials. Such material price adjustments will increase the contract sum and be processed by means of a contract change order. This proposal may be withdrawn by Wayne Automatic Fire Sprinklers if not accepted within thirty (30) days, or if a contract agreeable to both parties cannot be negotiated. NOTE: Important Information with Regards to Your CPVC Fire Sprinkler System Your CPVC fire sprinkler system will enhance the safety and security of your building when property cared for. CPVC Fire Sprinkler Products resist attack from a wide range of chemicals that are corrosive to metallic piping. As with any piping material, there are however, certain chemicals that can be detrimental to CPVC. Occasionally some of these chemicals may be found in some construction products, site preparations and building maintenance. There are certain things that you need to be mindful of in caring, for or working around your CPVC fire sprinkler system. Please review the web -site for Lubrizol FGG/BM Compatible Program. W ATIB ADDENDUM THORNS ROOKE•FIRELINES LAST NINE BUILDINGS -PHASE 2 TO MASTER AGREEMENT FOR DEVELOPMENT SERVICES EXHIBIT SCOPE/CONTRACT PRiCE/SCHEDULE Job No.: tl.QlSO.IfAlllDO.009000,320109-jg Commitment 32Q100 -- Taylor Morrison's Representative, Bdaa QaJlXMgl!2 Contractor's Representative: Ceti MGQUOIQ Consultant shall provide the following services for the Project (the "Services"}: eer)Qur f!(22g;gl dated Elibruilot 4, VJL The Services related to this Addendum shall be completed during the fallowing time froMesq Z The Approved Budget related to this Addendum Is as Consultant's hourly fee schedule (including time period for which rates apply) is as follows: eer M1§tj2[ &gMgMeal. Taylor Morrison 2 Master Authorizing Addendum — Professional Services Ver. 4.24.14-FLORIDA AUTHORIZING ADDENDUM TMORNBROOKE-FIRELiNES LAST NiNE BUILDINGS -PHASE 2 TO MASTER AGREEMENT FOR DEVELOPMENT SERVICES TAYLOR MORRISON: CONSULTANT: Taylor Morrison of Florida, Inc, a Florida WAYNE AUTOMATIC FIRE corporation Job Code: 1 Commitment: NOTICE TO PROCEED DATE: EaWUaly 8.201Z SUBSTANTIAL COMPLETION DATE: MjjMh 3Q. 201.Z DESCRIPTION OF WORK: This Addendum to Master Agreement for Development Services ("Addendum") Is made and entered Into effective as of Sth day of March, 2017 by and between Taylor Morrison of Florida, inc. a Rorlda corporation ('Taylor Morrison") and WAYNE AUTOMATIC FIRE SPRINKLER, ("CONSULTANT"), with respect to the Master Agreement for Development Services between Taylor Morrison and Consultant dated January 1, 2018 (the "Agreement"). 1. Sg(yjas. Pursuant to the Agreement, Consultant shall perform the Services for the Approved Budget within the time frame set forth on Exhibit A attached hereto and subject to the Insurance coverage requirements set forth in Paragraph 7.1 of the Agreement. 2. §ft. The Work will be performed at the job site (the `Site'), the location of which Is legally described on Exhibit B attached hereto. Unless otherwise defined herein, all capitalized terms used In this Addendum shall have the meanings set forth in the Agreement. This Addendum may be executed simultaneously or in counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same instrument in the event of a conflict between the provisions of the Agreement and this Addendum, the Agreement shall control except to the extent that the Addendum specifically states that a provision is intended to modify the Agreement. Except as supplemented by this Addendum, all provisions of the Agreement shall remain In full force and effect. N' CcOMML Taylor Morrison of Florida, inc. a Florida WAYNE AUTOMATI SPRINKLER corporation By: _dBy: Print Name: Print Name: Ran all Dr'awdy Tltie: @ Yg 11L_,. Title: Undg/Site Department Manager Data. — Datia: March 13, 2017 Taylor Morrison 1 Master Authorizing Addendum — Professional Services Ver. 4.24,14-FLORIDA Taylor Morrison Schedule 8 Unless specifically Identified herein, terms and c0ndiftns Of the Master Agreement apply Effective Date: 4/14/2015 8:13 Expiration Date: 4/12/2020 8:13 EMS= Ae 25i 1MZM12Njjj1RW_MN—tAj20MATic FiRt soRmKirm VP Purchasing OR Purchasing M Date: Modifkatlors and changes to this document are txPyessl'Y PreNbited, Page I of 1 Printed 4/14/2015 8:13 AM Contractor: Date: 4. PRODUCTOIAT SUBMITT For TA'uKlllfRuuffkE TOWNHOMES LOTS 264=270 SANFORD, FLORIDA WAYNE AUTOMATIC FIRE SPRINKLERS, INC. 222 CAPITOL COURT - OCOEE, FL 34761 TEL (407) 656-3030 or FAX (407) 656-8026 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222Capitol Court Ocoee, FL347G1 407- 856'3030 Job Name Thorneb/ookBirch Unit B-1 Sheet Number FP8.1 Location White Cedar Road Design Area 8-1 Contract 858^° Data File Tho/nebrookE-1,VVXF Computer Programs by Hydratec Inc. Route 111 Windham N.H, USA 03087 Wayne Automatic Thornebrook Birch Unit B-1 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Brich Unit Location: White Cedar Road Drawing no: FPB,1 Date: 10/11/17 Design Remote area number. B-1 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SqFt Area of application: 2 sprks - SqFt Coverage per sprinkler. 256-SqFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Penclents No. of sprinklers calculated: 2 In -rack demand: N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 31.3-GPM @ 36,7 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/11/17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Page 1 Date 10/11/07 Name of contractor: Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number: 407-877-5578 Name of designer. MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (include peaking information for gridded systems here.) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY, Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Water Supply Curve C Wayne Automatic Page 2 Thornebrook Birch Unit B-1 Date 10/11/07 City Water Supply Demand C 1 - Static Pressure : 65 D1 - Elevation 7.652 C2 -Residual Pressure: 55 D2 - System Flow :31 A 13 C2 - Residual Flow 1000 D2 . System Pressure 36,758 Hose ( Demand ) D3 - System Demand 31.1 1-3 Safety Margin 28.226 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 100 200 300 400 500 600 700 800 900 FLOW(N ^ 1.85) Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 C2 Fittings Used Summary Wayne Automatic Page 3 Thornebrook Birch Unit B-1 Date 10/11/07 Filling Legend AIbbmv Name 2 2,1x 3 3"" 4 5 6 8 10 12 14 16 18 20 24 F 45' Elbow 1 i 1 1 2 2 3 3 3 4 5 i 9 11 13 17 19 21 24 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 s Genenc Swing Check VIv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 U CPVC 90'Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 z Gerienc Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950Xl- Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a ' show equivalent lengths values Supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc Route 111 Windham N M. USA 03087 I I Pressure / Flow Summary - STANDARD Wayne Automatic Page 4 Thornebrook Birch Unit B-1 Date 10/11/07 Node Elevation K-Fact Pt PI) Flow Density Area Press No, ACtUal ACRIal Req, Bi 19,667 4.9 7,0 na 12,96 0,05 256 TO B2 19.667 4,9 7.2 na 1315 0.05 256 TO BA 20,333 8,23 na BC 20,333 11.55 na BD 20,333 13.12 na 200 20,333 1335 na 100 10.333 19.75 na 101 10.333 20,96 na T13 10333 21.66 na 8B 1.0 26.59 na UG4 -3,0 28.83 na LJG3 -10 30,45 na BF1 -3,0 30,87 na BF2 -3,0 38.57 na C218 -3,0 38.91 na 5,0 C248 -3,0 38,92 na LIG2 -3.0 38,92 na LIGI -3,0 38,92 na C203 -3,0 38.92 na C202 -3,0 38.92 na C190 -3.0 38,92 na C132 -3.0 38.92 na C125 -3.0 38.92 na C64 -M 38,92 na ST1 -3,0 38.92 na ST2 -3.0 38,92 na TEE -3.0 38,92 na HYD 2.0 36,76 na The maximum velocity is 13.96 and it occurs in the pipe between nodes BA and BC Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Birch Unit B-1 Date 10/11/07 Hyd, Qa Dia, Fitting Pipe Pt Pt Ref, C., or Ftng's Pe Pv h Notes Point Qt Pf/Ft Eqv. Ln, Total Pf Pn B1 12.96 0.874 U 4.0 9.167 7.000 K Factor = 4.90 to 150.0 v 3.0 7,000 0,288 BA 12.96 0.0939 0.0 16.167 1.518 Vel = 6.93 0.0 12.96 8.230 K Factor= 4.52 B2 13.15 0.874 U 4,0 6.667 7.201 K Factor = 4.90 to 150.0 v 3.0 7,000 0.288 BA 1315 0,0964 0.0 13,667 1.317 Vel = 7,03 0,0 13.15 8.230 K Factor = 4.58 BA 26,11 0.874 v 3,0 6.667 8,230 to 150.0 0.0 1000 0.0 BC 26.11 0.3431 0.0 9.667 3.317 Vel = 13.96 BC 0,0 0.874 0.0 4.583 11.547 to 150,0 0,0 0.0 0.0 BID 26,11 0,3430 0,0 4,583 1,572 Vel = 1196 BID 0,0 1.101 U 5,0 0.667 13.119 to 150.0 0.0 5.000 0,0 200 26,11 0,1113 0.0 5.667 0.631 Vel = 8.80 200 0.0 1,101 v 5.0 10,000 13,750 to 150.0 0.0 5.000 4.331 100 26.11 01115 0.0 15.000 1.672 Vel = 8,80 100 0.0 1101 0 10.833 19,753 to 150.0 0.0 0.0 0 101 26.11 0,1114 0.0 10.833 11.207 Vel = 8.80 101 0,0 1394 2U 12.0 7,833 20,960 to 150.0 0.0 12.000 0,0 TB 26,11 0.0353 0,0 19.833 0.701 Vel = 5A9 TB 0,0 1.394 Z 4,762 9,333 21,661 to 150.0 S 11,11 15.871 4,042 BB 2611 0,0353 0 25.204 0,890 Vel = 5.49 0.0 2611 26,593 K Factor = 5,06 BLDG UG BB 26.11 1,598 U 7.0 13.000 26.593 to 150.0 v 8.0 15.000 1.732 UG4 2611 0.0182 0.0 28.000 0.509 Vel = 4.18 UG4 0.0 1.598 0.0 89.000 28,834 to 150.0 0,0 0 0.0 UG3 26,11 0.0182 0.0 89.000 1,616 Vel = 4,18 UG3 0.0 1.598 v 8.0 15.000 30,450 to 150.0 0,0 8,000 0.0 BF1 26,11 0.0182 0,0 23.000 0A18 Vel = 4.18 Computer Programs by Hydratec Inc. Route 111 Windham N,H, USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Thornebrook Birch Unit B-1 Page 6 Date 10/11/07 Hycl. Qa Dia. Fitting Pipe Pt Pt Ref. C', or Ftnq's Pe Pv Notes Point Qt Pf/Ft Eqv, Ln. Total Pf Pn BF1 0 2,067 T 1&0 20,000 30.868 to 120.0 L 3.0 13,000 7,445 Fixed Loss = 7.445 BF2 26,11 0.0078 Zik 0 33.000 0.259 Vel = 2.50 BF2 0,0 1.913 G 1.036 34.000 38-572 to 150,0 T 10.364 11,400 0,0 C218 26.11 0.0076 0.0 45.400 0,343 Vel = 2.91 0.0 26.11 38.915 K Factor= 4.19 SITE UG C218 16.46 7.98 G 6,041 421000 38.915 Qa = 5.00 to 150,0 3F 40,774 46.814 0.0 C248 16.46 0.0 0.0 469.814 0,001 Vel = 0.11 C248 0.0 7.98 G 6.041 33,000 38,916 to 150.0 0,0 6.040 0.0 UG2 16.46 0.0 0 39.040 0 Vel = 0.11 UG2 3,95 7.98 G 6.041 431.000 38.916 to 150.0 T 52.855 58.895 0.0 ST1 20.41 0.0 0.0 489.895 0.003 Vel = 013 0,0 20.41 38.919 K Factor= 127 C218 14.66 7.98 3F 40374 483.000 38,915 to 150.0 G 6.041 99,669 0,0 UG1 14.66 0.0 T 52.855 582.669 0,001 Vel = 0.09 0 14,66 38.916 K Factor = 2.35 UG1 3,95 7.98 0.0 254.000 38,916 to 150.0 0.0 0.0 0,0 C203 3,95 0.0 0.0 254,000 0.0 Vel = 0.03 C203 0.0 7.98 0.0 24,000 38,916 to 150.0 0,0 0.0 0.0 C202 3.95 0.0 0.0 24.000 0.0 Vel = 0.03 C202 0.0 7.98 G 6.041 205.000 38,916 to 150.0 T 52.855 58.895 0,0 UG2 195 0.0 0.0 263,895 0,0 Vel = 0.03 0 3.95 38,916 K Factor = 0,63 UG1 1070 7.98 0.0 252,000 38,916 to 150.0 0,0 0 0,0 C190 107 0.0 0.0 252000 0,001 Vel = 0.07 C190 0,0 7.98 G 6.041 202.000 38,917 to 150.0 0,0 6.040 0,0 C132 10.7 0.0 0.0 208.040 0,0 Vel = 0,07 Computer Programs by Hydratec Inc Route 111 Windham N,H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thornebrook Birch Unit B-1 Date 10/11/07 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.C11 or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn C132 0.0 7.98 3F 40.774 502,000 38.917 to 150.0 0.0 40.774 0.0 C125 10,7 0.0 0.0 542.774 0,001 Vel = 0.07 C125 0.0 7.98 3F 40.774 430,000 38,918 to 150.0 0,0 40.774 0.0 C64 10.7 0.0 0.0 470.774 0.0 Vel = 0.07 C64 0.0 7.98 G 6,041 171.000 38,918 to 150.0 T 52.855 58,895 0,0 ST1 10.7 0.0 0,0 229.895 0M1 Vel = 0.07 0.0 10,70 38.919 K Factor= 1.72 ST1 31,11 7.98 G 6.041 128.000 38.919 to 150.0 T 52.855 58,895 0,0 ST2 3111 0.0 0.0 186.895 0,001 Vel = 0.20 ST2 0.0 9.79 G 6.747 360,000 38,920 to 150.0 T 67.474 74.221 0.0 TEE 31,11 0.0 0.0 434,221 0.002 Vel = 0.13 TEE 0.0 6,34 G 4.952 15,000 38.922 to 14&0 L 14.855 19.807 2.166 HYD 31.11 0.0001 0.0 34,807 0,002 Vel 0.32 0,0 31.11 36,758 K Factor = 5.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ED= Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222Capitol Court Ocoee, FL34781 407- 856-3030 Job Name ThomebmokBirch Unit B-2 Sheet Number FPB1 Location White Cedar Road Design Area B-2 Contract 858°^ Data File Thnrneb/ook B'2,VVXF Computer Programs by Hydratec Inc. Route 111 Windham N. H, USA 03087 Wayne Automatic Thornebrook Birch Unit B-2 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Brich Unit Location: White Cedar Road Drawing no: FPB 1 Date: 10/11/17 Design Remote area number. B-2 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0,05 - Gpm/SqFt Area of application: 2 sprks - SqFt Coverage per sprinkler: vARIES-SqFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Penclents No. of sprinklers calculated: 2 In -rack demand: N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 45.9-GPM @ 57.5 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/11/17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc, Page 1 Date 10/11/17 Name of contractor. Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number: 407-877-5578 Name of designer. MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here.) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D, TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY, Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087 Water Supply Curve C Wayne Automatic Page 2 Thomebrook Birch Unit B-2 Date 10/11/17 City Water Supply: Demand: C1 - Static Pressure , 65 Dl - Elevation 8.085 C2 - Residual Pressure: 55 D2 - System Flow 45,891 C2 - Residual Flow 1000 D2 - System Pressure 57,479 Hose ( Demand ) D3 - System Demand 45.891 Safety Margin 7,488 150 140 130 p 120 R 110 E 100 S 90 S 80 u 70 R 60 E 50 40 30 20 10 100 200 300 400 500 600 700 800 900 FLOW( N ^ 1,85 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 C2 Fittings Used Summary Wayne Automatic Page 3 Thornebrook Birch Unit B-2 Date 10/11/17 Fitting Legend Abbrev. Name 2% 3 311, 4 5 6 a 10 12 14 16 18 20 24 F 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 9 11 13 li 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 i a 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 in 18 24 27 30 34 40 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 U CPVC 90' Elbow Tyco 0 4 5 61 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V CPVC Tee Branch Tyco 0 3 5 5 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Z1k Wilkins 950Xt, Fitting generates a Fixed Toss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with '. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the Calculation for CFactors of other than 120 and diameters other than Schad 40 per NFPA. Computer Programs by Hydratec Inc Route 111 Windham N Fi USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Birch Unit B-2 Page 4 Date 10/11/17 Node Elevation K-Fact Pt P11 Flow Density Area Press No Actual Actual Req, B3 20,667 4,9 16.7 na 20,02 0.05 400 16,7 133T 21,333 17,36 na B4 19.667 4.9 18,13 na 20.87 0,05 256 7.0 34T 20.333 18.64 na BC 20.333 2213 na BD 20.333 23,27 na 200 20,333 24.71 na 100 10,333 32,88 na 101 10.333 35.64 na TB 10.333 37,25 na 1313 1.0 43,33 na UG4 3,0 46,23 na UG3 3.0 49.94 na BF1 3.0 50,89 na BF2 10 58,84 na C218 3,0 59.63 na 5,0 C248 3.0 59,63 na UG2 3.0 59.63 na LIG1 3.0 59.63 na C203 3.0 59.63 na C202 3.0 59,63 na C190 3,0 59,63 na C132 3,0 59,63 na C125 3,0 59,63 na C64 10 59,63 na STI 3.0 59,63 na ST2 3.0 59,64 na TEE 10 5964 na HYD 2.0 57,48 na The maximum velocity is 13.78 and it occurs in the pipe between nodes BD and 200 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Birch Unit B-2 Date 10/11/17 Hyd. Qa Dia, Fitting Pipe Pt Pt Ref, 1c., or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B3 20,02 0.874 U 4.0 0.500 16.700 K Factor = 4,90 to 150.0 0,0 4.000 0.288 B3T 20,02 0,2098 0,0 4,500 0,944 Vel = 10.71 B3T 0.0 0.874 3U 12.0 11.083 17,356 to 150.0 v 3.0 15,000 0.433 BID 20.02 0,2099 0,0 26.083 5.476 Vel = 10,71 0.0 20.02 23.265 KFactor = 4.15 B4 20.87 0,874 V 3,0 0,500 18135 K Factor = 4.90 to 150.0 0.0 3.000 0.288 B4T 20.87 0.2266 0.0 3.500 0.793 Vel = 11.16 B4T 0.0 0,874 U 4.0 11,833 18.640 to 150.0 0.0 4.000 0.0 BC 20,87 0.2266 0.0 15.833 3.587 Vel= 11.16 BC 0.0 0,874 0.0 4.583 22.227 to 150.0 0.0 0,0 0.0 BD 20,87 0.2265 0.0 4.583 1.038 Vel= 11.16 BID 20.02 1.101 U 5.0 0.667 21265 to 150.0 0.0 5.000 0 200 40.89 0.2555 0 5.667 1.448 Vel = 13.78 200 0.0 1.101 v 5.0 10,000 24.713 to 150.0 0.0 5.000 4331 100 40.89 0.2555 0.0 15,000 3.832 Vel = 13.78 100 0.0 1,101 0,0 10,833 32.876 to 150.0 0.0 0.0 0,0 101 40.89 0.2555 0.0 10.833 2,768 Vel = 13.78 101 0.0 1.394 2U 12,0 7.833 35.644 to 150.0 0.0 12.000 0.0 TB 40,89 0,0810 0.0 19.833 1.606 Vel = 8.60 TB 0.0 1.394 Z 4.762 9333 37,250 to 150.0 S 1111 15.871 4.042 BB 40.89 0.0810 0.0 25,204 2.041 Vel = 8.60 0. 0 40. 89 43333 K Factor = 6,21 BLDG UG BB 40,89 1,598 U 7.0 13.000 43,333 to 150.0 v 0 15,000 1.732 UG4 40.89 0.0416 0,0 28.000 1,166 Vel = 6.54 UG4 0.0 1,598 0.0 89.000 46.231 to 150.0 0.0 0,0 0.0 UG3 40.89 0.0416 0.0 89.000 3.705 Vel = 6.54 UG3 0,0 11.598 v 8.0 15,000 49,936 to 150.0 0 8.000 0.0 BF1 40.89 0.0417 0,0 23,000 0.958 Vel = 6,54 BF1 0.0 2,067 T 10.0 20,000 50,894 to 120.0 L 3.0 13,000 7.353 Fixed Loss = 7,353 BF2 40.89 0.0180 Zik 0.0 33.000 0.593 Vel = 3.91 Computer Programs by Hydratec Inc. Route 111 Windham N,H, USA 03087 I I Final Calculations - Hazen -Williams Wayne Automatic Page 6 Thornebrook Birch Unit B-2 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "Cor Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv, Ln. Total Pf Pn BF2 0.0 1.913 G 1.036 34,000 58.840 to 150.0 T 10.364 11.400 0.0 C218 40.89 0.0173 0,0 45A00 0387 Vel = 4.56 0. 0 40. 89 59.627 K Factor = 5,30 SITE UG C218 24.27 7.98 G 6.041 421000 59,627 Qa = 5M to 150.0 3F 40,774 46.814 0.0 C248 24.27 0.0 0.0 469.814 003 Vel = 0.16 C248 0.0 7.98 G 6.041 31000 59.630 to 150.0 0.0 6.040 0.0 UG2 24.27 0.0 0,0 39.040 0.0 Vel = 0.16 UG2 5.84 7.98 G 6.041 431,000 59.630 to 150.0 T 52.855 58.895 0.0 3011 0.0 0.0 489.895 0M5 Vel = 0.19 0. 0 3011 59,635 K Factor = 3.90 C218 21.62 7.98 3F 40.774 483.000 59.627 to 150.0 G 6.041 99,669 0 UG1 21.62 0.0 T 52.855 582.669 0.003 Vel = 0.14 0. 0 21. 62 59.630 K Factor = 2.80 UG1 5,83 7.98 0.0 254.000 59,630 to 150.0 0.0 0.0 0.0 C203 5.83 0.0 0.0 254.000 0,0 Vel = 0.04 C203 0,0 7,98 0.0 24.000 59,630 to 150.0 0.0 0.0 0.0 C202 5.83 0,0 0.0 24.000 0.0 Vel = 0.04 C202 0.0 7,98 G 6,041 205.000 59.630 to 150.0 T 52-855 58.895 0,0 UG2 5.83 0.0 0.0 263,895 0,0 Vel = 0.04 0, 0 5. 83 59,630 K Factor= 0.75 UG1 15.78 7.98 0.0 252,000 59.630 to 150.0 0.0 0.0 0.0 C190 15.78 0.0 0.0 252.000 0.001 Vel = 0.10 C190 0.0 7.98 G 6.041 202,000 59.631 to 150.0 0.0 6.040 0.0 C132 15.78 0.0 0.0 208.040 0.0 Vel = 0.10 C132 0,0 7,98 3F 40,774 502.000 59,631 to 15&0 0.0 40,774 0.0 C125 15.78 0.0 0.0 542774 0M2 Vel = 0.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thornebrook Birch Unit B-2 Date 10/11/17 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. C', or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln, Total Pf Pn C125 0,0 7.98 3F 40.774 430.000 59.633 to 150.0 0.0 40,774 0.0 C64 15,78 0 0.0 470.774 0.001 Vel = 0.10 C64 0.0 7,98 G 6.041 171.000 59,634 to 15&0 T 52,855 58.895 0.0 ST1 15,78 0.0 0.0 229,895 0,001 Vel = 0.10 0,0 15.78 59.635 K Factor = 2.04 ST1 45,89 7.98 G 6.041 128.000 59.635 to 150,0 T 52.855 58.895 0.0 ST2 45,89 0.0 0,0 186.895 0.004 Vel = 0.29 ST2 0,0 9.79 G 6.747 360.000 59.639 to 150.0 T 67.474 74221 0,0 TEE 45.89 0.0 0.0 434.221 0.003 Vel = 0.20 TEE 0.0 6.34 G 4.952 15,000 59.642 to 140.0 L 114.855 19,807 2,166 HYD 45.89 0.0001 0,0 34.807 0,003 Vel = 0.47 0.0 45.89 57,479 K Factor = 6.05 Computer Programs by Hydratec Inc. Route 111 Windham N,H, USA 03087 Hydraulic Calculations Wayne Automatic Fire Spnnh|ena. Inc. 222Capitol Court Ocoee, FL347G1 407- 856-3030 Job Name Thorneb/ookRedwood Unit R-1 Sheet Number FPRA Location White Cedar Road Design Area R-1 Contract 858^° Data File Thornebrook R-1.WXF Computer Programs byMydrateoInc. Rouvs111 Windham NM,USA V5O87 Wayne Automatic ThomebmokRedwood Unit R-1 HYDRAULIC CALCULATIONS for Project name: ThunnebnookTownhumeaRedwood Unit Location: White Cedar Road Drawing no: FPR,1 Date: 10/ 11/17 Design Remote area number: R-1 Remote area location: 1atF|oor Occupancy : NFRA13D Density: O05 Gpm/SqFt Area ofapplication: 2sp/ka SqFt Coverage per sprinkler: 400-3qFt Type ofsprinklers calculated: Reliable R35164.QKResidential Pendente No. o/sprinklers calculated: 2 In -rack demand: N/ A -GPM Hose streams: N/A - GPM Total water required (including hose streoms): 471-GPM @ 578-Pai Type ofsystem: Wet System Volume ofdry o,preactionsystem: N/A Gal Water supply information Date: 10/11/ 17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Page 1 Date 10/11/17 Name ofcontractor: Wayne Automatic Fire Sprinklers, Inc. Address: 222Capitol Court, Ocoee, FL34781 Phone number: 407-877-5578 Name ofdesigner: KA| CKEYFERGUSUN Authority having jurisdiction: CITY OFSANFORD Vntwa: (Include peaking information for gr/ddedsystems heraj 5gpmADDED FOR DOMESTIC DEMAND PER NFPA13D TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING DNPROPERTY, Computer Programs byMydmteoInc. Rnvte111 Windham NM,USA 03087 Water Supply Curve C Wayne Automatic ponw o City Water Supply Demand: C2 - Residual Flow 1000 D2 - System Pressure 57,847 Hose ( Demand ) Safety Margin 7,118 150 140 130 40 30 20 10 oo Fittings Used Summary Wayne Automatic Page 3 Thornebrook Redwood Unit R-1 Date 10/11/17 Fitting Legend Abbrev Name 1 1'r; 1Y 2 2`5 3 3111, 4 5 6 8 10 12 14 16 18 20 24 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 11 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 R GPVC Coup -Tee Put) Tyco 0 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S Generic Swing Check Viv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow Thu Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 21 u` CPVC:. 90' Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 4 0 0 V" CPVC Tee Branch Tyco 0 311 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and GFactors of 120 except as noted with `. The fittings marked with a ` show equivalent lengths values supplied by manufacturers based on specific pipe diameters and GFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for GFactors of other than 120 and diameters other than Sched 40 per NFPA_ Camputer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Page 4 ThnrnebrookRedwood Unit R'1 Date 10/11/17 wnue s|e,aoun x'pam Pt p^ p/n~ oeouov Area pmou No,___-- ActvaL xctval Req'___ w/ 9,333 4o mr a zo»o oVo on or n/ T 10.3 u.r n" nz 9,333 :u zozo na zzor 000 on e,r nx 10,333 zzn; a 100 / uxxx 28,37 w, m/ moux s/ro n* rx 10,333 34* na BR m 40,94 na m; o an 43.59 na ma so 4627 na mm - 3V mm na op/ ao 51,19 na epz xo 59m w ou/ o -3n soyo na oo Cz* o 'an noo na usz - 3o sno m^ us1 - 3o smn na cmo - an onu u Czuz ' ao soo a c/ om -xo 000 na c/ oz ':v noo na c/ zo 'ao oon na Ce4 ' oo 000 na sr/ ' z.o onn na nru ' no 60o1 na TEE ' 10 nno/ na x, o zo yroo na The maximum velocity ia22.51and itoccurs inthe pipe between nodes RAand 10O Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Thornebrook Redwood Unit R-1 Page 5 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv ****"*" Notes Point Qt Pf/Ft Bqv. Ln. Total Pf Pn R1 20.02 0.874 2U 8.0 3.500 16.700 K Factor = 4.90 to 150.0 0.0 8.000 0.419 R 1 T 20.02 0.2099 0.0 11.500 2.414 Vel = 10.71 R 1 T 0.0 0.874 0.0 18.833 18.695 to 150.0 0 0.0 0.014 RA 20.02 0.2100 0.0 18.833 3.954 Vel = 10.71 0.0 20.02 22.635 K Factor = 4.21 R2 22.07 0.874 U 4.0 4.083 20.283 K Factor = 4.90 to 150.0 V 3.0 7.000 0.433 RA 22.07 0.2513 0.0 11.083 2.785 Vel = 11.80 RA 20.02 0.874 0 6.916 22.635 to 150.0 0.0 0.0 0.0 100 42.09 0.8298 0.0 6.916 5.739 Vel = 22.51 100 0.0 1.101 0.0 12.667 28.374 to 150.0 0.0 0.0 0.0 101 42.09 0.2695 0.0 12.667 3.414 Vel = 14.18 101 0.0 1.394 2U 12.0 18.583 31.788 to 150.0 0.0 12.000 0.0 TR 42.09 0.0854 0.0 30.583 2.613 Vel = 8.85 TR QO 1.394 4R 4.0 9.333 34.401 to 150.0 Z 4.762 19.871 4.042 BR 42.09 0.0854 S 11.11 29.204 2.495 Vel = 8.85 0.0 42.09 40.938 K Factor = 6.58 BLDG UG BIR 42.09 1.598 V 8.0 13.000 40.938 to 150.0 0.0 8.000 1.732 UG5 42.09 0.0439 0.0 21.000 0.922 _. Vel = 6.73 UG5 0.0 1.598 0.0 61.000 43.592 to 150.0 0.0 0.0 0.0 UG4 42.09 0.0439 0.0 61.000 2.680 _ Vel = 6.73 UG4 0.0 1.598 00 89.000 46.272 to 1 % 0 0.0 0.0 0.0 UG3 42.09 0.0439 0.0 89.000 3.909 Vel = 6.73 UG3 0.0 1.598 V 8.0 15.000 50.181 to 150.0 0.0 8.000 0.0 BF1 42.09 0.0440 0.0 23.000 1.011 Vel = 6.73 BF1 0.0 2.067 T 10.0 20.000 51.192 to 120.0 L 3.0 13.000 7.347 Fixed Loss = 7.347 BF2 42.09 0.0189 Zik 0.0 33.000 0.625 Vel = 4.02 BF2 0.0 1.913 G 1.036 34.000 59.164 to 150.0 T 10.364 11.400 0.0 C218 42.09 0.0183 0.0 45.400 0.830 Vel = 4.70 O.Q Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Thornebrook Redwood Unit R-1 Page 6 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref, I. G. or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 42.09 59.994 K Factor = 5.43 SITE UG C218 24,91 7,98 G 6,041 423,000 59.994 Oa = 5.00 to 150.0 3F 40.774 46.814 0.0 C248 24.91 0.0 0.0 469.814 0,004 Vel = 016 C248 0.0 7.98 G 6.041 33.000 59.998 to 150.0 0.0 6,040 0.0 UG2 24.91 0.0 0.0 39.040 0,0 Vel = 0.16 UG2 5.98 7.98 G 6.041 431.000 59.998 to 150.0 T 52,855 58,895 0.0 ST1 30,89 0,0 0,0 489.895 0.005 Vel = 0.20 0.0 30,89 60.003 K Factor= 199 C218 22.18 7.98 3F 40.774 483.000 59.994 to 150.0 G 6.041 99.669 0.0 UG1 22.18 0.0 T 52.855 582,669 0,004 Vel = 014 0.0 22.18 59,998 K Factor 2.86 UG1 5.98 7.98 0,0 254.000 59,998 to 150.0 0.0 0.0 0.0 C203 5.98 0.0 0.0 254.000 0.0 Vel = 0.04 C203 0.0 7.98 0.0 24,000 59.998 to 150.0 0.0 0.0 0.0 C202 5.98 0.0 0.0 24.000 0.0 Vel = 0,04 C202 0.0 7.98 G 6.041 205.000 59.998 to 150.0 T 52.855 58,895 0,0 UG2 5,98 0.0 0,0 261895 0.0 Vel = 0.04 0.0 5.98 59.998 K Factor 0,77 UG1 16.20 7.98 0.0 252.000 59.998 to 150,0 0.0 0.0 0 C190 16.2 0.0 0.0 252,000 0.0 Vel = 010 C190 0.0 7,98 G 6.041 202.000 59,998 to 150,0 0.0 6.040 0.0 C132 16.2 0.0 0.0 208.040 0,001 Vel= 0.10 C132 0.0 7.98 3F 40.774 502,000 59.999 to 150.0 0.0 40,774 0,0 C125 16,2 0.0 0.0 542,774 0.001 Vel = 0,10 C125 0.0 7.98 3F 40.774 430,000 60.000 to 150.0 0.0 40.774 0.0 C64 16.2 0,0 0.0 470,774 0,002 Vel = 0.10 C64 0,0 7.98 G 6.041 171,000 60.002 to 150.0 T 52.855 58.895 0.0 ST1 16.2 0.0 0.0 229.895 0.001 Vel = 0.10 Computer Programs by Hydratec Inc. Route 111 Windham N,H, USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thornebrook Redwood Unit R-1 Date 10/11/17 Hyd. Qa Di& Fitting Pipe Pt Pt Ref, C'. or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv, Ln. Total Pf Pn 0.0 16.20 60,003 K Factor = 2.09 ST1 47,09 7.98 G 6.041 128.000 MOM to 150.0 T 52.855 58.895 0.0 ST2 47.09 0 0,0 186,895 0,004 Vel = 0.30 ST2 0.0 9.79 G 6.747 360.000 60.007 to 15&0 T 67,474 74.221 0.0 TEE 47.09 0.0 0.0 434.221 0,003 Vel = 0.20 TEE 0,0 634 G 4,952 15,000 60,010 to 140.0 L 14.855 19.807 2,166 HYD 47,09 0.0001 0.0 34.807 0,003 Vel = 0.48 0.0 47.09 57.847 KFactor = 6.19 Computer Programs by Hydratec Inc Route 111 Windham N,H, USA 03087 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222Capitol Court Oomee, FL 34781 407' 656-3030 Job Name ThonnebnookWillow Unit N-1 Sheet Number FPVV.1 Location White Cedar Road Design Area N-1 Contract 858°^ Computer Programs by Hydratec Inc, Route 111 Windham N H USA 03087 Wayne Automatic Thornebrook Willow Unit W-1 HYDRAULIC CALCULATIONS for Pro/ectnan,e: ThonnebrookTown homes Willow Unit Lmoubmn: White Cedar Road Qmawingnn: FPVK1 Date: 10/11/17 Design Remote area number. W-1 Remote area location: 2ndF|oor Occupancy classification: NFPA13O Density: 005-Gpm/8qFt Area ofapplication: 2sprka-SqFt Coverage per sprinkler: 250/324'8qFt Type ofsprinklers calculated: Reliable R351G4,SKResidential Pendento No. ofsprinklers calculated: 2 In -rack demand: N/ A -GPM Hose streams: N/A - GPM Total water required (including hose streanns): 31.7-GPM @ 433-Pei Type ofsystem: Wet System Volume ofdry orpnwmctionsystem: N/ A 'Gal Water supply information Date: 10/ 11/17 Location: White Cedar Road Source: Wayne Automatic Fine Sprinklers, Inc. Page 1 Date 10/11/ 17 Name ofcontractor. Wayne Automatic Fire Sprinklers, Inc. Address: 222Capitol Court, Ocoee, FL34781 Phone number: 407'877-5578 Name mfdesigner: N1|CKEYFER8US0N Authority having jurisdiction: CITY OF8ANF0RD ohoa ( Include peaking information for griddedsystems henej SQpmADDED FOR DOMESTIC DEMAND PER NFP/\13O TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING ON PROPERTY. Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087 Water Supply Curve C Wayne Automatic Page 2 Thornebrook Willow Unit W-1 Date 10/11/17 City Water Supply; Dernand: G1 -Static Pressure : 65 D1 - Elevation i 7,652 C2 -Residual Pressure: 55 D2 - System Flow 31,672 C2 - Residual Flow 1000 D2 - System Pressure 43,276 Hose ( Demand ) D3 - System Demand 31.672 Safety Margin 21,707 150 140 130 p 120 R 110 E 100 S 90 80 U 70 R 60 E 50 40 30 20 10 D 1 100 200 300 400 500 600 700 800 900 FLOW( N ^ 1.85 Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 C2 Fittings Used Summary Wayne Automatic Page 3 Thomebrook Willow Unit W-1 Date 10/11/17 Fitting Legend Abbrev. Name 1 1,/, 2 2'/, 3 31/1 4 5 6 8 10 12 14 16 18 20 24 V 45' Elbow 1 1 1 1 2 2 3 3 3 4 15 7 9 11 13 1 T 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 111 1 2 2 3 4 5 6 7 8 10 11 11 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 is 24 27 30 34 40 S Generic swmq Check VIV 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 a? 98 i09 130 T 90' Flew Thh, lee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 U CPVC 90' Fbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 z Genorro Flow switch 2 2 .1 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik w0lons 95OXI Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Willow Unit W-1 Page 4 Date 10/11/17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. W1 19,667 4.9 7.83 na 13.71 0.05 256 7.0 W2 19,667 4.9 7,0 na 12.96 0.05 256 TO 2T 20.333 8.37 na WA 20.333 9,25 na WB 20.333 10,73 na 200 20.333 13,05 na 100 10.333 22.02 na TW 10.333 26.46 na BW 1'0 31.42 na UG5 3.0 34.1 na UG4 3.0 35,25 na UG3 3.0 36.93 na BF1 3.0 37.37 na BF2 3,0 45.08 na C218 3.0 45.43 na 5.0 C248 3.0 45.43 na UG2 3.0 45.43 na UG1 3,0 45.43 na C203 10 45.43 na C202 3.0 45.43 na C190 3.0 45.43 na C132 3,0 45.43 na C125 3.0 45.44 na C64 3.0 45.44 na ST1 10 45,44 na ST2 3.0 45.44 na TEE 3.0 45.44 na HYD 2.0 43.28 na The maximum velocity is 14.26 and it occurs in the pipe between nodes WA and WB Computer Programs by Hydratec Inc, Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Willow Unit W-1 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.C1. or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn W1 1171 0.874 U 4.0 9.417 7.826 K Factor = 4.90 to 150.0 v 3.0 7.000 0,288 WA 13.71 0.1042 0.0 16.417 1,710 Vel = 7.33 0.0 13.71 9,248 K Factor= 4.51 W2 12.96 0.874 U 4.0 7,667 7.000 K Factor = 4.90 to 150.0 2V 6.0 10.000 0.288 2T 12.96 0.0939 M 17.667 1.659 Vel = 6.93 0.0 12.96 8.371 K Factor= 4.48 2T 12.96 0.874 0.0 9.333 8.371 to 150.0 0.0 0.0 0.0 WA 12.96 0.0940 0.0 9.333 0.877 Vel = 6.93 WA 13.71 0.874 0.0 4,167 9.248 to 150.0 0.0 0.0 0 WB 26.67 0.3566 0.0 4.167 1,486 Vel = 14.26 WB 0.0 0.874 V 3.0 3.500 10.734 to 150.0 0 3.000 0.0 200 26.67 0.3569 0.0 6.500 2.320 Vel = 14.26 200 0.0 0.874 v 3.0 10.000 11054 to 150.0 0.0 1000 4331 100 26,67 0.3568 0.0 13.000 4.638 Vel = 14.26 100 0.0 1.101 2U 10.0 28,250 22.023 to 150,0 0.0 10.000 0.0 TW 26.67 0.1159 0.0 38.250 4,433 Vel = 8.99 TW 0.0 1.394 Z 4.762 9,333 26.456 to 150.0 S 11.11 15.871 4.042 BW 26.67 0M67 0 25.204 0.926 Vel = 5.61 0.0 26.67 31.424 K Factor = 4,76 BLDG UG BW 26.67 1.598 2U 14.0 36.000 31.424 to 150.0 0,0 14,000 1,732 UG5 26.67 0.0189 0.0 50.000 0.944 Vel = 4.27 U G 5 0.0 1.598 0.0 61.000 34.100 to 150.0 0.0 0.0 0.0 UG4 26.67 0.0189 0.0 61.000 1.153 Vel = 427 UG4 0.0 1.598 0 89.000 35.253 to 15&0 0.0 0 0.0 UG3 26.67 0.0189 0.0 89.000 1.681 Vel = 4.27 UG3 0.0 1.598 v 0 15,000 36.934 to 150.0 0.0 8.000 0.0 BF1 26.67 0,0189 0.0 23.000 0.434 Vel = 4.27 BF1 0.0 2.067 T 10.0 20,000 37,368 to 120.0 L 3.0 13,000 7.439 Fixed Loss = 7.439 BF2 26.67 0,0082 Zilk 0.0 33.000 0,269 Vel = 2,55 Computer Programs by Hydratec Inc, Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Thornebrook Willow Unit W-1 Page 6 Date 10/11/17 Hyd. Qa Dia Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BF2 0.0 1.913 G 1,036 34.000 45,076 to 150.0 T 10.364 11,400 0.0 C218 26.67 0.0079 0,0 45,400 0,357 Vel = 2.98 0.0 26.67 45,433 K Factor= 196 SITE UG C218 1675 7.98 G 6.041 423.000 45A33 Qa = 5.00 to 150.0 3F 40.774 46.814 0,0 C248 16.75 0.0 0.0 469,814 0.001 Vel= 0.11 C248 0.0 7.98 G 6,041 33.000 45.434 to 150.0 0,0 6.040 0.0 UG2 16.75 0.0 0.0 39.040 0.0 VeI= 0.11 UG2 4,03 7.98 G 6,041 431.000 45.434 to 150.0 T 52,855 58.895 0.0 ST1 2078 0.0 0,0 489.895 0.003 Vel= 0.13 0.0 20,78 45.437 K Factor = 3.08 C218 14.92 7.98 3F 40.774 483,000 45.433 to 150.0 G 6.041 99.669 0.0 UG1 14.92 0.0 T 52,855 582.669 0.001 VeI= 0.10 0.0 14,92 45,434 K Factor = 2.21 UG1 4.02 7.98 0.0 254.000 45,434 to 150.0 0.0 0.0 0.0 C203 4.02 0.0 0.0 254.000 0.0 Vel = 0,03 C203 0,0 7.98 0.0 24.000 45.434 to 150.0 0.0 0,0 0.0 C202 4.02 0,0 0.0 24.000 0.0 Vel = 0.03 C202 0.0 7.98 G 6.041 205.000 45.434 to 150.0 T 52.855 58-895 0.0 UG2 4.02 0.0 0,0 263.895 0.0 Vel = 0.03 0.0 4.02 45.434 K Factor = 0.60 UG1 10.89 7.98 0.0 252,000 45.434 to 1 % 0 0,0 0,0 0.0 C190 10,89 0.0 0,0 252.000 0,001 Vel = 0.07 C190 0.0 7.98 G 6,041 202,000 45A35 to 15&0 0.0 6.040 0.0 C132 10.89 0,0 0.0 208,040 0.0 Vel = 0.07 C132 0.0 7.98 3F 40.774 502.000 45.435 to 150,0 0.0 40.774 0.0 C125 10.89 0.0 0.0 542,774 0.001 Vel = 0.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H, USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thornebrook Willow Unit W-1 Date 10/11/17 Hyd, Qa Dia. Fitting Pipe Pt Pt Ref. C', or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn C125 0,0 7.98 3F 40,774 430,000 45,436 to 150.0 0.0 40,774 0.0 C64 10.89 0 0.0 470.774 0.0 Vel = 0.07 C64 0.0 7,98 G 6,041 171,000 45A36 to 150,0 T 52,855 58.895 0 ST1 10.89 0.0 0.0 229.895 0,001 Vel = 0.07 0.0 10.89 45.437 K Factor = 1.62 ST1 31.67 7.98 G 6.041 128,000 45A37 to 150.0 T 52.855 58.895 0.0 ST2 31.67 0.0 0.0 186.895 0M2 Vel = 0.20 ST2 0,0 9.79 G 6.747 360.000 45.439 to 150.0 T 67,474 74.221 0.0 TEE 31.67 0.0 0.0 434,221 0.001 Vel = 0,13 TEE 0,0 634 G 4,952 15.000 45A40 to 140,0 L 14,855 19.807 2166 HYD 31.67 0.0001 0,0 34.807 0,002 Vel = 0.32 0,0 31,67 43,276 K Factor = 4.81 Computer Programs by Hydratec Inc. Route 111 Windham N,H, USA 03087 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222Capitol Court Ocoee, FL347S1 407- 656-3030 Job Name ThornebnookWillow Unit VV-2 Sheet Number FPVV1 Location White Cedar Road Design Area VV-2 Contract 858°° Data File Tho/nebnook VV-2.VVXF Computer Programs byHygratecInc. Ruvte111 Windham NnUSA 03087 Wayne Automatic Thornebrook Willow Unit W-2 HYDRAULIC CALCULATIONS for Project name: Tho,nebnookTownhomeaWillow Unit Location: White Cedar Road Qnymingon: FPVV.1 Doh*: 10/11/17 Design Remote area number. W-2 Remote area location: 2ndF|oor Occupancy classification: NFPA13D Density: 005'Gpm/SqF1 Area oyapplication: 1uprk-SqFt Coverage per sprinkler. 400'SqFt Type ofsprinklers calculated: Reliable R351848KResidential Pnndenta No. ofsprinklers calculated: 1 In -rack demand: N/ A-GPKA Hose streams: NA\ - GPM Total water required (including hose sbnams): 250-GPN1 @ 606-Poi Type ofsystem: Wet System Volume mydry orpreactionsystem: NA\- Qa| Water supply information Date: 10/ 11/17 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc, Page 1 Date 10/11/ 17 Name ofcontractor: Wayne Automatic Fire Sprinklers, Inc. Address: 222Capitol Court, Ocoee. FL34781 Phone number: 407-877'5578 Name ofdes/gner K4|CKEYFERGUSON Authority having jurisdiction: CITY OFSANFORD Notes: ( include peaking information for griddadsystems hare.) 5gpmADDED FOR DOMESTIC DEMAND PER NFPA13O TYPICAL CALCULATION DONE FROM MOST REMOTE/DEMANDING BUILDING DNPROPERTY, Computer Programs by Hydratec Inc, Route 111 Windham N,H. USA 03087 Water Supply Curve C Wayne Automatic Thornebrook Willow Unit W-2 Page 2 Date 10/11/17 City Water Sup"PlIDemand. C1 Static essure, : 65 D1 - Elevation 7.623 C2 - Residual Pressure: 55 D2 - System Flow 25,024 C2 - Residual Flow 1000 D2 - System Pressure 50,615 Hose ( Demand ) D3 - System Demand Safety Margin 14,374 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R C)O D2 E 50 40 30 20 10 100 200 300 400 500 600 700 800 900 FLOW( IN 1 1,85 Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 C2 Fittings Used Summary Wayne Automatic Page 3 Thornebrook Willow Unit W-2 Date 10/11/17 Fitting Legend Abbrev. Name 1/1 3 1 1 14 11/1 2 2'1, 3 3',z 4 5 6 8 10 12 14 16 18 20 24 F 45' Elbow I 1 1 1 2 2 3 3 3 4 5 i 9 11 13 17 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 C, 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S Generic Swing Check Viv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90 Flow Thro Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 11 81 91 101 121 J CPVC 90'Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 21' 35 40 45 50 61 Zik Wilkins 950XL Fitting generates a Fixed toss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Nate: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths Values supplied by manufacturers based on specific pipe diameters and OFactors and they require no adjustment. All Values for fittings not marked with a * will be adjusted in the calculation for GFactors of other than 120 and diameters other than Sched 40 per NFPA, Computer Programs by Hydratec Inc Route 111 Windham N H USA 03087 Wayne Automatic Page 4 ThunnebrookWillow Unit VV-2 Date 10/11/17 wovv s|e,atmo x'pam Pt p^ Flow oe^x/w Area Press No, _-__- - Act=u__'-- Actual @e9 wm 19n 4.9 mr na zovc oou 400 163 wm 20,333 zwza na wm zoaon zson na zon 20,333 26.46 e 100 10,333 oxoz nw 10,333 sAn aw / o 40,7/ na uao ou mo a ucw - 3o man a usx an 4a7 a eF1 xn 44n3 a npz - oo oznr oa o218 an 52r8 na so oz* o 'ao oz rn na uoz ' oo 5278 nu ua/ ' ao 5278 vu czno ' oo nuro no ozox ' no nzrn na o190 - xo ozru om o132 ' no o.ro o c125 ' an oz,m a c64 ' ov nzm o uT1 ' oo ouro oo arz ' uo ozrn vu rse ' zo ozra o* nvo oo 50.62 The maximum velocity is 1071 and it occurs in the pipe between nodesVV3 and WA Computer Programs by Hydratec Inc Route 111 Windham N,H USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Willow Unit W-2 Date 10/11/17 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "Cor Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn W3 20.02 0.874 3U 12.0 22.333 16.700 K Factor = 4.90 to 150.0 v 10 15.000 0.317 WA 20.02 0,2099 0.0 37.333 7,837 Vel = 10.71 0. 0 20. 02 24,220 K Factor= 4.07 WA 20.02 0,874 0.0 4,167 24,220 to 150.0 0.0 0,0 0.0 WB 20,02 0.2100 0 4167 0.875 Vel = 10.71 WB 0 0,874 v 10 3.500 25,095 to 150.0 0.0 3,000 0.0 200 20.02 0,2098 0,0 6,500 1.364 Vel = 10.71 200 0.0 0,874 v 3.0 10.000 26.459 to 150.0 0.0 3,000 4.331 100 20.02 0,2100 0.0 13,000 2.730 Vel = 10.71 100 0.0 1.101 2 U 10.0 28,250 33,520 to 150.0 0.0 10.000 0,0 TW 20.02 0.0682 0.0 38.250 2.608 Vel = 6.75 TW 0,0 1,394 Z 4.762 9,333 36.128 to 150.0 S 11.11 15.871 4.042 BW 20.02 0,0216 0.0 25.204 0.545 Vel = 4.21 0. 0 2& 02 40,715 K Factor = 3,14 BLDG UG BW 20.02 1,598 2U 14,0 36,000 40,715 to 150.0 0.0 14.000 1,732 UG5 20.02 0.0111 0 50,000 0,556 Vel = 120 UG5 0.0 1.598 0.0 61.000 43,003 to 150,0 0.0 0.0 0.0 UG4 20.02 0.0111 0.0 61.000 0.678 Vel = 3,20 UG4 0.0 1.598 0.0 89.000 43.681 to 15&0 0.0 0.0 0.0 UG3 20.02 0,0111 0.0 89,000 0.989 Vel = 3,20 UG3 0,0 1,598 v 8,0 15,000 44,670 to 150.0 0.0 8.000 0.0 BF1 20,02 0.0111 0.0 23-000 0.255 Vel = 3.20 BF1 0.0 2,067 T 10.0 20,000 44.925 to 120.0 L 10 13,000 7.482 Fixed Loss = 7,482 BF2 20.02 0,0048 Zik 0.0 33,000 0.158 Vel = 1.91 BF2 0.0 1,913 G 1,036 34,000 52.565 to 150.0 T 10.364 11.400 0.0 C218 20,02 0M46 0,0 45.400 0.210 Vel = 2.23 0. 0 20. 02 52.775 K Factor = 2.76 SITE UG Computer Programs by Hydratec Inc Route 111 Windham N H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Thornebrook Willow Unit W-2 Page G Date 10/11/17 Hyd. Qa Dia Fitting Pipe Ft Ft Re[ C'' or Ftng's Pe Pv Notes Point Ut P8Ft Eqv. Ln. Total Pf Pn C218 13.24 7,98 G 041 421800 52.775 Oa= 5.00 to 150.0 3F 40774 46.814 0,0 C248 13.24 8 O 0.0 468.814 O001 _ Va|= 008 C248 00 7,98 G 6.041 33.000 5Z778 to 150.0 0.0 6.040 O UG2 13.24 0.0 00 30.040 00 Ve| = OM UG2 3.18 7 98 8 8041 431U00 52.776 to 150.0 T 52.855 58.895 UO ST1 16.42 0.0 0.0 489.895 0002 Ve| = 0.11 0.0 18.42 52778 KFaotor= 226 C218 1179 7.98 3F 40.774 483008 52775 to 1500 G 6.041 99.669 0.0 U81 11,70 0.0 T 52.855 582.669 0D01 V*|= 0,08 0.0 1170 52.776 KFactor = 1 62 UQ1 318 7 08 0.0 254.000 52776 to 150.0 OO 0.0 0,0 C203 3.18 0.0 0.0 254.000 0.0 Ve| = OM C203 0.0 7.98 0.0 24.000 52.776 to 150.0 0.0 0.8 00 C202 318 0.0 00 24.000 _ 0.0 Ve| = 0,02 C282 0.8 7.98 G 6.041 205,000 52,776 to 150.0 T 52855 58,895 00 UG2 3.18 0,0 0.0 263.885 00 Ve| = 002 _ 0. 0 3. 18 52J76 KFactor = 044 UG1 861 7.98 0.0 252.000 52.776 to 15& 0 00 0.0 U C190 8. 61 00 00 252.000 0 0 Vel 0.06 C190 0. 0 7,98 8 6.041 202.000 5Z776 to 1500 00 G040 0.0 C132 O61 00 U 20&048 0M1 Ve|= 06 C132 0. 0 798 3F 40774 502.000 52777 to 158. 0 O0 4O774 0.0 C125 8. 61 00 0.0 542 774 0.0 Ve| = 0,06 C125 0 0 798 3F 40774 430M8 52777 to 1500 08 40774 UO C64 61 00 0U 470774 0001 Ve|= O OG C64 0. 0 7.88 G 041 171000 52.778 to 15& 0 T 5M55 58895 00 ST1 8. 61 0.0 0.0 228895 0.0 Ve| = 0.06 Computer Programs by Hydratec Inc, Route 111 Windham N,H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 7 Thomebrook Willow Unit W-2 Date 10/11/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref, "Cor Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0, 0 8. 61 52.778 K Factor = 1.19 ST1 25,02 7.98 G 6.041 128.000 52.778 to 150.0 T 52.855 58.895 0.0 ST2 25.02 0.0 0.0 186.895 0.001 Vel = 0.16 ST2 0.0 9.79 G 6.747 360.000 52.779 to 150.0 T 67.474 74.221 0.0 TEE 25.02 0.0 0.0 434.221 0.001 Vel= 0.11 TEE 0.0 6.34 G 4.952 15.000 52.780 to 140.0 L 14.855 19.807 2.166 HYD 25.02 0.0 0.0 34.807 0.001 Vel = 0.25 0 25. 02 50.615 K Factor = 3.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Bulletin 135 Rev, M JAW a, Model F1 Res Sprinklers engineered for the lowest f lows to meet the minimum design density of .05 gpm4t2 1 F1Res 3OPendent 2. F1Res 30Recessed Pendunt/F2 3. F1Res 30Recessed Pendent/FP 4, F1Res 4QPendent 5. F1Res 4QRecessed Pandent/F1 F1 Res 48Recessed Pendent/FP 7. F1Res 58Pendent 8. F1Res 58Recessed Pendent/F1 0 F1Res 58Recessed Pendent/ FP 10, F1Res 70Pendent 11, F1Res 7GRecessed PendenKF1 12, F1Res 78Recessed Pendent/FP 13, F1Res 3OCCPPendent 14 F1Res 40CCPPendent 15. F1Res 58CCPPendent 1& F1Res 7GCCPPendent 17F1Res 44HSVV 18 F1 Res 44Recessed HSW/F2 19, F1Res 58HSVV 20 F1Res 58HSVVX 21 KReo58HSVVX 22 F1Res 5OHSVVRecessed HSVV/F2 28. F1Res 44SVVC Listings &6Approvals 1 Listed byUnderwriters Laboratories Inc. and ULCertified for Canada (uULuo) F1 Rao3l 49. 58& 78 F1 Ros3l 49. 58&73 Recessed Pendent / F1 Recessed Pendent / FP F1 Reo3I 40, 58& 76 CCP Pendent Sprinklers for .10 Density: Refer to Bulletin 176 ULListing Category Residential Automatic Sprinkler UL Guide Number VKKVV Patents Edl F1 Res 58 HSWX F1Res 44&58 F1Res 44SVVC Recessed HSW/F2 Horizontal Sidevwa|sprinklers (Figo.5.G&7)are equally attrac- tive when above ceiling piping cannot beused. The 3mmglass- bulb pendmntsprinklers permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design, The low flow F1Res sprinklers are specially engineered for fast thermal response kzmeet the sensitive fire protection applica- tion needs ofthe latest residential market standardo(UL 1628 Standard), Upon fire conditions, rising heat causes asprinkler' s heat -sensitive element, glass bulb urlink Vzactuate, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water Vzcontrol afire, Technical Data: Thermal Senoor Soldered Bemant(Lmk)u/ Nominal 3mmg|aus'bu|b Sprinkler Frame : Brass Casting USPatent No. G.516`8S3applies |othe Model F1 Ruo49 ° Sprinklers' Pressure Rating 175pai 58Pendent Sprinklers Factory Hydrostatically Tested iu5OOpsi US Patent No. 7.353. 882applies toModel F1 Rem44 &58 ° Thread Size: 6^ NPT(RI/2) HSVVSprinklers 9 K'Faotor 3.0 [1Ros30Pm dou SprinklerSprinklerUSPatent No. 7.784.555applies toK4ode|F1Res 44SVVC 48(7U6)(Ac mV F1Res 49Pendent Spvnk|or Sprinklers 50(835)( Actua}-F1Res 58Pendent &H3VVSprinkler Product Description /G(lOS)(Aomo|) F1Res 76Pendent Sprinkler Model F1Res Pendent sprinklers (Fign. 1. 2.3.&4)are fast 44(53)(Acma|) FlRes, 44MSWSprinkler response sprinklers combining excellent durability, high aanmtiv+ ~ Density: Minimum U,O5gpm/h: ityglass-bulb and low profile decorative design, The F1 Res Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, EIrrisford, New York 10523 M T so Application Model F1 Res Sprinklers are used for Residential Fire Pro- tection according to UL 1626 Standard'. For ceiling types: Smooth Flat Horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R, or 13 2013 editions. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The Na- tional Fire Protection Association or the approving authority having jurisdiction. Installation Models F1 Res sprinklers are to be installed as shown. Model F1, F2 and FP Escutcheons, illustrated herewith, are Escutcheon*, F1 or F2, Data: the only recessed escutcheons to be used with Model F1 Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model F1 Res Pen- dent sprinklers use only the Model D sprinkler Wrench, for installing Models F1 Res Recessed Pendent, CCP & SWC sprinklers use only the Model GFR2 sprinkler wrench, for in- stalling Model F1 Res Recessed HSW sprinklers use only the Model GFR2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install F1 Res 44 with a ceiling to deflector distance of 4" - 12 Row arrow on deflector must point away from near wall and "Top" rnark- ing must face ceiling. Adjustment "A" Face of fitting to ceilingType Inch (mm) Inch (mm) Inch (mm) Deflector Distance below bottom of beam 1nch inm_ F1 %a (19.0) Min. Recessed = (41.3) '/s (9 5) Vb (44A) Max Recessed = lb (22,2), 1 / (28_6) -- -- --14) — F2 /z (12.7) Min Recessed = 1 /, (41.3) l (9.5) 1'/R (44.4) MaxReesed=1/28621/4 (31 7} Note. Escutcheons F1 or F2 may be used with Model F1 Res 49, 58 & 76 Recessed Pendent Sprinkler Model F1 Res 30 Recessed Pendent / F2 Model F1 Res 30, 49, 58 & 76 Pendent • Model F1 Res 49, 58 & 76 Recessed Pendent / F1 F1 escutcheon, 3/4" (19mm) adjustment 2 1/ 4" HOLE DIA. 57.2mm] — t 159 014. 4.2mmJ r + 1 I t/2" REDUCER i- TURN COLLARUNALTIGHTAGAINST SPRINKLER - r I fACE OF 011ING rO DIMENSION; WRENCH 60S5. I j CEILING J/6-- 1 t/B' (FI EscurcHEON) 7/8^_- 7/8" (f-2 ESGUIC'HEON) ADJUSIMKEENNT r' t/B 1 A J.2mmJ i ' 2 27/ J2? 00, 72 2m, n1 Fig, 1 Fig, 2 Technical Data: F1 Res 30 Pendent and Recessed Pendent (SIN R3511) Max Ordinary Temp Rating Intermediate Temp Rating Minimum Max. coverage area Spacing 155° F/ @T) _ 175°FY79°C Top of Deflector to Ceiling Spacing Ft x Ft (m x m) Ft (m) Blow Pressure Flow RressureI inch (mm) Ft (m} GRM_(Umtn PSI mar} Gt?M Umin fi r hC T) 12 x 12 (3,6 x 3,6) 12(3,6) 8 (30,3) 7.0 (0,48) 8(30,3) 7.0 (0,48) Smooth Ceilings 11A to 4 (31-7 to 102) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4,3) 10 (37,8) 11 (0,76) 10 (37,8) 11 (0,76) Beamed Ceilings per NFPA 13D, 13R 8(2,4) or 13 installed in beams Y/, to 1/n 16 x. 16 (4,9 x 4,9) 16(4,9) 13 (49) 18.8 (1,3) 13 (49} 18 8 (1,3) 31_7 to 44.4)u inq F2 escutcheon For Ceding types refer to NFPA 13, 13R or 13D 2. Technical Data: F1 Res 49 Pendent and Recessed Pendent (SIN R3516) Ordinary Temp. Rating Intennediate, Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing (155°F/58°Cj _ 175°F/79'C) _ -. _ to Ceiling SpacingFtxFt (m x m) Ft (m) Flow Pressure Flow Pressure Inch (mm) Ft (m) GPM, Lhnin _F?S_I (bar}_- G__(L m" n _PSG __. ---- _-- 12 x 12 (3,6 x 3,6) 12(3,6) 15 (57) 9.4 (0.65) 15 (57) 9.4 (0,65) Smooth Ceilings 4 to 8 (100 to i___ 203) using F2 escutcheon. 14 x '14 (4,3 x 4,3) 14(4,3) 16 (60,5) 10.6 (0,73) 16 (60,5) 10.6 (0,73) 4 to 8 (100 to 203) using F1 escutcheon. 16 x 16 (4,9 x 4,9) 16(4,9) 17 (64,3) 12.0 (0,83) 17 (64,3) 12.0 (0,83) Beamed Ceilings per NFPA 13p, 8(2,4) 13R or 13 installed in beams 18 x 18 (5,5 x 5,5) 18(5,5) 19 (72) 15.0 (1,0) 19 (72) 15.0 0,0) 41A to 8 (108 to 203) using F2 escutcheon, 4 to 8 (100 to 203) 20 x 20 (6,1 x 6,1) 20(6,1) 22 (83,2) 20.2 (1,4) 22 (83,2) 20.2 (1,4) using F1 escutcheon Technical Data: F1 Res 58 Pendent and Recessed Pendent (SIN R3513) Max. Sprinkler Max. Sprinkler Thread NaminalOrifice Actual Pressure Temp. Rating Ambient Temp- Length Size Inch (mm) ___ _ _ _ __.._ __. K Factor C _._ _ inch (mm) a" NPT 155 68 100 38 R' / ( 13) 175 (12) 175 79 150 66 5.8 (83.5) 2.25 (57) Ordinary Temp. Rating intermediate Temp Rating Top of Deflector Minimum Max, Coverage area Max. Spacing (155°Ft&8°C _ _-175°FR9°c) - to Ceiling SpacingFtxFt (m x m) Ft (m) Flow Pressure Flow Pressure Inch (mm) Ft (m) GPM(tJmin -_._Pal bard_ GPM(thnin)----PSIA_11 _ .___-__--- ___ 12 x 12 (3,6 x 3- 12(3,6)__ __ _..___ ..... _ .___----_----- ._ _--___-_ 102) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4.3) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) 1 to 4 (25.4 to 102) using F1 escutcheon. 16 x 16 (4,9 x 4,9) 16(4,9) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) Beamed Ceilings per NFPA 13Q, 8(2.4) 13R or 13 installed in beams 18 x 18 (5,5 x 5,5) 18(5,5) 19 (72) 10.8 (0,75) 19 (72) 10,8 (0,75) 11A to 1a/q (31.7 to 44.4) using F2 escutcheon, 1 to lYi (25Ato 20 x 20 (6,1 x 6,1) 20(6,1) 22 (83,3) 14.4 (1,0) 22 (833) 14,4 { 1,0) 44.4) using F1 escutcheon For Ceiling types refer to NFPA 13, 13R or 13D N Technical Data: F1 Res 76 Pendent and Recessed Pendent (SIN R7618) Thread Nominal Orifice Max. Sprinkler Max. K Sprinkler Size Inch (mm) Pressure Temp. Rating Ambient Temp. Q -- t "-- Length Factor psi(bar]l T-- 1- " - 1-1 Inch (mm) NPT '/,, Z' (13,5) 175(12) 165 68 too 38 6(109) 225(57) R_ 79 150 66 Ordinary Temp. Rating Intermediate Temp. Rating Minimum Max. Coverage area Max. Spacing 00 p of Deflector to Ceiling SpacingFtxFt (m x m) Ft(m) Flow Pressure Flow GPM Pressure Inch (mm) Ft (m) PRMA 41) PSI"(PaIrl ---- 071mig) P$404ar) 12 x 12 (3,6 x 3,6) 12(3,6) 21(79,5) 7,6(0,53) 21(79,5) T6 (0,53) Smooth Ceilings 4'/4to 8 (108 to 203) using F2 escutcheon 14 x 14 (4,3 x 4,3) 14(4,3) 21(79,5) 7,6(0,53) 21(79,5) 7,6(0,53) 4 to 8 (100 to 203) using F1 1--------11 ----- ------ escutcheon. 16 x 16 (4,9 x 4,9) 16 (4 9) 21(79,5) 76(0,53) 21(79,5) 7,60,53) Beamed Ceilings per NFPA 8(2,4) 13D, 13R or 13 installed in 18 x 18 (5,5 x 5,5) 18(5,5) 21(79,5) 7,6(0,53) 21(79,5) 76(0,53) beams 41A to 8 (108 to 203) us ing F2 escutcheon, 4 to (100 20 x 20 (6,1 x 6,1) 20(6,1) 23(87,1) 9,2(10,63) 23 (87,1) 92(0,63) to 203) using F1 escutcheon For Ceiling types refer to NFPA 13, 13R or 13D Model F1 Res 30,49,58 76 CCP Pendent* Model F1 Res 30, 49, 58 & 76 Recessed Pendent / FP Not listed for corrosion resistance. 2 5/8 - [66,7-m] DIA. 2 5/16- DIA. FIOIE IN CEILING CLIP 1/2 REOUCER CUP CEILING t MAX FACE Of FITTING O FACE OF FILINGCF 01MEN"ON CODER A0JUSTAONT HEIGHT J G04t J 5116 OIA. 18,V I- n] I F1 RE-5 3-0-49, 5847,15 CCP -PEND, 1-11111- ---- -I-,,- Fig, 3 Note: The F1 Res 76 will use a 1 " x N " reducer. FP push -on/thread-ott escutcheon 2 518" DIA. 1667mm] Cf ILING 1 112 "'[38. Imml MAX. FACE Of FITTING TO FACE OF CEILING DIMENSION FP A0,1EF57MEN F1 RES 49 PENDENT/FP Fig, 4 CCP Cover Plate Data: FP Escutcheon Data: A" Cover Adjustment B" CCP Height C" Deflector Distance below bottom FP Position " A" Deflector Distance below bottom In(mm) Inch (mm) of beam Inch (mm) of beam Inch (mm) inch (mm) 12 1) 24) 1/1'(13) 1(254) Max. Recessed Vl (11) V,, (12,7) 1791 -- ---------- A. 1-91- 13) 1 (25 A) 111111111 - - -------- Min, Recessed ',b (24) 1 (25A) Note: Sprinklers shown in Fig, 3 and Fig, 4 are not suitable for installation in ceilings which have positive pressure in the space above, 4. Technical Data: F1 Res 30 CCP Pendent and Recessed Pendent/FP (SIN R3511) Nominal Max. CCP Assembly Max. Sprinkler Thread Orifice Pressure -Temp.Rating__ Ambient Tern K Length Size Inch min . si _ bar °F °C °F °C Factor Inch (mm) 112" NPT " ( 8.2) 175 (12) 135 57 100 38 3.0 (43.2) 2.25 (57) Ordinary Temp. Rating Minimum Max. Coverage area Max. Spacing _ ,- -80 - Top of Deflector to Ceiling Ft x Ft (m x m) Ft (m) Flow Pressure Inch (mm) Spacing GPMMMMjUmin _PSI (bar Ft (m) Smooth Ceilings'/z to 1 (13 to 25.4) using CCP. 12 x 12 (3,6 x 3,6) 12(3,6) 8(30,3) TO (0,48) Yz to 1 (13 to 25.4) using FP escutcheon. Beamed Ceilings per NFPA 13D, 13R or 13 installed in 8(2,4) 14 x 14 (4,3 x 4,3) 14(4,3) 11 (37,8) 13.4 (0,92) beams''/z to 1 (13 to 25.4) using CCP. to 1 (13 to 25.4) using FP escutcheon. For Ceiling types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 49 CCP Pendent and Recessed Pendent/FP (SIN 3516) CCP Nominal Max. Assembly Max. Sprinkler Thread Orifice Ambient K Size Inch Pressure Temp. Temp. Factor Length mm) psi (bar) Rating_ a ° Inch (mm) F C F C 112" NPT '/ iC (11) 175 (12) 135 57 100 38 4.9 (70.6) 2,25(57) R /1- --- - - ------ - - - -- -- - ---- -- Ordinary Temp Rating MinimumMax. Coverage Max. Spacing _15§°F(6$°C) Tap of Deflector to Ceiling area Ft (m) Flow Pressure Inch (mm) Spacing F#xFt(mxm} Ft (m) GPM (Umin) PSI bar - 12 x 12 (3,6 x 3,6) 12(3,6) 13 (49) 7.0 (0,48) Smooth Ceilings Y, to 1 (13 to 25.4) using 14 x 14 (4,3 x 4,3) 14(4,3) 13 (49) 7.0 (0,48) CCP, to 1 (13 to 25.4) using FP escutcheon. 16 x 16 (4,9 x 4,9) 16(4,9) 14 (53) 8.2 (0,56) Beamed Ceilings per NFPA 13D, 13R or 13 8(2.4) installed in beams'/, to 1 (13 to 25A) using 18 x 18 (5,5 x 5,5) 18(5,5) 18 (68,1) 13.5 (0,93) CCP. 112 to 1 (13 to 25A) using FP escutcheon. 20 x 20 (6,1 x 6, 1) 20(6,1) 20(75,7) 16.7(1,14) For Ceiling types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 58 CCP Pendent and Recessed Pendent/FP (SIN R3513) Thread Nominal Max. CCP Assembly Max. K Sprinkler Orifice Pressure Temp Rating Ambient Temp Length Size Inch mm i bar OF °C °F °C actor inch min h" NPT y2.. (13) 175 (12) 135 57 100 38 5.8 (83.5) 2.25 (57) RY> Max. Coverage ° Max. Spacing Ordinary Temp. Rating 155 Fl68 C Top of Deflector to Ceiling Minimum areaFtxFt (m x m) Ft (m) Flow Pressure inch (mm) SFt (m)g GPM (Umin) PSI (bard 12 x 12 (3,6 x 3,6) 12(3,6) 16 (61) 7.6 (0,53) 14 x 14 (4,3 x 4,3) 14(4,3) 16 (61) 7.6 (0,53) Smooth Ceilings Y2 to 1 (13 to 25.4) using CCP. V., to 1 (13 to 25.4) using FP escutcheon. 16 x 16 (4,9 x 4,9) 16(4,9) 16 (61) 7.6 (0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams'fa to 8 (2A) 1 (13 to 25.4) using CCP. 18 x '18 (5,5 x 5,5) 18(5,5) 19 (72) 10.8 (0,75) to 1 (13 to 25A) using FP escutcheon. 20 x 20 (6,1 x 6,1) 20(6,1) 22 (83,3) 14A (1,0) For Ceiling types refer to NFPA 13, 13R or 13D 5. Technical Data: F1 Res 76 CCR Pendent and Recessed Pendent/FP (SIN R7618) Thread Nominal Max. CCP Assembly Max, K Sprinkler Size Orifice Pressure Temp. Rating Ambient Temp. Factor Length Inch ( mm)_ - -_Psi Lbar o f F ° _ Inch (mm) 1.," NPT ,,, (13 5) Wb) . .-. 175 ( 12) 135 57 100 38 7. 6(109) 225 (57) 150 .......---- --- Max. Coverage Ordinary Temp. Rating Minimum Max. Spacing area9 a5a Fl68Q C Top of Deflector to Ceiling Spacing Ft (m) FtxFt( mxm) Flow Pressure Inch (mm) Ft( m) 11 GPM ( IJminr PS ba12x 12 (3,6 x 3,6) 12(3,6) 21 (79,5) 7,6(0,53) 14 x 14 (4,3 x 4,3) 14(4,3) 21 (79,5) 7.6 (0,53) Smooth Ceilings'4 to 1 (13 to 25.4) using CCR yz to 1 (13 to 25.4) using FP escutcheon. 16 x 16 (4,9 x 4,9) 16(4,9) 21 (79,5) T6 (0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams Yz 8(2,4) to 1 ( 13 to 25.4) using CCP. 18 x ' 18 (5,5 x 5,5) 18(5,5) 22 (83,3) 8.4 (0,58) V to 1 (13 to 25A) using FP escutcheon. 20 x 20 (6,1 x 6,1) 20(6,1) 25 (94,6) 10.8 (0,74) For Ceiling types refer to NFPA 13, 13R or 13D IVA, M1 N , " 4 " f 1JA- X Ir! OW"I F V AF r1J J t ' NG l t3 > S- 31 F1 RES 58& 44HSWfF2 Fig, 5 Technical Data: F1 Res 44 HSW & HSW/F2 (SIN R3531) Model F1 Res 44 & 58 HSW Model F1 Res 44 & 58 Recessed HSW/F2 Thread Nominal Max. Sprinkler Max, Ambient K Sprinkler Size Orifice Pressure Temp. Rating Temp. Factor Length Inch (mm) psi ( bar) aF off. of - oC Inch (mm) N P T 10) 175 (12) 155 68 100 38 4.4 (63) 2 45 (62) 175 79 150 66 1-111, 11 11 6. F2 escutcheon, 112" ( 13mm) Adjustment Escutcheon, F2, Data: Type Adjustment Face o witting Inch ( mm) Inch (mm) F2 /: (13) ( 4 7 17.4) Ordinary Temp Rating intermediate Temp. Rating - Max. Coverage area Max. Spacing (155°F/&8°C - ----- _ (175°F/79°C) Top of Deflector to Minimum Ft x Ft (m x m) Ft (m) Flow Pressure Flow Pressure Ceiling Spacing Inch (mm) Ft (m) GPM UmIA PSI (bar) GPM (Umin PSI (bar 12 x 12 (3,6 x 3,6) 12(3,6) 12 (45,4) 7.5 (0,52) 12 (45,4) 7.5 (0,52) 14 x 14 (4,3 x 4,3) 14(4,3) 14 (53,0) 10.2 (0,71) 14 (53,0) 10.2 (0,71) 16 x 16 (4,9 x 4,9) 16(4,9) 16 (60,6) 13.3 (0,92) 16 (60,6) 13.3 (0,92) 4 to 6 (100 to 152). Yz (13) recessed 16 x 18 (4,9 x 5,5) 16(4,9) 18 (68,1) 16.8 (1,16) 18 (68,1) 16.8 (1,16) using F2 escutcheon 18 x 18 (5,5 x 5,5) 18(5,5) 19 (72,0) 18.7 (1,29) 19(72,0) 18.7 (1,29) 16 x 20 (4,9 x 6,1) 16(4.9) 23 (87,1) 27.4 (1,89) 23 (87,1) 27.4 (1,89) 8(2,4) 12 x 12 (3,6 x 3,6) 12(3,6) 14 (53,0) 10.2 (0,71) 14 (53,0) 10.2 (0,71) 14 x 14 (4,3 x 4,3) 14(4,3) 16 (60,6) 13.3 (0,92) 16 (60,6) 13.3 (0,92) P _ - -------------- -------- _ 6 to 12 (152 to 305), 16 x 16 (4,9 x 4,9) 16(4,9) 17 (64,4) 15.0 (1,04) 17 (64,4) 15.0 (1,04) '/a (13) recessed using F2 escutcheon 16 x 18 (4,9 x 5,5) 16(4,9) 20 (75,7) 20.7 (1,43) 20 (75,7) 20 7 (1,43) 16 x 20 (4,9 x 6,1) 16(4,9) 23 (87,1) 27.4 (1,89) For Ceiling types refer to NFPA 13, 13R or 13D ec nica ata:- _ lF' SW R3533j- Escutcheon, F2, Data: Nominal Max, Sprinkler - -- Max. Sprinkler Adjustment Face of Fitting Thread Orifice Ambient K Length Pressure Temp. Rating g Type inch to wall Size Inch psl (bar) F ___ _ Femp.0 Factor Inch (mm) Inch (mm) q -__- Y2' NPT 155 68 100 38 F2 '12 (13) l 1 /.a h" (13) 175 (12) 5.8 (83.5) ?_.45 (62) (4.7 l 7.4) 175 79 150 66 _.__..._----- ____ _.__.._. -- _ ......_ Ordinary Temp Rating Intermediate Temp, Rating Max, Coverage area Max. Spacing 155°FM>it°C} 175°Ffi9°C) - Top of Deflector to Minimum Ft x Ft (m x m) Ft (m) Flow Pressure Flow Pressure Ceiling Spacing GPM_(UghJ__ PSI (bard GPM Umin PSI Mbar Inch (mm) Ft (m) 12 x 12 (3,6 x 3,6) 12(3,6) 16 (60,6) 7.6 (0,53) 16 (60,6) 7.6 (0,53) 14 x 14 (4,3 x 4,3) 14(4,3) 18 (68,2) 9.7 (0,69) 18 (68,2) 9.7 (0,69) 4 to 6 (100 to 152); 16 x 16 (4,9 x 4,9) 16(4,9) 21 (79,5) 13.2 (0,91) 21 (79,5) 13.2 (0,91) Yz (13) recessed using F2 escutcheon 16 x 18 (4,9 x 5,5) 16(4,9) 25 (94,7) 18.6 (1,28) 25 (94,7) 18.6 (1,28) 16 x 20 (4,9 x 6,1) 16(4,9) 29 (109,8) 25.0 (1,73) 29 (109,8) 25.0 (1,73) 8 (2,4) 12 x 12 (3,6 x 3,6) 12(3,6) 22 (83,3) 14.4 (1,0) 22 (83,3) 14.4 (1,0) 14 x 14 (4,3 x 4,3) 14(4,3) 22 (83,3) 14.4 (1,0) 22 (83,3) 14.4 (1,0) 6 to 12 (152 to 305), z (13) recessed 16 x 16 (4,9 x 4,9) 16(4,9) 26 (98,4) 20.1 (1,39) 26 (98,4) 20.1 (1,39) using F2 escutcheon 16 x 18 (4,9 x 5,5) 16(4,9) 31 (117,4) 28.6 (1,97) 31 (117,4) 28.6 (1,97) For Ceiling types refer to NFPA 13, 13R or 13D A 0 Model F1 Res 44 SWC* AWYN"R I'Q Not listed for corrosion resistance chnical Data: F1 Res 44 SWC (SIN R3531 Cover Thread Nominal Max. Temp. Size Orifice Pressure Rahn Inch (mm) psi (bar) F 0C NPT 0) 175(12) 135 57 Y WWI 66 Bm Max. Sprinkler Ambient K Length Temp. Factor Inch (mm) 0C 4--4-,--(,-63) 2-,4---510-0 T--3-8-- 62--) F1 RFS 44 SWC Fig. 6 Ordinary Temp. Rating Top of Deflector to Minimum Max. Coverage area Max. Spacing 0 80 - Ceiling Spacing Ft x Ft (m x m) Ft (m) Flow Pressure Inch (mm) Ft (m) GPM(Umi ----PSI(bar) 12 x 12 (3.6 x 3,6) 12(3,6) 13 (49,2) 8.7(0,60) 14 x 14 (4,3 x 4,3) 14(4,3) 14(53,0) 10,2 (0,7 1) 4 to 6 (100 to 152), 16 x 16 (4,9 x 4,9) 16(4,9) 17(64,3) 15 O (1, 1) 14,(13) recessed using F2 escutcheon 16 x 18 (4,9 x 5,5) 16(4,9) 19(71,8) 18,7(1,13) 16 x 20 (4.9 x 6,1) 16(4,9) 23(87,1) 27,4(1,89) 8 (2A) 12 x 12 (3,6 x 3,6) 12(3,6) 14(52,9) 10,2(0,71) 14 x 14 (4,3 x 4,3) 14(4,3) 15(56,7) 11,7 (0 81) 6 to 12 (152 to 305), V, (13) recessed 16 x 16 (4,9 x 4,9) 16(4,9) 18(68,1) 16,8(1,16) using F2 escutcheon 16 x 18 (4,9 x 5,5) 16(4,9) 20(75,6) 20.7 (1,43) For Ceiling types refer to NFPA 13, 13R or 131) H tr 304 60-,,,! uWilw1ii Technical Data: F1 Res 58 HSWX (SIN RA3533) Nominal Max. Sprinkler Max. Sprinkler Sprinkler Thread Orifice Pressure Temp. Rating Ambient K Length Identification Size Te I . Factor Inch (mm) psi (bar) oc Inch (mm) Number (SIN) NPT 155 68 100 38Bulb (13) 175(12) 6 5,8(83,5) 2.45(62) RA3533 75 79 150 66 Ordinary - Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector to Minimum Max. Coverage area Max. Spacing 8__ Defiling SpacingFtxFt (m x m) Ft (m) FI w Pressure Flow PressureGPMUminPSIbarGPMLiminPSIbar Inch (mm) Ft (m) 18 x 20 (5,5 x 6, 1) 18(5,5) 30(114) 26.8(1,85) 30(114) 26.8(1,85) 20x20(6,1 x 6, 1) 20(6,1) 30(114) 26 8 (1,85) 30(114) 26,80,85) 4 to 6 (100 to 152); 16 x 22 (4,9 x 6,7) 16(4,9) 33(125) 32,4(2,23) 33(125) 324(2,23) '/z (13) recessed using F2 escutcheon 16 x 24 (4,9 x 7,3) 16(4,9) 38(144) 42.9(2,96) 38(144) 42.9 (2,96) 14 x 26 (4,3 x 7,9) 14(4,3) 42(160) 52,4(3,75) 42(160) 52,4(3,75) 8(2,4) 18 x 20 (5,5 x 6,1) 18(5,5) 35(133) 36.4 (2,5) 35(133) 36A (2,5) 16 x 22 (4,9 x 6,7) 16(4,9) 38(144) 42.9(2,96) 38(144) 42,9(2,96) 6 to 12 (152 to 305), 112 (13) recessed 16 x 24 (4,9 x 73) 16(4,9) 42(160) 52 * 4(3,6) 42(160) 52.4(3,6) using F2 escutcheon 14 x 26 (4,3 x 7,9) 14(4,3) 46(1 62.9 (4,34) 46(174) 62,9(4,34) For Ceiling types refer to NFPA 13, 13R or 13D FACE OF FITTING TO WAI I DIMENSION I I 1/16" MIN. 2 114 " HOLE 01A. TO DEFLECTOR I - X 112 - REDUCER DIMENSION fr --- 1 15/1 6 " DIA. 49.2mm] TURN COLLAR UNTIL - ROHr ACAINST SPRINKLER WRENCH ROSS. 135fGO6 1 2 27132- DIA. Ll I-, - 112" (IJMMI ADJUSTMENT F1 -RES 58 HSWX Fig. 7 U 0 Model F1 Res 58 HSWX (Bulb) 0 Model KRes58 HSWX (Link) Technical Data: KRes58 HSWX (RA3693) Thread Nominal Max. Max. Ambient K Sprinkler Sprinkler Size Orif ice Pressure Tem Factor Length Identification OF OC Ordinary Temp. Rating Top of Deflector to MinimumMax. Coverage area Max. Spacing fl65* --- 4-C)_ _ , __ Ceiling Spacing For Ceiling types refer to NFPA 13, 13R or 13D Maintenance Mode|F1 Res 30.4Q.F1 Res 58.F1 Res 70and F1 Res 44Sprinklers should boinspected and the sprinkler sys- tem maintained in accordance with NFPA 25, 13. 13D. und13R, Donot clean sprinkler with soap and water, Am- monia o/anyo\herc| ouningUuidx,Romovedus{byusing usoft brush orgentle vacuuming, Remove any sprinkler which has been painted (other than factory applied) or damaged in any way, A stock of opum sprinklers should bemaintained iuallow quick replacement o[damagedor operated sprinklers, Prior k/installation, sprinklers should remain mthe original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation ornon'openahun. ModeUF1 Res 30,49& 58 Pendent Sprinkler Specifications Sprinklers uhuU be [oULuu Listed] [Now York City K4EA Approved (268-83'E)]low flow residential pendent sprin- klers en8ineemd to provide aminimum design density of 0O5Qpm/ h:over the listed coverage area. Listed flows as specified bythe manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed inconformance with the manufacturer's installation guide- lines and1heupp|ioab| einotaUaUonakanda/d, Deflector - to -ceiling distance listing shall be 1^ N8^ maximum, only for F1Res43. Sprinkler frame and deflector shall be of Wa- DuPont Registered Trademark ter seal assembly shall consist o/aTeflon* coated Bel- leville spring wuoha/ with top -loaded extruded or cold head cup with 3 mm glass bulb containing no p(aado purto, and having atemperature rating of [155°F(880C)] 175,F( 79"C)i Sprinklers uhuU have a nominal K4acV» r of 3.0. 4.9 and 5,8, Standard finish: [Bronze] [ Chrome - plated] [White Polyester] [Special finish - specify]. Hesi- dentral pendent sprinklers shall beReliable Model F1Res 30.49&58.SIN R35|1.R3510&R3513(Bulletin 135) Model F1 Res 49 & 58 Recessed Pemdent/171, Model F1 Res 30, 49 & 58 Recessed Pendent/ F2, Model F1 Res30, 49 & 58 Recessed Pendent/ FP Sprinklers shall be [ oULuu Listed] [New York City MEA Approved(258' 03' E)] low flow residential recessed pen- dent sprinklers engineered to provide a minimum design density of 005 gpm/ h2 over the. listed coverage area. Listed flows aaspecified bythe manufacturer's technical data sheets are tobe used, Residential sprinklers shall be installed in conformance with the manufacturer's in- stallation guidelines and the applicable installation stan- dard, OeUeo\or-Vo'cmiUngdistance listing shall be1^io8^ maximum.only for F1Rao4A.Sprinkler frame and deflec- tor shall beofbronze frame construction having a11b'' NPT thread, VVuka/ aaa| assembly oheU consist o[ aTeflon* coated Belleville spring washer with top -loaded exkudod or cold head cup with 3mm Abmo bulb containing no p|aaho pur\o, and having a tevnpu/aNna oAmg of [155°F 68°C)] [l75°F (78°C)] Sprinklers shall have a nomi- nal K-factor of 34 4.9 & 5.8, Standard finish: [Bronze] Chrome -plated] [White Polyester] [Special finish -spec- ify]. Recessed ououtnhocm assembly ahoU be a akae|, two-piece escutcheon [with H,^ adjustment (Model F2)] with "W` adjustment (Model F1)] [of push -on and thread off design with >b^adjustment (Model FP)], Standard fin- ish shall bo[bnasa][brigh\chrome] [white painVad]. Resi- dential naoaoaod pendent sprinklers shall be Reliable Model F|Res 30.48&58Recessed PendenxF1][Model F1 Rea30. 49&58 Recessed Pendent/F2] [Model F| Ron 3O. 4S&58Recessed PendonxFP]SIN R3511.R351G& R3513(BuUoUn 135). Model F1 Res 30, 49 & 58 CCP Pendent Concealed) Sprinklers shall be [oULuoLix\ad] [New York City K4EA Approved (258' 03-E)] low flow residential concealed sprinklers engineered to provide a minimum design den- sity of 0.05 gpm/ft2nvar the listed coverage area Listed flows aospecified bythe manufacturer's technical data sheets are tobeused. Residential sprinklers shall be in- stalled in conformance with the manufacturer's installa- tion guidelines and the applicable installation standard. Sprinkler frame and deflector shall beufbronze frame construction having a 112^ NPT thread. VVaVar seal as- sembly shall consist ofuTeflon* coated Belleville spring washer with top -loaded extruded orcold head cup with 3 mm glass bulb containing no plastic parto, and having a temperature rating of 155"F ( 68°C). Cover plate assem- bly shall consist ufubrass cover plate and copper alloy retainer flange. Method cdattaching the cover plate tothe sprinkler cup nhuU be push -on and thread -off design allowing a >Y^ cover plate adjustment. Cove, plate tem- perature rating ohuU be 1350F(57"C), A plastic protec- tive cap shall boprovided and factory installed inside the sprinkler cup Vzprotect the sprinkler from damage, which could occur during construction before the cover plate is mniaUod. Standard cover plate finiuh [White] [Custom Color- specify], ]. Concealed pendent sprinklers shall beReliable Model F1 Res 3V.4Q&58CCRSIN R3511. R351G&R3513(Bulletin 135), Model F1 Res 44, F1 Res 58 Horizontal Sidewall, F1 Res 58 HSWX & KRes58 HSWX Residential Sprinkler Specifications Sprinklers shall be [cULuo Listed] low flow residential horizontal uidewaU sprinklers engineered to provide u minimum design density ofO.05 gpm/ft2over the listed coverage area, Listed flows au specified bythe manu- fao\ uver'otechnical data sheets are tobeused, Residen- tial sprinklers shall boinstalled inconformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall beofbronze frame construction having uyb^NPTthread, Water seal assembly shall consist u(aTeflon' coated Be|' DuPomRegimomoTrademark evi||e spring washer with top -loaded extruded cxcold head cup with 3 mm glass bulb containing no p|anho parts, and having atemperature rahngof[155"F(08°C)] 175°F (79°C)]. The solder element (Link) version, the water seal consist ofacap with abeUviUospring washer and atemperature rating of 185°F(740C), The xecaouod assembly hzrUhe HSVVX (Bulb & Link) should be a ok* e| two pieces escutcheon with 1/2^adjustment (Model F2) standard finish should be Bright Chrome and white paint- ed. The F1 Res 58 HSVV is also available with low lead frame. F1 Res 58HSVVand HSVVXsprinklers shall have a nominal K Factor of5,8and F1 Res 44anominal Kfuo\o/ o[4.4, Standard finish: [Bronze] [Chrome -plated] [White Polyester] [ Special finish- specify]. Residential horizontal uidewu||sprinklers shall beReliable Model F1 Res 44.F1 Ron58. F1 Res 58HSVVX& Model KRev58HSVVX. SIN H3531. RA3533& RA3593(BuUehn 135). Model F1 Res 44 Recessed Horizontal SideVVall Sprinkler Use description for the Model F1 Res 44horizontal side - wall sprinkler with the following modifications: Replace horizontal sidewaU sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall ba osKae|. two-piece escutcheon with Y,^adjustment (Model F2).Standard finish shall be[bnans][ bnghtchrome] [white painted] [Special finish-- specify]. Residential n*oeaaod horizontal xidewa|sprinklers shall beReliable Model Fl Res 44/F2.SIN R3531 (Bulletin 135), Model F1 Res 76 Pendent Sprinklers ahuU be [ oUiuo Listed] low flow residential pendent sprinklers engineered to provide o minimum design density of0, O5 gpm/ft2ovar the listed coverage area. Listed Umwa as specified by the manufacturer's technical data sheets are 1obeused, Residential sprin- klers shall be installed in conformance with the manufac- turer's installation guidelines and the applicable installa- tion standard, Sprinkler frame and deflector shall be of bronze frame construction having a3/4" NPTthoead. Wa- ter seal assembly shall consist ofaTeflon* coated Bel- leville spring washer with machined or cold head cup with 3mmglass bulb containing noplastic parts, and having a temperature rating of [155°F ( 880C)] [175"F (79"C)]. Sprinklers shall have anominal K4actoro(/ O. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Spe- oidfinish -opeoify]. Residential pendent sprinklers shall be Reliable Model F1 Res 76, SIN R7618 (Bulletin 135), ModeUF1 Res 76 Recessed PendeMt/171, Model F1 Res 76 Recessed Pende0t/F2, Model F1 Res 76 Recessed Pendent/FP Sprinklers shall be [oULunLio\od] low flow residential recessed pendent sprinklers engineered to provide o minimum design density of 0D5 gpmftV over the listed coverage area, Listed flows aa specified by the manu- tao\umr'stechnical data sheets are Wbeused. Reuiden' hu| mphnk|erashaU be installed inconformance with the manufacturer's installation guidelines and the applicable installation standard, Sprinkler frame and deflector shall beu(bronze frame construction having as4^NPlthread. Water seal assembly shall consist of a Teflon* coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic purto, and hav- ing a temperature rating of [155OF (680C)] [1 75OF (790C)]. Sprinklers shall have u nominal K-factor of 7.8. Standard finish Bronze] [ Chrome -plated] [White Polyester] [Spe- cial finish— specify], Recessed escutcheon assembly shall b* asteel, two-piece escutcheon [vvidn &^adjust- ment (Model F2)] [with 3/4^ adjustment (Model F1)] [o( push -on and thread off design with '/,-^ adjustment (Mcd- u| FP)], Standard finish shall be [b:aau][bhghtohnzma] white painted], Residential recessed pendent sprinklers shall baReliable [ Model F1 Res 78Recessed Pendent/ F1](Model F1 Res 7GRecessed PendonVF2][Model F1 Res 78Recessed PendenVFP] SIN R7818( Bulletin 136) Model F1 Res 76 CCP Pendent ( Concealed) Sprinklers shall be [oULuo Listed] low flow residential concealed sprinklers engineered 10provide aminimum design density of 005 gpm/fPovor the listed coverage area. Listed flows as specified by the manufacturer's eohmcu| data sheets are 1ubeused. Residential sprin- klers uhaUboinataUed|noonfo,mannewi|h\homunuiao- turer' a msteUoUun guidelines and the applicable installa- tion standard, Sprinkler frame and deflector shall be of bronze frame construction having a`1/4'' NPTthread. Wa- ter oeoi assembly ahoU consist o/eTeMun^ coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no p| aaho par\o, and having DuPont Registered Trademark atemperature rating of155OF(68' C).Cover plate assem- blynho|| consist u[u brass cover plate and copper alloy retainer flange. Method u<attaching the cover plate iothe sprinkler cup uhuU beapush-on and thmod'oUdoxiyn allowing a H^'' cover plate adjustment. Cove' plate tem- perature rating shall be 135^F(57"C) Aplastic protec- tive cap shall beprovided and factory installed inside the sprinkler cup toprotect the sprinkler from damage, which could occur during ounoku000n before the cover plate is installed. Standard cover p|uio finish: [While] [Custom Color opani(y] ], Concealed pendent sprinklers shall be Finishesn> Standard Finishes Sprinkler F1, F2, FP Cover Plates Escutcheons Bronze Brass White Painted Chrome Plated Bright Chrome Plated Chrome White and Black White Painted Polyester"" Coated Sprinkler F1, F2, FP Escutcheons Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Chrome Dull Chrome Dull n------ Other finishes and colors are available onspecial order. Consult factory for details. r`cUL"slisted Corrosion Resistant Note: Paint w,any other coating applied over the factory finish will void all approvals and warranties. Ordering Information Specify: 1 Sprinkler Model 2, SpnnNerTypo 3, Temperature Rating 4. Sprinkler Finish 5, [acutoheonFiniah 6. Cover Plate Finish The equipment presented in this bulletin is to beinstalled maccordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed ovReliable have been protecting life and proper ty for over smyears, and are installed arid serviced bythe most highly qualified and reputable sprinkler contractors, located throughout the Onited States, Canada and foreign countries, Manufactured by Reliable Automatic Sprinkler Co, Inc. x*`yc/°u 800}13/'/588 Sales Offices muon * r*' Rel" lable' (800) 818s051 Sales Fax x°°siorin~`s,."a"ar° updated * new a°m 914)829'2042 Corporate Offices um*ap,mx/o, com Internet Address ca r,."m^.""a^ma/s nw9eeyeruzos t11C r Fire & BuildinglProducts Technical Services: Tel (800) 381-9312 / Fax: (800) 791-5500 BlazeMaster 0 CPVC Fire Sprinkler Pine & Fittings Submittal Sheet General Description Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are designed exclusively for use in wet pipe automatic fire sprinkler systems. They are made from a specially devel- oped thermoplastic compound com- posed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art additives, TFBP BlazeMaster CPVC products are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as com- pared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to metallic pip- ing. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. WARNING Tyco, Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Sizes 3/4" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, CUL, NSF, Dade County, LPCB, MEA, and the City of Los Ange- les. (Refer to IH-1900, Rev. 0, Janu- ary 2005 "Installation Instruction & Technical Handbook" for exact list- ing/approval information.) Manufacture Source UIS.A. Material Pipe: ASTM F442. SDR 115 Fittings: ASTM F438 (Sch. 40) and ASTM F439 (Sch, 80), ASTM F 1970 Color Orange a rapidresponse' HOME FIRE SPRINKLER SYSTEM BlazeMastery is a registered tradernark of Noveon /P Holding Corp. Page 1 of 6 JANUARY, 2006 TFP1915 Page 2 of 6 kdJ:&t;1kV WATER NOMINAL AVERAGE AVERAGE WEIGHT FILLED WEIGHT FT OF PIPE WEIGHT PER LIFT SIZE 0 D ID Ibs ift Ibs /ft PER LIFT Ibs 3/4" 1050" 0 874" 018 044 7875 1339 11' 1 315" 1101, 026 067 5040 1320 1-1/4" 1 660" 1 394" 042 108 2835 1191 1-1/2" 1900" 1 598" 054 141 2205 1213 2" 2 375" 2 003" 084 220 1260 1084 2-112" 2 875" 2 423" 1.26 326 1215 1531 3" 3 500" 2 952" 1.87 483 11720 1344 Installation Tyco Fire and Building Products TFBP) B(azeMaster CPVC Pipe and Fittings are to be installed in accord- ance with IH-1900, Rev. 0, January 2005 "Installation Instruction & Techni- cal Handbook". FIGURE 1 — PIPE DIMENSIONS Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e g , NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tern that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. TFP1915 Page 3 of 6 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE TIO) SCHD lb.) TEE 80000 3/4" 5/8" 40 0,11 T/O 80001 1" 11116, 40 019 80002 1 V4" 7/8" 40 026 80003 1- 112" 1-1116" 80 051 J 80004 2" 1-3/8" 80 090 80005 2-1/2" 1-9/16" 80 159 T/O T10 80006 3" 80 241 X x Y x Z x Y Z 3/4" x 3/4" x 1 3/4" 3/4" 5/81, 80132 40 014 80133 1" x 3/4" x 3/4" 91161, 9/161, 3/4" 40 014 80134 1" x 3/4" x 1" 3/4" 1111611 3/4" 40 0.17 80260 1" x 1" x 3/4" 5/81, 5/81, 13/161, 40 0 16 80135 1-1/4" x I" x 3/4" 518" 5/8" 15/16" 40 021 80136 1-1/4" x 1" x 1" 3/4" 3/4" 151161, 40 022 80137 1-1/4" x 1" x 1-1/4" 15/161, 15/161, 7/8" 40 0,26 REDUCING TEE 80261 1- 114" x 1- 1 /4" x 3/4" 518" 5/81, 7/8" 40 023 80262 1- 114" x 1- 1/4" x 1" 314- 3/4" 7/8" 40 026 z 80138 1-1/4" x 1-1/4" x 1-112" 1" 1" 1"80 0,43 T/O 80140 1- 112" x 1- 1 /4" x 3/4" 91161, 9116" ill 80 036 80141 1- 112" x 1- 1 /4" x 1" 91161, 91161, 1-1/16" 80 038 80263 1-1/2" x 1-1/2" x 3/4" 9116" 9/16" 11' 80 036 x 80264 1- 112" x 1- 112" x 1" 9/16" 9/16" 1-1/161, 80 038 80275 1-112" x 1-112" x 1-1/4" 7/8" 718" 1" 80 045 T/O ,,,-, TCO 80265 2" x 2" x 3/4" 3/4" 3/4" 1-3/8" 80 061 80266 2" x 2" x 1" 7/8" 7/8" 1-3/8" 80 066 80274 2" x 2" x 1-1/4" 1/161, 1-11161, 1-3/81, 80 074 80267 2" x 2" x 1-1/2" 1-1/8" 1-1/81, 1-3/8" 80 078 80271 2-112" x 2-112" x 1" 1-9/161, 1-9116" 1-9/16" 80 1.43 80272 2-112" x 2-1/2" x 1-1/4" 1-9116" 1-9/16" 1-9/161, 80 1,46 80273 2-1/2" x 2-1/2" x 1- 112" 1-9/16" 1-9/161, 1-9116" 80 1 48 80276 2-1/2*'x 2-1/2" x 2" 1-9116" 1-9/16" 1-9/161, 80 1 50 80270 3" x 3" x 1- 112" 1-13/16" 1- 13116" 1-13/16" 80 228 80268 3*'x 3'* x 2" 1- 13116" 1-13/16" 1-3/4" 80 225 80269 3" x 3" x 2-1/2" 1- 13116" 1- 13116" 1-13/16" 80 244 CROSS & REDUCING CROSS 80009 314" 9116" 40 0 13 T10 80010 1" 1111611 40 023 80011 1- 114" 15/161, 40 034 80012 1-112" 1-1/16" 80 067 80013 2" 80 1.00 80014 2-112" 80 191 TIO 80008 3"1- 13116" 80 289 80015 1" x I" x 3/4" x 3/4" 7/8" 40 0.28Tq/O T/O 80025 3/4" 5/8" 40 009 90' ELBOW & 80026 1" 3/4" 40 0 14 REDUCING ELBOW 80027 1-1/4" 7/8" 40 0,21 x 80028 1-112" 1-11161, 80 040 T/O 80029 2*' 1-5/16" 80 079 80030 2-1/2" 1-91161, 80 1.14 0031 3" 1-13/16" 80 1.82 I X x Y x Y T/0y 80032 1 " x 3/4" 11/16" 13116" 40 016 FIGURE 2 - FITTING DIMENSIONS (Part 1 of 4) Page 4 of 6 TFP1915 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE TIO) SCHD, lb.) 45'ELBOW 80050 3/4" 3/8" 40 008 TIO 80051 1" 3/8" 40 Oil 80052 1- 114'* 3/4" 40 020 80053 1-112" 112" 80 031 Tt0:! 80054 2" 3/4" 80 056 80055 2-112" 13/16** 80 089 80056 31, ll* 80 1.19 80075 314'* 40 007 COUPLING & 80076 11' 1/8" 40 Oil REDUCING COUPLING 80077 1-1/4" 3/161, 40 0 12 80078 1-1/2" 3/16, 80 025 80079 2" 3/16" 80 038 80080 2-112" 114" so 067 T,0 80081 3"3/16" 80 091 80220 1" x 3/4" 40 008 80200 1" x 3/4" 7/16" 40 004 80201 1-1 /4" x 3/4" 112" 40 Oil 80202 1-1/4" x 1" 5/16" 40 0 12 80203 1-112" x 314" 5/81, 80 016 80204 1-112" x 1" 112" 80 014 REDUCER BUSHING 80205 1-112" x 1-1/4" 3/8" 80 0.17 80206 2" x 3/4" 13/16" 80 027 80207 2" Y, 1" 1111611 80 026 80208 2" x 1 _I /4" 9116" 80 024 80209 2" x 1-112" 7/16" 80 019 T_/0 80215 2 112" x V 15/161, 80 042 80214 2-1/2" x 1-1/4" 13/16" 80 045 80213 2-112" x 1-112" 11/16" 80 046 80211 2-112" x 2" 5/8" 80 029 80210 3'* x 2" 3/4" 80 0 72 80212 3" x 2-112" 112" 80 047 CAP 80100 3/4" 5i16l, 40 004 80101 1" 3/8** 40 006 80102 1- 114" 7/16" 40 010 80103 1-112" 112" 1111611 80 020R-1__ 80104 2" 5/8** 80 0,31 T/O 80105 2-112" 7/8" 80 058 80106 31, V, 80 088 GROOVED TIO PIPE O.D. COUPLING ADAPTER 2-5/16" 1- 114" (1 1 660") 80160 1-1/4" x 1-1/4"Groove 40 078 80161 1-112" x 1-1/2" Groove 2-5116" 1-112'(1 900") 80 095 PIPE 80162 2** x 2" Groove 2-5/16" 2" (2 375") 80 1 42 as 80163 2-1/2" x 2-112" Groove 2-5/16" 2-112" (2 875") 80 2 28 80164 3** x 3" Groove 2-1/4" 3" (3 500") 80 300 1_110-1 80169 2-112" x 76,1 mm Groove 2-5/16" 76,1 min (3 000") 80 228 FIGURE 2 -- FITTING DIMENSIONS (Part 2 of 4) TFP1916 Page 5 of 6 FITTING PART NOMINAL TAKE-OUT WEIGHT NOMINAL SIZE SCHD . TYPE NUMBER T/O) lb.) SPRINKLER HEAD ADAPTER 80175F 3/4" x 112" NPT 7/16" 80 020 80176E V'x 1/2" NPT 7/16" 80 022 80175WL 3/4,x 1/2" NPT 7/16" 40 016 80179 1" x 3/4" NPT 13/161, 40 043 SPRINKLER HEAD ADAPTER 80175W 3/4" x 112" NPT 112" 40 019 To80176W 1" x 1/2" NPT 112" 40 0.18 SPRINKLER HEAD ADAPTER (SPIGOT) 80177L. 3/4" x 1/2" NPT 1/2" 40 016 80178 1" x 112" NPT 9/16" 40 020 T'0 80180 1" x 3/4" NPT 7/8" 40 040 FEMALE ADAPTER rZZZ27 :1 80142 3/4" x 3/4" NPT 13116" 40 041 80145 Vx 1" NPT 7/8" 40 063 L 80146 1-1/4" x 1-1/4" NPT 1-118" 40 1.03 80147 1-112" x 1-1/2" NPT 1-3/8" 80 1.42 80148 2" x 2" NPT 1-11/16" 80 266 1 TfO MALE ADAPTER F=ZZEW - 51 80157 3/4" x 3/4" NPT 1-5116" 40 033L280158Vx1" NPT 1-3/81, 40 056 X x Y x Z x Y z SPRINKLER HEAD ADAPTER TEE 80250 3/4" x 3/4" x 112" NPT 9/16" 906" V 40 022 z 80251 V* x 1" x 112" NPT 11/16" 11/16" 1-3116" 40 029 TIO 80249 1" x 1" x 1" NPT 15116" 15/161, 1-9/16" 40 073 80256 1- 1/4" x V x 112" NPT 7/16" 9/161, 1-5/16" 40 0,30 80252 1- 1 /4" x 1- 114" x 1/2" NPT 7/16" 7/16" 1-5/16" 40 031 80257 1-112" x 1- 114" x 112" NPT 112" 1111611 1-7/16" 80 043 x Y 80254 1-112" x 1-1/2" x 112" NPT 112" 1/2" 1-7116" 80 046 T/O TIO 80258 2" x 1-1/2" x 112" NPT 112" 5f8l, 1-11116" 80 056 80253 2" x 2" x I t2" NPI I t2" 112" 1-111161, 80 062 FIGURE 2 — FITTING DIMENSIONS (Part 3 of 4) Page 6 of 6 l[FP1915 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT SCHO. WEIGHT TYPE NUMBER TIO) ob.) TIO 410-, *---T/OT TIO TIO ADAPTER 90' ELBOW Tio FIGURE 2--FITTING DIMENSIONS (Part 4of4) mmmmm Warranty Products manufactured & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (xq years from date of shipment by 1FBP, No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have modi- fied or repairedi accordance with plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. MaVava|o found byTFBPmbodefective shall beeither repaired or replaced, at TFBP'a au|e option, TFBP neither eosvmea, no, authorizes any person toassume for it, any other obligation mconnection with the sale of products or parts of prod- ucts. TFBP shall not beresponsible for sprinkler system daoign*rmmorinac- curate or incomplete information sup- plied by gvya' or Buyer's repre- sentatives. In no even, ohe|| TF8P be |iab|e. in contract, tort, strict liability or undo' any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price This limited warranty sets forth the ex- clusive remedy for claims based on failure ofo/defect in products, materi- als or components, whether the claim ismade mcontract, tort, strict liability orany other legal theory, This will apply to the 0u|| ex- tent permitted bylaw. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. rYcoFIRE uBUILDING PRODUCTS, 4m North Cannon Avenue, Lansdale, r^rm,y*ama 19446 This ba'kd^0g contains @CPVC fire sprinkler system. This CPVC fire sprinkler system is a Life Safety Assembly and must be treated carefully. Please read the following before any activity which could contact this system: CPVCpiping components may bedamaged bycertain substances and construction practices. w0]NOT stack, support, hang equipment, urhang flexible *imlcable. especially communications cable, orother material oothe fire sprinkler system. ONLY system compatible materials including, but not limited to solvent cements, caulks, sealants, cutting oils and thread pastes as noted by the CPVC fire sprinkler piping system manufacturer's installation instructions should be used in contact with this system. DO NOT expose CPVC products to incompatible substances, such as Gutting oils, non -water based paints, packing oils, traditional pipe thread paste and dope, fungicides, <enniUddas, iououVddex, deho/gonb, building caulks, adhesive tape, solder flux, flexible wire/cable (with special consideration for communications cabling), and non -approved spray foam insulation materials. DO NOT expose CPVC products to edible oils, solvents, or glycol -based anti -freeze fluids. D0NOT expose CPVCproducts hopen flame, solder, and soldering flux. DO NOT drop, distort, or impact CPVC products or allow objects to be dropped on them. DO NOT handle CPVC products with gloves contaminated with oils (hydrocarbons) or other incompatible materials. Failure bzfollow this notice may cause cracks or fractures to develop in CPVC products resulting in property damage and personal injury duahn|eahsurOoodiug. The presence ofany visible cracks may require partial orfull system replacement. For additional information contact the general contractor or the fire sprinkler system installer. FOR ADO{TYONAL |NFQR&dAT{)N CONTACT "CPVC PIPE /V| TT|NG ro,'ANUFACTURE R11'" Rev 20Nov 13.2007_distribu1 A Caution This CPVCfire sprinkler product is a Life Safety Assembly8nd must be treated carefully. Please read the following before any activity which could contact this : Read and follow the CPVCmanufacturer's Installation Instructions, Training byeoauthorized representative is available and isrecommended, Proof nftraining may berequired bylocal authorities, CPVC pipingcomponents may bndamaged bxcertain substances usedinoon: trudionandbui|dinQmmininnancw. ONLY system compatible materials including, but not limited to solvent cements, caulks, sealants, cutting oils and thread pastes as noted by the manufacturer's installation instructions should be used in contact with this systern. DO NOT expose CPVC products to incompatible substances, such as cutting oils, non -water based paints, packing oils, traditional pipe thread paste and dope, hungicides, tannibcideo, inoeoi| nidev, dehargenh, building caulks, adhesive tape, oo|der flux, flexible Ore/cable (with special consideration for communications cabling), and non -approved spray foam insulation ma[oh0|n. DO NOT expose CPVC products to edible oils, solvents, or glycol -based anti -freeze fluids. When combining metallic pipe and fittings with CPVC products in a system, the cutting oil should be removed prior to assembly. DO NOT store CPVC products in containers with metal products where it may become damaged or contaminated with packing ni|m DO NOT handle CPVC products with gloves contaminated with oils (hydrocarbons) or other incompatible materials, Failure to follow the manufacturer's installation instructions and this notice may cause cracks or fractures to develop in CPVCproducts, resulting inproperty damage and personal injury duetoleahsurOooding. The presence ofany visible cracks may require partial or full system replacement. Please contact the manufacturer for additional information. FOR AMM(]NALIMFORMATUN C,,',0NTAC1-"^CPVC P|PEP|TTING MAWUFAC11" UREW` Rev zvNov \a.x00rdismu"^ Important Information with Regards to Your CPVC Fire Sprinkler System CONGRATULATIONS. your building structure contains a state of tile art life safety system. Your CPVC fire sprinkler systern will enhance the safety and security of your building when properly cared for. CPVC Fire Sprinkler Products resist attack from a wide range of chemicals that are corrosive to metallic piping. As with any piping material, there are ho,.vever, certain chemicals that can be detrimental to CPVC. Occasionally same of these chemicals may be found in some construction products, site preparations and building maintenance. There are certain things that you need to be mindful of in caring for or working around your CPVC fire sprinkler system. Keep your system clear from contact with the following products and chemicals unless product labels state materials are compatible with CPVC- NOTICE Ordinary consideration,, Cleaning Products Detergents Oils/Lubricants/Greases Rubbety, Materials I For hired contractors & do-it-vourselfers Corrosion Inhibitors Glycol -based antifreezes Solder Flux Thread Sealants Flexible Cable I/ Wiring (especially C0111111LITlications cabling) Caulks/Miastics Adhesive Vinyl / F"Iectrical Tape Non -Approved Spray Foam Insulation Non -Water Based Paint Paint Thinners Vood Finishes/Varnishes You should also avoid the following-. Property maintenance services Fungicides Mold Rernediation Chemicals Termiticides Insecticides Sitting, standing. hanging, leaning, or resting anything oil the pipe. fittings, and sprinkler heads Grounding electrical wiring to the pipe or fittings Ambient temperatures below 40'FI!4'C where \'Our tire sprinkler system is located. Unless an approved compatible antifreeze or insulation method is installed.) Hot \Nork around the pipe, i.e, blots torches, soldering, etc, Be certain that this document is reviewed and understood by anyone working on or around your CPVC life safety system. If you have any questions or need assistance on chemical compatibility with your CPVC fire sprinkler system, contact the manufacturer listed on the pipe. Proper care will help your CPVC fire sprinkler system provide protection for years to come. OR 1,10"N"Al, IN V OR, NJ'A HON CO"111 k(A N Vi 11 H I IN(, CPVC Fire Sprinkler Turnover Document Rev 2 12- 13-07 Fig. 22 - Hanger for CPVC Plastic Pipe Single % ~^ V. " p Type o US LISTED Size Range — 3/4^thm2^CPVC pipe Material —Pre-Galvanized Steel Function — Intended to perform as hanger to oupportCPVC piping used inautomatic fire sprinkler systems. The product acts aaahanger when tab ioupward and the fastener screw iaiothe horizontal position, Figure 22can be installed on the top ofa beam, but in this situation ootn as uguide to the piping which iusupported bythe beam itself. |tianot intended tosup- port CPVCpipehomundora0adhohzonta|ourfaco.auohaeaoai|ing. For -~ . this type ofinstallation, use the TDLCOO Fig 23, Double Fastener Strap for' CPVOPiping. Fig. 22.when inverted, with the hanger tab downward, can ^ function as restrainer to prevent the upward movement ofthe sprinkler | A head during activation. Approvals — Underwriters' Laboratories Listed intheUSA (UL) and Canada nUL)\osupport fire sprinkler piping. May b*installed inwood using v- ~ fasteners supplied with product, o/into minimum 2Ugauge steel using (1) 1/4^x1^tektype screw. Meets and exceeds the requirements ofNFPA13. 13Rand 13O. Pemtunae — Fig. 22 incorporates features which protect the pipe and ease installation. The flared edge design pro- tects CPVCpipe from any rough surface. |tiaeasily attached tothe building structure using the special ULListed hex head self threading screw furnished with the product, this is the minimum size fastener acceptable. hiorec- ommended that rechargeable electric drills fitted with ahex socket attachment tobeused aeinstallation tools. No impact tools (such uaahammer) are allowed. Damage has been know toresult from installations using impact type tools. No pre -drilling of e pilot hole in wood is required. Finish — Pre -Galvanized Order By — Figure number and CPVC pipe size. Dimensions °Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size B C Spacing (Ft,) Head Size Wt./I 00 1 21w" 10" 13/10 G 5//0 8 u 31/ 1" 111/8 1 -3/10 616 5/16 11 1 i/1" 3mo 13/4 13/1" 7 5n6 12 u o* 21/8 o 5/16 15 OFFICEWANUFACTURING momr ^/rmSAMPSON wx^CORONA, my28m`m o:13/m99^mx95/n/0330 N U CUSTOMER SERVICE ^*m/onum» Combination Size Range -- 3/4" thru 2" CPVC pipe Material — Carbon Steel, Pre -Galvanized Function — Designed to support a CPVC pipe away from the corner of a beam. This position allows for easy installation of drops or risers without adding additional wood blocks. Approvals -- Underwriters' Laboratories Listed in the USA UL) and Canada (cUL) for use as a combination hanger and TRUSS restrainer. HEADER P Finish — Pre -Galvanized T LJSS JOIS7 Note ---- Approved UL Listed fastener into wood is furnished yrl'' with the product. A fastener into light gauge metal may be ordered separately. Minimum acceptable #14 x 1" hardened self threading screw with 5/16" hex washer head. Order By — Fig. 22C application is composed of two nt;.` standard Fig. 22 models -- order two singles for each hanger and restrainer application required. F. l l i w OFFICE(MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • PH 951.73Z5599 • FAX 951 737.0330 CUSTOMER SERVICE • M) 786.5266 www.tolco.com K~ ~ @ K K r ^ K U~ ^K> Fig. _- - Hanger for _ _ Plastic " Double Fastener Strap Type - Side Mount Size Range —3/4^thm2^CPVC pip* Material — Pre -Galvanized Steel Function — Intended 10perform uoahanger/restrainer tosupport CPVCpiping used inautomatic fire sprinkler systems. Can bainstalled onthe top oronthe bottom ofabeam. The Fig. 24can also function aaurestrainer toprevent the upward movement cdthe sprinkler head during activation. Approvals — Underwriters' Laboratories Listed inthe USA (UL)and Canada (cUL) tosupport fire sprinkler piping. May beinstalled inwood using fasteners supplied with product, orinto minimum 2Ogauge steel using (2) 1/4^x1^tmktype screw. Meets and exceeds the requirements ofNFPA13. 13Rand 13D. Features — Fig. 24 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. Easily attaches to the building structure using the two ULListed hex head self threading screws* furnished with the product. It iurecommended that rechargeable electric drills fitted with uhex socket attachment beused uainstallation tools. Noimpact tools (such aaohom mer) avea||owed. Damage has been known toresult from installations using impact type tools. No pre -drilling of u pilot hole in wood in required. Finish — Pre -Galvanized Order By—Figun*number and pipe size Hardened hex head self threading screw iafurnished with the product and iothe minimum fastener size acceptable. o US LISTEO Dimensions * Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size Wt./i 00 ow Iw° 13N s ons e 11/2 314 111/8 Y," 5/18 x c 3'Ho 1"11"32 1*6 8 5x0 15 OFFICEWANUFACTURING mounr^/zaSAMPSON mx^CORONA, m928 / o^m 9!)3n,YA9^mx 3/0330 CUSTOMER SERVICE ^wm/86om wwwtolcoxoln LJ UL/ULC Listed` The 1/4" IPS three-way female threaded valve is used to facili- tate the installation of sprinkler system pressure gauges. The valve provides for one inlet and two outlets. This design allows for replacement of the system gauge without shutting down the water supply to the sprinkler system. This design also allows Authoritys' Having Jurisdication to test system pressure with an additional gauge through the second outlet. (The second outlet is normally plugged during installation with a 1/4" IPS pipe plug.) Installation Installation of the three-way valve can be accomplished with normal field installation tools. Make sure the valve is installed according to the flow indication arrow that has been cast into the valve body. The most common installation allows for a 1/4" IPS nipple between the valve and the water supply being measured. This assures there will be ad- equate spacing for the sprin- kler system gauge from the riser. Use either PTFE Pipe 02003-2007 Fire Protection Products, Inc Thread Sealing Tape or a suit- able pipe thread sealant such as PipeFie Thread Sealant Paste with PTFE when in- stalling the valve, DO NOT OVERTIGHTEN THREADS. OVERTIGHTENING MAY CAUSE VALVE FAILURE. UL/ULC Listed 2R97 Specifications Materials: Body - Bronze Seat - Brass Handwheel - Iron Sizes: 1/4" IPS ITATMWTF710 0 _7 400 WOG IBM= Fire Protection Products, Inc. F P P 1' 6241 Yarrow Dr., Suite A, Carlsbad, CA 92011-1541 11111<- ' For questions: 1 800 344-1822 - 1 800 344-3775 fax • www1ppi.com r I FlarneGuard TM CPVC Drain & Check Valves 41 For NFPA 13D Applications Only Application: FlameGuard TM CPVC Orange Drain Valves and Check Valves are for use in configuring CPVC Fire Sprinkler System connection to water supply (riser/drain assembly) in NFPA 13D installations only. These valves are NOT for use in any other locations within the fire sprinkler system. Drain Valve Check Valve Special Reinforced (SR) Threaded Inlet Check Valve CPVC Drain Valves Disc l Price I Part Number Size Code 1 Eachj Socket x Socket 66-22-007CO 73/4 1 6041 22 F6-6-22-0-1 _0C-0T1_ 1 0041 28.36 CPVC Check Valves Disc Price Part Number Size Code Eachj Socket x Socket S1520-1000 5_1520 12C_O_ 1 1--1/4 004 004 22.56 25,22 S1520-15CO 1_-112 0041 28,36 CPVC Special Reinforced Thread Inlet Check Valves Disc l Price I Part Number Size Code I Each I R i=iptx Socket S1520-10FSRSCO 11 004 24,44 IS1520-12FSRSCO 11-114 0041 28,22 I51520-15FSRSCO 11-1/2 0041--- 33,471 General Installation Information: Socket end connections should be installed using Spears@ FS-5 One -Step Cement for use with Spears@ CPVC Fire Sprinkler Products. Threaded connections should be made using Spears@ BLUE 75 Tm Thread Sealant tested for compatibility with CPVC materials. Swing check valves are designed for horizontal installations, but may be installed in up -flow only vertical position. Check valves MUST be installed with the valve's FLOW arrow pointing in the direction of the flow. Do not install valve upside down. NOT FOR USE WITH COMPRESSED AIR OR GAS Page 1 Spears"Manufacturing Company Progressive Products from SpearsO Innovation and Technology I I FlameGuard TM CPVC Drain & Check Valves i4l For NFPA 13D Applications Only Drain Valve: Nominal Size Range Type Material Seats Seals Handle End Connections Check Valve: Nominal Size Range Type Material Seat End Connections Specifications 3/4", 1 " 1/4-Turn Ball Valve, Maintenance -free Sealed Unit CPVC, Orange PTFE/HDPE EPDM Polypropylene, Red Socket x Socket Socket x Socket Part Number Nominal Size Dimension Reference inches, * 1/16) A B c I D I E 6622-007CO 6622-01000 3/4 1-13/16 j/ L21 =6 1-1/2 1 3-9116 1 2 5/16 2 1 2 1 2:5/ 1 _6 1", 1-1/4", 1-112" Swing Check, Maintenance -free Sealed Unit CPVC, Orange EPDM Socket x Socket Socket x Special Reinforced (SR) Female Plastic Thread Socket x Socket Part Number SIR Thread x Socket Part Number Nominal Size Dimension Reference (inches,:t 1/16) C' GPM) A B C D Socket SR Thread S1520-1000 S1520-10FSRSCO 1 1-11/16 2-5/16 2-15/16 4-9/16 2-5/8 33 S1520-12CO S1520-12FSRSCO 1 1/4 2-1/16 2-15/16 3-5/8 5-1/2 3-_318 4-2 S1520-15CO S1520-15FSRSCO 1-12L_j:7/16_ 3 3-11116 5-5/8 3-3/8 89 Made in the U.S.A. NOT FOR USE WITH COMPRESSED AIR OR GAS Progressive Products from Spears® Innovation and Technology Page 2 FOR CPVC FIFE POTTM VANETYPE % WATFRE'LIJW ALARM V The Symbol of Protection SWITCH WITH RETARD AND CLUE -IN UNION installation must be perfoaned by qualified personnel and in accordance with all national and local codes and ordinances. Shock hazard. Disconnect power source before servicing. Serious injury or death could result. Risk of explosion. Not for use in hazardous locations. Serious injury or death could result. The Model VSR-SG is a vane tvpewaterflow switch for use on wetsprinklcr systems using CPVC plastic fittings manufactured by Central Sprinkler Corp., Orinncl[ Sprinkler Corp., Spears Manufacturing Co., and IPFX Scepter) that use 1", 1-I/4", 1-1/2" or 2" pipe sizes. It is equipped with a union to accommodate installation in confined spaces. The unit contains two single pole double throw snap action switches and an adjustable, instant[} recycling pneumatic retard. The switches are actuated when a flow of 10 gallons per minute (38 liters per minute) or more occurs downstream of the device. The Bow condition must exist till- a period oftime necessary to overconc the selected retard period. Installation ( Set: Fig. 1 and 2) These devices may be mounted on horizontal or vertical pipe_ Ohm horizontal pipe they should be installed on the top side of the pipe where they evill be accessible. The units should not be installed within 6" (15 cm) of a valve, drain or fitting which changes the direction of the watertlow. "i Ile unit has a I" male fitting tier gluing into a CPVC plastic TIP. Loosen the union nut and separate the i" male fitting front the VSR-SG. Ohre the I" male fitting into the TIT following the TF. nnanntacturer's instructions for preparation and gluing ofCPVC piping systems. (Note: The I" male fitting Must bottom out on the stop o('thc TFf for proper operation ofthc VSR-SG. See Fig. I .) Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SG to the I" Male fitting. Select the proper paddle for the pipe size and type of'I'F;I used. See Fit, 3 and Fig, 5 for instructions CUL, ULand C"SFN1 Listed Service Pressure: Up to 175 PSI (12,07 IIAR) Flow Sensitivity Range for Signal: 4-10 GPM (15-38 HIM) - Ul.. Maximum Surge: [8 FPS (5,5 m/s) Fnclosure: Die-cast, red powdereoat finish No. 1144400: Cover held in place with tamper resistant screws No. 1144461: Tamper: Cover incorporates micro -switch. Cover Tamper: Activated by cover removal Cover Tamper Switch Contacts: One set SPDT, Rated at 250VAC Cover Tamper Switch Terminations: 8" 22AWC, wire leads Contact Ratings: iwo sets ofSPD`f (Form ( ) 10. 0 Amps at 125/250VAC 2. 0 Amps at 30VDC Resistive 10 mAnnps min. at 24VDC Conduit Entrances: Two openings provided for 1/2" conduit. Individual switch compartments suitable for dissimilar voltages. Usage: Listed (PVC plastic piping systems manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., NiBCO, and INN (Scepter). Fits pipe sizes - I", 1-1/4", 1-1/2" and 2" Environmental Specifications: NF, MA 4/I1155 rated enclosure suitable for indoor or outdoor use with factotyinstalled gasket and die-cast housing Temperature range: 40' F to 1201 F (4,5° C to 49' C) - tit, Stock Number: 1144460 1144461 w/ TSK Service Use: Automatic Sprinkler NFPA-13 One or two farmi[}t dwelling NF1'A-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Replaceable Components: Retard/Switch Assembly, stock no. 1029030 oil how to change paddle. Verify that the o-ring is properly positioned inn its groove. Hand tighten the nut on the union after orienting the device in the appropriate direction to detect watcrflow as shown in Fig. 2, A CAUTION Do not over -tighten the union not, hand tighten only- line vatic must not rub the inside of the `ffiF or bind in anv vcav The stem should move treely when operated by hand - Note: Do not leave cover off for an extended period of time. Inspection And Testing Check the operation of tine unit by opening the inspector`s test valve at the end of the sprinklerline or the drain and test connection, if an inspector's test valve is not provided. I f diere are no provisions for testing the operation of the flow detction device on tine systen, application of the VSR-SG is not recommended or advisable. The frequency of the inspection and testing and its associated protective monitoring system should be iti accordance with the applicable NFPA Codes and Standards and/or audtorut, having jurisdiction (manufacturer recommends quarterly or more frequently). Potter Electric Signal Company, LLC • 2081 Craig Road, St. Louis, MO, 63146-4161 , Phone: 800-325-3936/Canada 888-882- f 833 • www.pottersignal.con tat n':F{1Y2Y\,xtSgS?Alttl}};:1,Sti 4`4 fi(ll+k4`£fly%4YSi4'tl{xYr{F77,t SSitt 3p'h,it ttt,1,l2}},lUSk}Y!«`Y#?i'tl'!3'TtSSit4i)Si«,t`!1P\\\";11ti1Y\\Ctt.h t,R{gtktls5,1`SAS'iSSS?SSSi4 kh;Z?ttt'{i{flt4`h"3NY+YA Y i.'. t`.,xYa?,'t{ESi"ei lttp((+vlU'kP,w,t{trr};51d44RifXa"i,"faSfiz{KZv.:Hk'SF I{£ctS iti'k%YtlFf„w.;3».,."txit`il kklA dllSttt4Uh11"Yl}{f3 PRIM VI D IN tSAxtr 6 WINS NS - RL A t: PAOF I OF 35'08 p' POTTER The Symbol of Protection Fig. I tl NIM 1M Cl HAN E t,IA,,.E:r tTIN/> ff.,hF(.;R rill "AIIATIOI. OR 4f M(,).At I, (A VI(A : l ON ,TOP AM 0` I DNO #IUb2 ICAft[RS H rt KMI1 I Glue the I " male fitting into the TEE following the 'TEE manufacturer's instructions for preparation and gluing of CPVC piping systems. Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SG to the V male fitting. Fig. 4 Typical Electrical Connections FOR CPVC PIPE S 4"t sG VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD AND GLUE -IN UNION Fig. 2 Retard Adjustment The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting (60- 90seconds). The time delay should beset attlie minimum required to prevent false alarms. Fig. 3 DIRECTION Of WATERrrOw 0 DwG, 01063-3 Important: 7 paddles are furnished with each unit to accommodate the various sizes and manufacturers of TEES. The paddles have raised lettering that show the pipe si:e and the TEE manufacturer they are to be used with. The proper paddle must be used. fhe paddle must be properly attached (see Fig. 3) and the screw that holds the paddle must be securely tightened. Notes: 1. The model VSR-SG has two switches one can be used to operate a central station, proprietary or remote signaling unit, while the other is used to operate a local audible or visual annunciator. 2. For supervised circuits see "Switch Terminal Connections'* drawing and caution note (Fig. 6). Fig. 5 Grinnell TEE TEE's manufactured prior to S/99 FEE's manufactured Awl 5/99 OwG. #1062-4 Notice: As of 5199 Grinnell has changed the design of their TEE filings. The new fittings will require the use of the standard paddle, while you will still be required to use the paddle marked Grinnell on all fittings manufactured prior to this date- Failure to install the correct paddle could cause the device to malfunction or operate impropeil c PRINTED IN USA Optional Cover Tamper RJIIARI I MI.$ `0 Atl:Nl' nuo1T A CAUTION Insure that Pang is uT 0-nng groove before mstallingsuetch. IMN01 IIII III Flowing WIteractivat, MAY8r111/4 device In ale hueowm ath. 1 R.( w' LONI[ I' ANI-.I MOON[ SOARROw ON 13ASI=. POI,111 Iv 1)IRf (l ION 01- At IMIJ Iw ur I" NIAI.F: 1111IN(, ON Ar1.. Wit 1) 1,, 1'_01-LA Cover Tamper Switch Shown with cover in place) c No c OV11T) ( RED) IBM) Fig. 6 Switch Terminal Connections Clamping Plate Terminal An uninsulated section ofa single conductor should not be looped around the terminal and serve as two separate connections The wire must be severed, thereby providing supervision of the connection in the event that the wire become dislodged trom under the terminal failure to sever the wire may render ( lie device inoperable risking severe property damage and loss of life A CAUTION Watcrflowswitchesthat are monitoring wet pipesprinklei- systemsShould not be used as the sole initiating device to discharge AF'FF, deluge, or chenucal suppressionsystems. WatertlowswItches Used forthisapplicationnaayresultin unintended discharges caused by surges, trapped air, or short retard times NIFG u5401205 • REv F. 508 PAOF 2 OF 3 FOR CPVC PIPE POTTER VANE TYPE WATERFLOW ALARM The Symbol of Protection SWITCH WITH RETARD AND GLUE -IN UNION S"<'l'?i 27x9 .. <.,ti'A2311} ;.: `tit}5k2','J3k i Urit»'}'.,#11ti41337 tkkkkt'f#is\\.`tk fiE'b'kP.SUXt2{,5?4,naliilFt?Y3"CZtaXYS3ti.zbSSt4ix.,ttt&A«YYti<4C;%1 454\4F7'?%.s"sY£Y a`bik N}'`' Fig. 7 Break out thin section of cover when wiring both switches from one conduit entrance. Testing The frequency of inspection and testing for the Model VSR-SG and its associated protective monitoring system should be in accordance evith applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SG is not recommended or advisable. A minimum flow of 10 GPM (38 LPM) is required to activate this device. Maintenance Inspect detectors monthly for leaks. 1 f Teaks are found, replace the detector. The VSR-SG waterflow switch should provide years of trouble -free service. The retard and switch assembly are easily field replaceable. In the un likely event that eithercornponent does not perform properly, please order replacement retard switch assembly stock number 1029030. There is no maintenance required, only periodic testing and inspection. Important Notice Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Removal To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterflow, detectors are removed or replaced. Turn ofielectrical power to the detector, then disconnect wiring. Loosen union not and separate unit from the glued in fitting. Gently lift the unit far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the fitting while continuing to lift the waterflow detector. Lift detector clear of pipe. n,Sk4S\film'R, rPf7„._"'.`SU#s'7"I.:Y£ti,fil'Y,\#tiEs 3i W+"v";Y;,E'3StsY'iU&tShSS'H th}yL,z?Y±,lY•£i4't}St r,£ibS;llYS`Zits4i'altil il:Y p Ck 1SiS`:#43\`:k`.:i'U7;'biiiYs tli}y{42 Z"?+7/r=..,w'"41`it>;r't,.'"z""i,ft,`.htl`t'tit& r`%Y`t=. StliSl 4\til\\\`,l,ei','` PKINI ED IN USA MFG +15.401205 - REV [ PAGE 3 OF 3 5i08 E)POTTER The Symbol of Protection PBA-AC & MBA -DC U L, U LC, and FM Approved Sizes Available. 6" (150mm), 8" (200rrim)and 10" (250nu-n) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Set -vice Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note I) 400 to 150OF (4011 to 66°C) Outdoor use requires weatherproof backbox.) Termination: AC Bells - 4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating Optional: Model BBK- I weatherproof backbox Model BBX- I deep weatherproof backbox These vibrating type bells are designed far use as fire. burglar or general signaling devices. They have Io\N power consumption and high decibel ratings. The unit Mounts on a standard 4" (101nun) square electrical box for indoor use or on a model B13K-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-I. Stock No. 1500001. ALL DC BFI,I,,S ARE POLARIZED AND HAVE Btill,'I'-INTRANSIENT PRO'1'1,-,("I'ION: Size inches mrn) Voltage Model Number Stock Number Current (Max.) Typical dB at 10 fit, (3 m) (2) Minimum dB at 10 ft. (3m) (1) 6( 150) 12VDC MBA 126 1750070 1 2A 85 76 8( 200) 12VDC MBA 128 1750080 12A 90 77 10( 250) 12VDC MBA1210 1750060 1 2A 92 78 6( 150) 24VDC MBA246 1750100 06A 87 77 8( 200) 24VDC MBA248 1750110 06A 91 79 10( 250) 24VDC MBA2410 1750090 06A 94 80 6( 150) 24VAC PBA246 1806024 1 7A 91 78 8( 200) 24VAC PBA248 1808024 J7A 94 77 10( 250) 24VAC PBA2410 1810024 1 7A 94 78 6( 150) 120VAC PBA1206 1806120 05A 92 83 8( 200) 120VAC PBA 1208 1808120 05A 99 84 10( 250) 120VAC PBA12010 1810120 05A 99 86 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. Ul, temperature range is -30" to 1 50"f,' (-3411 to 66'('), 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative Of'output levels in ail actual installation. Potter F"Iectne Signal Company * 2091 Craig Road, St 1,01,11', 700, 63146-4161 * Phone 800-325-3936/Canada 888-882-18.13- pottersignal coil) PRINTED IN MK'r 0885001 - KI-A'V 11AGE I OF 2 Mt G i15400776 - 10 06 OT ER The Symbol of Protection FIG.I 10" WO) 2 I1, 16' 68) FIG. 3 BELLS DIMENSIONS INCHES (min) PBA-AC. & MBA -DC FIG. 2 WEATHERPROOF BACKHOX BOX HAS ONF T ERFADED 1/2" CONDUIT E:NTRAN(T' WIRING (REAR VIEW) A.C. BELLS UPI II i6 (IN) WI1E1E(M I FROM CONTROL. VANFL 0R RREs'CFOP O BELL. O 4iLACK tlNt Bt.M:K (OU!'} IMN: U III A tl KI RR' U SGM1P FSIOA' IS RF1Q1 kFD t S[ IN vxl Ot [ [ hADS tS ti[IOWN Ol S: i 4LIltV(SINO \CB[3tlS ICR 11AA F F'ZC41 @a IR1 WIRE SFP1R ll E[A lr [EK taSP BFa,L k ND OI i [NE RI SMOR IN NOT RhQI IRtb ON A( Rk.LES INS`I'ALLVFION I. The bell shall be installed in accordance with NFPA 13, 72, or local AID. The top of the device shall be no less than 90" AFF and not less than 6" below the ceiling. 2. Remove the gong. 3. Connect wiring (see Fig. 3), 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). S. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority havingjurisdiction). 1 StIUIt i4.&ti ic h4i 3LsE*',Viit4t71 t:.t 84Ai111SN14,kSl`i.CYa lifiii'L R1RY.rti`FS14`i.dEiS tRl 1i 5 t tNFhU'7 k S` 'i @i'%R?s##f'+Xtt tick`t°d'4kd+si3a'#ii ZSY{ii`SM11k`}YtN£iS5SS5 S11Ci4SXiYtkFt lY'Y?SCC4Ulf l1dL"£5`44`ASSRk>?iYll47\5 PRINT 1 1) IN USA \1K1 08850001 - RF\\' P.AOF: 2 OF 2 MFG 0400776 - 1006 sQ }. XtisQzQ TYPE1D05PT 1100511005E GAUGES Applications include compressors filter regulators, medical equipment, automotive diagnostic, beverage dispensing. industrial machinery and a variety of other applications ACCURACY ASME B 40.1 Grade B (a3-2-31 of span) DIAL SIZE 1 /a" K 21W 31/r' (for 4Yr" available with steel case/ mig and plastic window, Type 1000 please contact factory) CASE MATERIAL 1005P - ABS, black 1005 -Black painted steel 1005S- Stainless steel (i V,-& 2-only) Optional, color other than black, vent hole WETTED MATERIAL Bronze/brass. Optional sockets, nickel plated, Teflon taped, top or side connections. throttle plugs SENSING ELEMENT Bourdon tube, Ashcroft patented PowerFlex" movement CONNECTION A and NPT back and lower. (1 1/2"notavailable in V, NPT back, 41/,-Type 1000 available in / NPT lower only, consult factory) RANGES Vac.-6000 psi and compound NIO IU 25 a M Applications include hydraulic systems, machine tools. pressure washers/sprayers and a variety of other applications ACCURACY ASME B 40.1 Grade B (s3.2-3 % of span) DIAL SIZE 63mm (2'/z")-100mrn (4") CASE & RING MATERIAL 304 stainless steel, dry. liquid filled or field tillable WETTED MATERIAL Bronzelbrass SENSING ELEMENT Bourdon tube: Ashcroft patented PowerFlex" move- ment CONNECTION NPT lower and back Optional, metric and SAE connection RANGES Vac-15,000 psi and compound 40 406Q 30 7Q""•wd 0 9U yr cwrrr•. TYPE 1001T PANEL GAUGE Applications include Instrument panels. air-conditioning equipment air and gas compressors, machine tools and a variety of other applications. ACCURACY ASME B 40.1 Grade B (13-2-3 % of span) DIAL SIZE 1 %z 2' 2Y, ",3'/i CASE MATERIAL Black painted steel WETTED MATERIAL Bronze/brass. SENSING ELEMENT Bourdon tube; Ashcroft patented Power -Flex' movement CONNECTION V, NPT back, V, NPT back RANGES Vac,-6000 psi and compound too w TYPE 3013005PHYDRAULIC GA GE Applications include hydraulic systems, machine tools, pressure washers/sprayers.. compressors, irrigation egaipbnent and a variety of other applications. ACCURACY ASME B 40.1 Grade B (z3-2-3 % of span) DIAL SIZE 63mm (21/ z') CASE MATERIAL 3005 - 304 stainless steel, dry, liquid Idled or field fillabie 3005P - Black ABS dry or glycerine filled WETTED MATERIAL Bronze/brass SENSING ELEMENT Bourdon tube: Ashcroft patented PowerFlex" move- ment CONNECTION 3005 - V, NPT lower and back 3005P- V NPT lower Optional, metric and SAE connection RANGES _ Vac- 15, 000 psi and compound All Gauges Are Not Created Equal... Onty Ashcroft® commercial pressure gauges offer the exclusive, patented PowerFlex'" movement. The Ashcroft PowerFlex' movement provides a high level of reliability and durability. Superior shock resistance v Exceptional vibration resistance Excellent pulsation 1< performance Outstanding durability to OOOF Helps ensure safety Reduces manufacturing costs oAsi Helps assure a quality process a Reduces inspection costs In addition, with Ashcroft commercial pressure gauges you get: Broad product selection 23mm to 4%z' dial sizes Ranges from vacuum to 15,000 psi Wide variety of case styles and materials Is Customized logos, dials and pressure connections available. Ashcroft commercial pressure gauges also provide True Zero" indication. True Zero" Ashcroft Inc- 250 East Main street is true indication of zero pressure being Stratford.. CT 06614-t045 USA Te1:203- 378-8281 - Fax:203-385-0408 applied t0 the gauge. www.ashcroft.com i',t 2MS 5J rn, TYPE 10 M,XRG AGRICULTURAL AMMONIA This product was designed to withstand rug- ged agricultural applications. Features include stainless tube and socket, in addition to glass window, necessary for anhydrous ammonia applications. ACCURACY ASME B 40.1 Grade B (13-2-3% of span) DIAL SIZE 2yz. CASE MATERIAL Black painted steel Optional stainless clad atununurn Type 1005SM) WETTED MATERIAL 316 stainless steel/steel SENSING ELEMENT Bourdon tube: Ashcroft patented PowerFlex' nnove- ment CONNECTION V, NPT lower Optional 0. 020 "orifice stainless steel throttle pklg RANGES 0/ 60 psi, 0/150 psi 0/400 psi This product was designed to meet the require- ments of refrigerant ammonia applications. Features include enhanced leak integrity plus dual scale ( psi/temp) dial necessary for these applications. ACCURACY ASME B 40.1 Grade B (m3-2-3 t of span) DIAL SIZE 2Yz 1V? " CASE MATERIAL Black painted steel Optional, ABS ( Type 1005PM). staintess clad alurni- oum (Type 1005SM) WETTED MATERIAL 316 stainless steel/steel SENSING ELEMENT Bourdon tube; Ashcroft patented PowerFlex" move- ment CONNECTION NPT lower RANGES 30 in_ Hg Vac/0/150 psi. 30 in. f{g Vac/0/300 psi with equivalent ammonia temperature scales All ranges listed may not be available in all sizes/connections. Please consult individual spec sheets. BULLETIN CGGG-1 t Commercial Gauge Quick Guide I ASHCRQFT l201 0184 Y"40 210 a4 ae S r To 2 J6 F0o ferr TYPE 1005, XUL SPRINKLER SERVICE GAUGE These gauges are UL-393 listed, UL of Canada listed and FM approved for fire protection sprinkler service for either water or air Systems ACCURACYASME B 40-1 Grade B (13-2-3% of span) DIAL SIZE 3%' CASE MATERIAL ASS/polycarbonate blend WETTED MATERIAL Bronze/brass SENSING ELEMENT Bourdon tube, Ashcroft patented Power-Flex'move- ment CONNECTION Y NPT lower RANGES 0-300 psi (water), 0-80 psi retard to 250 psi (air) x Fey vnr "An, 'ssas Frn QLISTEQ t2p K, 40 20 140 TYPE 4000GXDDUO DIRECT DRIVE GAUGE i Typical applications include filter regulator lubricators, portable compressors, air tanks, industrial machinery and a variety of other applications. Excellent shock resistance. ACCURACY ASME B 40.1 Grade B (s3-2-3% of span) DIAL SIZE 40mm (1'/z') or 50mrn (2 j CASE MATERIAL ABS polycarbonate blend, black WETTED MATERIAL Beryllium copper coil, silicone dampener) Integral ABS polycarbonate blend socket Optional % NPT or % NPf brass thlottte plug SENSING ELEMENT Spiral wound Bourdon tube CONNECTION 40mm -'1A NPT back Wolin - Y NPT or'l, NPT back RANGES 0-60 psi (180° arc); 0-100 psi- 0-160 psi, 0-200 psi, 0-300 psi, 0-400 psi (235° at(,,) For optimums gauge life. select a gauge with a full scale pressure range of approximately twice the maximum excursion pressure Consult factory for high cycle life applications 4£ TYPE 1007P, XOR REFRIGERATION MANIFOLD Typical applications include checking or servic- ing refrigerant levels in automotive, residential or industrial air-conditioning units, refrigerant recovery and reclamation units, refrigerant transport systems and large scale air- conditioning and chilling equipment - ACCURACY it%atzero,±2% three fourths of scale, 15 % last fourth of scale DIAL SIZE 2Yz CASE MATERIAL ADS, red (high pressure) ABS, blue (low pressure) Optional black, ABS WETTED MATERIAL Bronze/brass SENSING ELEMENT Bourdon tube, Ashcroft patented POwerF'ex'move- ment with Flutter Guard" CONNECTION A NPT lower RANGES Vac/0/120 psi retard to 250 psi, 0/500 psi Vac/0/500 psi retard to 800 psi, 0,1800 psi Optional alternate refrrgerantrarrges Note: for panel mount refrigeration gauges (recov- ery, recycling) see Type 1001 T options tlr TYPE 23DOG MINIGAUGET"' PRESSURE GAUGE These gauges are perfect for a multitude of applications where a 1'/"conventional size gauge is too large, such as mini-FRL's, pneumatic stack valves and air compressors. ACCURACY 15% of span DIAL SIZE 23mm (0.906') CASE MATERIAL ABS blend, black WETTED MATERIAL Beryllium copper hlbo/brass socket SENSING ELEMENT Spiral wound Bourdon tube CONNECTION a NPT back with 15mm {=/r) wrench flats. Optional, throttle plugs, PT t B"(/tS) and B 1 8" BSPT) threads RANGES 60 psi-100 psi (180° dial arc) 160 psi-300 psi (235° dial arc) i Yk BP 16 i00 r \` TYPE 2071 CONTRACTOR GAUGE These gauges are designed to meet the needs of heating, ventilating, plumbing and air- conditioning contractors. ACCURACY ASME B 40.1 Grade A (12-1-2% of span) DIAL SIZE 4 iV.. CASE & RING MATERIAL Aluminum with back -flange case painted black, chrome plated I Ing WETTED MATERIAL Bronze/brass soldered, siphon required for steam service SENSING ELEMENT Bourdon tittle, Ashcroft patented PowerFley'move- ment CONNECTION V, NPT lower Optional throttle plugs RANGES Vac-600 psi and compound 2000 " to00 a0aa TYPE 12DOG/15ODG DIRECT DRIVE GAUGE Applications include pumps, air compresors, portable tire Inflators, portable oxygen equip merit. self-contained breathing apparatus, portable industrial gas cylinders and a variety of other applications ACCURACYStandard: x2e at setpoint (setpoint is normally 507 of range) OL listed_ _3 5 of span of middle Ihree-fifths olscale DIAL SIZE CASE MATERIAL Stainless steel, sealed WETTED MATERIAL Beryllium copper tube/brass socket SENSING ELEMENT Spiral wound Bourdon tube Optional, silicone dampened tube, silicone tilled tube CONNECTION hl NPT back. safety plug in 1500 psi-4000 psi ranges- Optional. X, NPT back. throttle plugs RANGES 0/60 psi, 0/100 psi, 0/160 psi. 0/200 psi. 0/300 psi. 0/700 psi, 011,200 psi, 0,11,500 psi 012,000 psi, 0/31000 psi, 014,000 psi Prorecilve Baal Optional TYPE01 OOSPS GENERAL DIGITAL GAUGE This product is an excellent choice for a wide variety of pressure measurement applications - When compared to mechanical gauges the. D1005PS offers overall enhanced value. ACCURACY x0-5%of span CASE SIZE 2'G' CASE MATERIAL Noryl WETTED MATERIALS 17-4 PH stainless steel sensor, 316 stainless steel socket SOCKET SIZE A NPT CONNECTION Lower (6 o clock), 3 9 and 12 o'clock RANGES Vac thou 19,999. Including compound POWER SOURCE Two AAA alkaline batteries BATTERY LIFE 1000 hrs OPERATING TEMPERATURE 14/140" I (-10/60°C) STORAGE TEMPERATURE-4/158°F (-20170°C) AGENCY APPROVALS CE,EN 61326(1998) GE, EN 61326 Annex A (heavy industrial) ALI i. i TYPEMFX FIRE EXTINGUISHER GAUGE These products are designed for use on portable fire extinguishers and systems. ACCURACY Conforms to applicable UL specs` DIAL SIZE 1Y,". 14" CASE MATERIAL Stainless steel. sealed WETTED MATERIAL Beryllium copper/brass SENSING ELEMENT Spiral wound Bourdon tube Optional, silicone -filled tube Spiral tube, berytbu in copper CONNECTION a NPT back Optional, special socket configurations RANGES MaXimrem scale pressure from 200 psi to 1200 psi UL 299 UL 626 UL 1058 Of- 1093 All ranges listed may not be available in all sizes/corrections. Please consult individual spec sheets- 9113MBio7 RE: Thornbrooke TH (Lots 211-218) 395, 391, 387, 383, 379, 375, 371, 367 Merry Brook Circle SEMINOLE COUNTY A4uL T1-)UR ISDICTIONA L LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 01/03/17 I hereby name and appoint. Robert Shannon an agent of: Wayne Automatic Fire Sprinklers, Inc. Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): ZAll permits and applications submitted by this contractor El The specific permit and application for work located at: Street Address) Parcel Identification) Expiration Date for This Limited Power of Attorney: 12/31/17 License Holder Name: Robert Dewar State License Number: FPC14-000057 Signature of License Holder: STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this _3rd day ofJanuary 20_ 17 , by Robert Dewar who is K) personally known to me or 0 who has produced as identification and who did (did not) take an oath, k v Ruth A. McCulloch Print or type Notary name R UTH X MCCULLOCH MY COMMISSION # FF 0665M) EXPIRES: February 26, 2018 Notary Public - State of Florida Uond4d Thru Notary Public Undefmiteers FF066550CommissionNo. My Commission Expires: 02126118 RE: Thornbrooke TH (Lots 249-256) rA 290, 294, 298, 302, 306, 310, 314, 318 Merry Brook Circle SEMINOLE COUNTY MUL TI-1UR15PICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Cassellberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 01/03/17 I hereby name and appoint: Robert Shannon an agent of: Wayne Automatic Fire Sprinklers, Inc. Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): ZAll permits and applications submitted by this contractor. El The specific permit and application for work located at: Street Address) Parcel Identification) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Dewar State License Number: —FPC14-000057z- Signature of License Holder: STATE OF FLORIDA COUNTY OF ORANGE 12/31/17 The foregoing instrument was acknowledged before me this _2,rd day of January 1 20_17 , by Robert Dewar who is KI personally known to me or 0 who has produced and who did (did not) take an oath. RUTH A. MCCULLOCH MY COMMISSION # FF 06M EXPIRES: February 26, 2018 Bonded Tbru Notary Public Und4wilers i a -v ''i C.a:' as identification Ruth A. McCulloch Print or type Notary name Notary Public - State of Florida Commission No. FF066550 My Commission Expires: 02/26/18 RE: Thornbrooke TH (Lots 264-270) 354, 350, 346, 342, 338, 334, 330 Misty Grove Lane SEMINOLE COUNTY A4UL TI-)UR ISIDICTIONA L LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 01/03/17 I hereby name and appoint. Robert Shannon an agent of: Wayne Automatic Fire Sprinklers, Inc. Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): zAll permits and applications submitted by this contractor. E] The specific permit and application for work located at: Street Address) Parcel Identification) Expiration Date for This Limited Power of Attorney: 12/31/17 License Holder Name: Robert Dewar State License Number: FPC14-000057 Signature of License Holder STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this -3rd day of January 1 2017 by Robert Dewar who is M personally known to me or 0 who has produced and who did (did not) take an oath. RUTH 'k MCCU"jC IT" MYCOMMISSION JI Fl` 0 J EXPIRES. February 26,2018NjrV1PBIUondWThruWaryPublicUnderwriters as identification Ruth A. McCulloch Print or type Notary name Notary Public - State of Florida Commission No. FF066550 My Commission Expires: 02/26118 V*WAY N 1E Automatic Fire Sprinklers, Inc LETTER OF TRANSMITTAL TO: CITY OF SANFORD 300 N. PARK AVENUE SANFORD FL 32772 ENCLOSED YOU WILL FIND: JOB NO. 85827 DATE: 10/27/18 RE: Thornbrooke Townhomes (Lots 264-270) ATTENTION: PLANS REVIEW COPIES DATE DESCRIPTION 3 FIRE SPRINKLER PLANS 14 PERMIT APPLICATION 1 COPY OF _< a 1 X_For approval For your use As requested _X_For review and comment REMARKS: PLEASE RETURN (2) SETS WITH YOUR SEAL OF APPROVAL AND/OR COMMENTS. PLEASE CALL 407-877-5557 WHEN PERMIT IS READY AND GIVE AMOUNT. Signed: Ruth McCulloch 4 01 Revision./ Response to Comments Permit # Project Address: Contact: uapnne Ph: 407-257-6940 Email: daphneclarkinc@ckrr,com Trades encompassed in revision: Building V/Plumbing Electrical Mechanical Life Safety Waste Water City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfbrdfl.gov Submittal Date General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building a.15 14w 3" WASTE LINE FROM 2ND FLOOR TERMINATING TO THE FIRST FLOOR POWDER BATH 1 t7" TAYLOR MORRISON THORNBROOK T.H. FLOOR PLAN: BIRCH 2ND FLOOR 3 CID 3. 3" WASTE LINE FROM 2ND FLOOR TERMINATING TO THE FIRST FLOOR VIA W/M j BATH 2 o'v MASTER BAT FURNISHED THORNBROOK-E PHASE 5, as recorded in Pic,' Book 81, Pages- 68 tihrcuq 7, 69 of the Public Records of Seminole County. Florida BOUNDARY FOR CERTIFIED TO: Paul McGrath and Martha Ann Ayres,- Inspired Title Services, LLC,- First American, Title Insurance Company,- Taylor Morrison Home Funding PROPOSED W1IO11VA-1!ON oypq BASED ON SUFP EE PLAN AND/OR INS TRU 17,10TIS PEP i - CLLENT(NOT FIELD VERiF'ED) LOT 254 OR 270 NOTE; PAVER ITEMS ARE NOT JINCLUDED IN IMPERVIOUS AREA SET ON LINE - ON LINE 2.721 SO F7 ION' LIVING = 770 SO LINE GARAGE = 458 Sa71 PAvER ENT,- 31I.;-T LANA; = BREEZEWAY -. SO.F--, PAVER ORIVEVIAY= 400 50, A/C PAD SC.F7 PAVER 6 S 0, F i'vPER"' IOUS D 2 7 7 s0 SOD 3 6 5c,F7 OFF 147 AREA CA 5 79 So, RAC. LA - SACEISIGNAGEIVIA;; N 8 95 7'4 9 E SET SET SET SET SET SET 22,33' 1 R 22, 00' IR 22. 00' I.R. 22. 00' 1 R. 22. 00' I.P.22, 00' LR F`N SH E D, S F C G, RA D ri N S PLANSPC, PER AINAGLS -T 22. 33 R. LOT 265, 265, 268, OR 269 NOTE.- PAVER ITEMS ARE NOT 10.00] [INCLUDED IN IMPERVIOUS AREA 17A ILI 00' 11FAC 10.00 10, 00' 3, JAC i 0. 00' AC 10.00, 3' 3' LOT 264 J=-, n LOT 265 I LOT 266 1 LOT 267 LOT 268 LOT 269 [AC, EC n L 0 T 270 7.2' 20, 0' 76-8, 5. 2' 15.8, 15.8 16.8, .2' 76,8' 20. 0' 7,2' o COV'D. Z) '6 COV'D. COV'D- COV'D COV'D. 6COV,C -c, CONC, 161 CONC. CONC. OU CONC. co D. 2CONC 1i 76. 8, 34- 3' 1&8' 7.2' NOT CONC. INCLUDED 2.0' TWO STORY 2.0' RESIDENCE FF=26, 32' P2-0 4 A2- COV'D. COV'D. 0 BRICK o N o C,4 o CN Q) v o CN 0 BRICK 0 0 C) 0 C, C> 0, V) E: WILLOW REDWOOD Rf0w0oD BIRCH REDWOOD REDWOODE WILLOW:] COV'D. COV'D. COV'D. COV'D. BRICK 5,7' BRICK 15.7' BRICK 5.7' BRICK 5.7' 3.7 C:1 12.7' 1 6 12 b37' 3. 7' P C COV'D. 34. 7' 9.2' BRICK 12. 7' 4 9, 2' 9.6, 4 9 7' 12.7 go nRIK BRICK34.7' 68.9, 16- 0, K BRICK BRICK 9WALK RICKBRICKBRICKWALKBRICKBRICKBRICKBRICKBRICBRICKBRICKCBRICKBRICKDR- DR- DR. WALK WALK DR. VIALK DR. DR. DR. 25. 00' 25.00' 25,00' 25.00' 25.00' 25.00' 25-00' 10 jsi M T- it 101 UTIL. ESMT. F ON LINE ON LINE w LOT 2, 09D SO f7 LIVING = 894 SO C7 GARAGE = 249 so',--7 PAVER ENTRY 6 S^ LANAI = 02 SO BREEZEWAY = rq/, Sc F- 1 PAVER DRIVEIWAY= 225 SO FT A/C PAD = 9 S10,77 PAVER WALK JAY = 48 SO,7 TAXPERVIOUS - 50 C7 7, 254 SO11 SOL) = s, 7 S 0 P/w = 176 SO.F`. APRON = 30 SC,7 SIDEWALK 110 SO t7 SOD = IF SO_F AHLA = 2,266 si),F I DRIVEWAY = 255 S 0 , -T SIDEWALK - 158 SO FT SOD = 5 F) -1 SOFT. LOT 267 NOTE. PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON I LOT = 2,090 50, F- j LJNJ LIVING = 824 Sr", GARAGE = 259 SO `7. PAVER ENTRY 68 SOFT j LIANAI 102 SO.FT, PAVER DRIVEWAY= 26 1 SOFT, DRIVEWAY = 261 SO.F-T, AIC PAD = 9 PAVER WALKWAY = 25 50-F- 1, OVPER-00US= 57 7 1 794 so, SOD = 142 SO.FT PC. OFF LOT AREA TALI CU!--IGNS 176 SO F-I APRON SET 22.33 sE7 22. 00' SET 22. 00' SET 22. 00 SET 22. 00 SET 22. 00' SET 22.33 SET '-7,7,3' APRON S0EVIALIK 2 j.R OFF I. R. LR. I.R, R. 1 SIDEWALK = ; 1,0 30.17 SOD SO.,-` I-R- SOD = '56 SOFT. 5' CONC. WALK L AREAS: I A- 5 T'-'TA-, AREA = 2,3,00SOFT- OFF 71U AREA = 2,266 SO, 7 DRIVEWAY = so. B-B,)S 89057' 49" W DRIVEWAY = 29 1 SO, FT SIDEWALK = 118 SOFT. F 7 MISTY GROVE LANE (40' RIW) TRACT A SIDEWALK I SO.1`. 1-35 sOD =92 S G, SOD = 578 SO, FT Cfl U SSO 5400 E. COLONIAL DR. ORLANDO, FL. 32807 L.1 -4 1 J- l _ ER_SCOTT A C. I/VC. 1AND SUR VF Y01 1407)-277-3232 FAX (407)-658-1436 LEGEND F, D" f IWT ON L"Z 7 fP. , YpIr v- DRAIN, DRAINAGE D ELI-L, BUILDING SETBACK LINE C DELTA CHORD NO TES SCALE - 1 20'- DRAWN By., P PLAT PA.C, PUL11 - ilr FRSE CURVATURE CIIAIN LINK FENCE CB. CtCIRD BEARING I. THE UNDERSIGNED DOES HEREBY CERT?FY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORN SY DATE ORDER N. F FIELD PZ, C, PINNI OF Cal"Ovili CLRV.IUPE vDFc w= FENCE UTIL L THE FLORIDA BOARD OF PROFFISSION-AL LAND SC)RVEYORS IN CHAPTER -'J- 17 OF DIE FI.ORIDA ADMINISTRATIVE CODE LP. IRON PIPE RAD RADIAL Na- RA7?IALUINT CONCRETE BLGCX OFC,,,,A .... E P.C. PC. tl. BENC ARK1AR111CBASZB- 2, UNLEI SEMBOSSEDWTTHSURVE PLAN 06-14-77 YOR S SEAL, THIS SUPV tISNOTVAJJDAND15PRESENTEDFORINFORMATIONALPURPOSONLY2,350 -17 P III, IR- T K C31CWTL FPOINT0' loEGI DZ P, PCINT OF TAnGENcy N&D z IL sy A & DI 3, THIS SURVEY WASPREPAREDFROM TITLE INICIRMATTON FI)RN197LID TO THE SURVEYOR WR-r MAY BE OTHER D6-17 4,7 '9 1 S J R zl LF, -/`-B 45'6 POINTOF CCIIEI,,FMENT DESCRIPTION RADIUS RE3,17 -ar -1A1 OR EASEMENTS THAT AFFECT THIS PROPERTY, F;NALIELEVS, 05-09-18 12: I RE- WLU'Z D PCP-NE. T RrFi, 'CE F FLC:W, R:Z ARC LENG-1. ET- EASENENT 4 NO UNDERGROUND IMPROVEMEN7, HAY BEEN LOOATED UNLESS 07HDZWSE SHOWM C ALC CALCULATE% INIS}ED Z VA7 SON A NE CENTER" 5, THIS SURVEY IS PREPAREDFOR THE SOLE SENEFTT DF THOSE CIE-R71FIED TO AND SHOULD NOT BE CERTIFIED BY. IT, VITNETS PEINT THIS SUILDiNGIPROPERTY DOES NOT LIE WfTHiN RELIED L4--DN BY ANY OTHER SVM1 B. DIMENSIONS SHCOW FOR THE LOCATION OF IMPROVEWENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT 9OUNDARY LINES 7 8ZARINDGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (SS) THE ESTABLISHED TOO rEAP FLOOD PLANE AS PER 'FIRM- T*"AL 8 ELEIIATIONS, IF SHOWN, ARE aRSEDONNAIGEOOE7-' VERTICAL DATUM OF 1929, UNLESS OTHERATSE NOTEO Tom X. GRUSENML ER, JAMES W SCOTT, R,-'.S # 4801 ZONE x MAP j ?2717,-- 00,55 F 9 CERTIFICATt- OF AUTHORIZATION N. 459- 7 -(:F'17PTION IHORNBROOKE D NJL. 5, cs recorded in Plot Book 81, Poges'68 through 69 of the Public Records of Seminole County, Hondo BOUNDARY FOR CERTIFIED TO: Imron Nosir and Amiro Nosir; Inspired Title Services, LLC1- First American Title Insuronce Compony; Toylor Morrison Home Funding OSED hNFORMfATiON SHOW,% 5ASE'D ON SUPPLIE0 ;--4,FO A?Z10;D ?,,NSTRU-1T!ONS P-,,;e FIELDiED VERIFIED/ LOT 264 OR 270 NOTE: PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LGTr-AREA . CALCULATIONS. 07, = 2, 1721 SOFT MIV, = 770 SO, AP -AGE = 458 SGI PAVE-P ENTP1, = 9 S Q, BPEEZE WA' !VIA Y=.400 SO A/C PAD R 'NALKNAY 62,7 7_5 1j, So 7 Soi 376 .j . ON LINE ON- LINE LINE T tf A—;/ - Vic N SPACEISIGNAGEIWA; N 89*57'49" E SET SET SET SET SET 22.33' I.R.22, 00' LP 22.00' I.R.22.00' ;R. 22.00* 1R PROP I)SEI[ SC`T GRADE EL,1VATWI)NS PER DRAINAGE PLANS SET SET 22,00 I-R, 22-33' R. LOT 265, 266, 268, OR 269 mow. j *NOTE: PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA LOT 264 ,LA 10. OC, LOT 10,00' AC 10.00' T, 10. 00' -5' LOT 268 10.00' LOTT 259 --[AC Y 10. 00' C LOT 270265LOT266LOT2,57 7.2' 20,0' 76.8, 76's, 5. 76-8, 5,2' 16.8, 20, 0' 7.2oCOV'D Z, d COV'D. CO D. COV-D 1 COV'D, COVD CONC, CONC. CLOI"—,ClL1c, 6 CONC. 1 6 6 CONC. fl C) COV'D 2CONC, i 166, 34,3' 16.8, 16.8, n CONC.'-2 7.2' NOT NOT TN—CL UDED 7.2' 7 —INCL UffE—D 2.0' TWO STORY 2.0, RESIDENCE FF.=2E32' A2O2^ 0 COV'D. COV'D. 2.0 BRICK IN C> BRICK C> Q) V) ETE 2 =63' EF:E ==2,53 F.E =26,3 [F mILLOW WJLLOW= n COV'D. COV'D. COV'D. COV'D. BRICK 5.7' BRICK IC15.7' IBR K BRICK 5 7' 5,7' 3.71) 37n Q) 12. 7 n 0 L* 3,7' 7' 3- 34, 12.7' -i 9.5, 4 72.7' L COVD. VL 1BRICK 34.7' II 16' 9 . 2 BRICK 9,2' 9-2' 9.0, 8.9, 160, BRICK BRICK WALK BRICK RICK BRICK BRIC K OR, BRICK BRICK BRICK IBRICKBRICK BRICK DR. DR . DR. WALK WALK WALK DR. WALK DR. 25.00' 25.00' 25-00, 25.00' 25.00' 25.00' 25.00' 10 UTIL SMT, 10' UTIL- E MTJP/v/ = 179 S0 FT APPON = 57 SOEWALK = 7 11 2 0.3'22.331, R. OFF 77 tP 22.00 1. R. 22. 00' I,R. I.R. LR, 22. 00' zz. 00' 22. 00' 22. 33' TOTAL AREAS: 5' CONC. WALK AREA = 2,300 SO F t'VE1,11A Y = 457 SG_ B-B-)S 89'57'49" W SIDEA'Al K = 1 78 SOD = 392 SO cT MISTY GROVE LANE (40' RIW) TRACT A CR USTATfjlffjl-Y`-,R -SCOTT &- AK)K-OCI INC - JAN-D SUR VF YORS at_ POINT ON LINE -DPAN 2 DRAI, D DELTA NOTESLEGENDTYP. TIPICA- P. I- L. all"M SETBACK LINE C CHORD PLAT PRI, POINT -EVE SE CURVATURI, CLFC CHAIN LINK FENCE C.B, CHMD BEARING 1, THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE AVANVUA, TF-CHN)CAL STANDARDS SET FORTH BYL7 ' VECD FIE) P.C.C.POINT OF COMPOLIND CL*VATtIRL 1LmFC CO'C FENCEDUTI. UTILITY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5,1-17 OF THE FLORD4 ADMINISTRATIVE CODE UP I RAD t/B PETE ELM' I" 2 UNLESS EMBOSSED WIN SURVEYOR-S SEAL, IiiIS SURVEY IS NOT VALID AND 6 PRESENTED filIj POSE 0 L1WTOF DENCHMAR. Z, CLTVA7L%' BE 1 FOR INFORMATIONAL F S N I TIER, WS A""' Pa"T LT T PM. OF T-GE'lly THIS SURVEY WAS PREPARED FROM TITLE INFORMIAT70N F1,`RNr.HEO To THE SUR"FrOR, wy BE O HEP RESIRCTILC,M, C314CRI-T NOO HENT ..NT . OF COMMENCEMENT DISC, DISCRIPT I. OF EASEMENTS THAT A, —,.CT THIS PROPERTY. SZ7 Ale UP. ./.LB 15% R/V REC RECOVERED PA N, pcp I,T RE" ErLX R RADIUS ESMI, CASEMENT 4 NO VNDERI POI.IND A4PROIVIVENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN AI-C 1Y 1,.IfIZ7 FIFVATION I A,C LENGTH CALCLLAT D 1 CINTERLIN< 5, THIS SURVEY fS PREPARED FOR THE SOLE BENEFTT OF THOSE CERTIFIED TO AND SHOULD NOT BE VP, 1ITNISS POINT NOfr7rd REL)ED UPON BY ANY OTHER ENTITY THIS SUILDh4OIPROPERTY DOES NOT LIE WITHIN 6 DtAENSIONS SHOWN FOP THE LOCATION OF 44PROVZWENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT 901jUaARY LINES. CERTIFIED 7 BEARINGS ARE EASED ASSUMED DARAd AND ON THE UAi' SHOWN AS BASE aEARINC {66) THE ESTA&LISHED 100 YEAR 00D PLANE 5 -R "FIRM' 8 &-EVATICN5, IF SHOWN, ARE BASED ON NAPUNk GEODETIC VEPTff-4L NTUM OF 1929, UNLESS O7,HERWtSE NOTED, it V, 4 -4 FL A PER TOM X. r1RIISENMEYAER 1 4774 DAMES W. SCOTT, RL-S # 48()1 ZONE X MAP j 7 2 i I 7C 0055 F 9. CERTIFICATE OF ALITHORIZATTON No, 4596 ON LINE ON LINE Q) 9 I 0w P., ET 1. R. 7,73' 0.3, OFF ON G 894 SO ;7 249 SG..` T PAVER ENTPY = 36 S C F-: LANAI = ;02 SO F7 8 -;7" ZE"WA= NIAP' _ Y 5 ,, F7 PAVER DRIVEWAY= 225 Ff T7 A/C PAD = 9 SGI, rIALKWAY = 18 SO-- Mp,'R Oous 1,254 S,O SOD = 527 SG— 176 K, 17. APRON = 30 SO F DALK = 710 SO F7 SCD = 36 so A, + LA = 2,256 SO I- T ORtIE- WAY = 255 470 S- SiDEWA' K = 158 SO FT. SOD = 5133 SOFT LOT 267 NOTE. PAVER ITEMS ARE NOT NCLUDED IN IMPERVIOUS AREA 07 2,090 SO, F7 LIVING = 824 SC 7, GARAG = 259 SQ.FT PAVER ENTRY 68 S n F7 ANA! = 102 SGF7 PAVEF DPfllEWAY= 26 So , 7 DPVEIWA)' 265 SQ, AIC PAD 9 SQ,F-j 14,1ALKINAY 25 SO F7 PE ')S= 57 1 4 S P/w = 776 SOFT. APRON = jo SO f7 SIDEWALK = 77C SO 1-7 SOD = 36 SO FT. 1 Ai' - A = 2,265 SO FT i DR` EWAY = 291 SO F7 SIDEViALK 179 SOFT. 5400 E. COLONIAL DR. ORLANDO, FL, 32807 407)-277- 3232 FAX (407)-658-7436 Sr -ALE — I - = 27— DRAWN BY. DATE ORDER N., PLOT PLAN 06-74-17 2350-77 FOR.80ARD FOUNDAPONIELEVS. 11-05-17 4709-17 FNALIELEVSS. 05- 09-78 2852-13 1-11, . I I J"Up '1%'1S:H-FD: !CO, THORNBROOKE PHASE 5-, cs recorded ' ;n Plot Book 81, Pages 68 through 69 of the Public Records of Seminole County, F-Ion'do, BOUNDARY FOR CERTIFIED TO: Betty J. Bynum and Asioh 1. Harvey,- Inspired Title Services, LLC,- Taylor Morrison Home Funding JNFOPMAT!0N SHOWN N' SiPPLIED PLAN ANDIOP ;NSTRJCTIONS PIER 7 FIF LOT 264 OR 270 NOTE: PAVER ITEMS ARE NOT tNCLUDED 1N IMPERVIOUS AP, luj - 2,721 SU' P i L)V,'NG = 770 SOFT. GARAGE = 453 SO F7 PAVEI? ENTPY LAAiAi = 93 SO I '. BPEEZE'WAY = N/A SO F f PAVE,4 4,007 SO,F PAO = 9 so F1 PAVER A'ALF"WAL' SO. FT WPER'ALK)S = 62.7 7,335330 So FT 776 SC F TI- OFF LC'T T,A—A-LTUL-All,NS 179 S 0, ' FT APRON = I SQ'Fr S 1DEWA, I K = 1?2 SGF 16 SG.FT SET t P. ON LINE ON LINE F QT rz ON LINE N 8905749" E SET SET SET SET SET SET 22. 33 R 22. 00 I.R. 22. 00" 1,R. 22. 00' 1, R. 22 00 LR. 22 00' I.R. PER DRAINAGE PLANS SET 22. 33' R. LOT 265, 266, 268, OR 269 PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA 10, 00 i 0, 00' 410,00' 3 . 10.00' 10,00' i0o LOT 264 DC LOT 265 J[A C1 LOT 266 LOT 267 AC LOT 268 101 269 LOT 270 T2' 20. 0' 16.8, 5. 2' 16.3, 16.8' 5,2' 16.8' L5.Z 15, 20.07.2' COV'D. d COV'D COVD. COVD, 13' COV' D. 0 V COE2016COv'C0CONC. 6 CONC. CONC. '.6 'C; CONC. 116 CD COV' DC CONC' n16.8 34.3' 15.8' 16.8' 7.2' NOT NOT T 2' INCLUDED INCLUDED 2. 0' TWO STORY 2.0- 1- tu RESIDENCE w 4j Lu F,F.= 26.32' 2 - ,0 COV'D. COV'D. 2-0 BRICK N Q, C) BRICK Z) WILLOW REDWOODREDWOOD REDWOOD WILLOW COV'D. COV'D. COV'D. COV'D. BRICK 57 BRICK \ 15.7' BRICK 5 7' BRICK5.7' 3.7 3.7' 34.7' 4 9.2' 1 BRICK 12.7' i I 9- 2, 9.6' - ti 9.2' q8tRj CK12.7' L 9.0' C70 V D RICK C VD. BRICK 34. 7' 16' L 8,9' 16. 0' BRICK BRICK BRICKWALKBRICKrBRICKBRICKCBRICKBRICKBRICK BRICK DR, DR. WALK I', WALK DR, WALK DR, W WALK DR. DR. 25.00' 25-00' 25, 00' 25.00' 25.00' 25.00' 25, 00' 10 UTILLSMT. it 10' UTIL. ESMT. SE7 22. 33' R. OFF1.R.. I - 1. R. 22. 00' 22 00' SET 22. 00' SET 22. 00' SET 22 00' SET I.R. L R. I.R. 22.33' ON LINE ON LINE Ew P. C. SET LG7= 2, 09GO SO F-7 894 SQ. F7 219 SOFT. PAVE SO F7 102 SO, FT PA IER DF0,1EWA Y- 225 SO F' A/C PAD = 9 so F7 PA V P wA,? KWA Y SQ,FT 254 50J 7 597 P/'/ v = 175 SO,F7 APRON, = 3C 5 "1 . FT S0- WAt. K = 110 SIO, SOD 3& A A = 2,266 SO FtIVEWAY = 255 50,19-1 S40, ;NAi K = 158 SQ,FT SCD = 563 50, F7 LOT 267 NOTE: PAVER ITEMS ARE NOT NCLUDED IN IMPERVIOUS AREA LOT = 2, 090 1 IONG = 824 SOFT GARAGE = 259 5 Q, F7' PAI/EP - NTRY = 68 So,r. L4,1,' Ai = 102 SO'F7 PAVER ,9P1VEAAy= 25; SOFT, RIVEWAY = 26 SO. FT A/C PAD = 9 SOFT WA! K1, 1VAY 25 SC FT lPROOUS = 57 1 1,194 SO, FT SOD - 542 SOFT. FF ;-07 AREA, CALCL,,LATiONIS I q1w = 176SOFT APRON = 30 SOFT. SOf'OVALK = 7 710' S0,17 SOD = 3A S11, FT 5' CONIC. WALK 0-3 6TOTAL AREAS: AREA = 2,500 SO F7 OFF -TPEA—= 2,266 SOFT. DPIVEWAY = 45; SO F-T (83-)S 89*57'49" W DPIVEIWAY = 291 So. FT, SIDEWALK = 77e SO FT SiDEVIALK = 7 35 S 0 SOo = J'9 2 50 FT 1 MISTY GROVE LANE (40' R/J1') TRACT A SOD = 578 S 0, FT ITAITC. j 5400 E. COLONIAL DR. ORLANDO, FL. 32807 L-1-1 A _IVD SUR VEYO (407)-277-3232 FAX (407)-658- 7436 USTA'All-TEIR -SCOTT & A'SOC;? _RS Fz -ONT, t" L;< DRAI D"IN1,GE D DaTA T-.s topl` 1 ScAur — 1 20'— 1 DRAWN BY. LEGEND TP. iYIICALB.S.L. • BUILDING SETB X LINE c 1, THE UNDERSIGNED DOES HEREBY CERTIFY THAT THtS SURVEY ME-17S THE MWIWUM TECHNICAL STANDARDS SET FORTH Tr LA ORDER N, P PLAT PR4, 'ZITHT OF REVERSE I JRVAIIW CLfc. CHAIN LINK FENCE C3, CHCEIRD BE 11* F FIELD PZL' F12INT DF C3NPDUND CWVATURE 'Dic 'DW FENCE UTIL, UTIL17Y THE FLORIDA BOARD OF PROFESSIOW LAND SURVEYORS IN CHAPTER SJ-17 OF THE FLORIDA ADMIN/STPAMIE CODE E IF. IRO" PIPE RAIL RADIAL c/B CONCRETE Kac RK BENCHNARK 2 UNLESS EMBOSSED WTrH SUR,1EYORS SEAL, THIS SURVEY 15 NOT VALJO AND IS PRESEWTED FOR fNFORWTIONAL BUR ES OM, PLOT PLAN 06-74-17 2360-17 Lk 192" N. A. ND"ADIAL PC PVl T OF COPVATLRE BIB, BASE BEARING POS T 3, THIS SURVEY WAS PREPARED FROM TM-1 INFoRUA770N FURNTSHED TO THE StAr,FYOR THERE MAY 6E OTHER RESTRiCTK'wS I ROD B, POINTa K',L NINO T POINT OF TANGENCY NSA —IL & D FORMB-1,ARD FOUNDAWNIELEVS, 11-06-17 4709- 7 G.NIF Pzz. POINT Zf ,6 C-WtWENT Isc DEXRIPTIEN FINALIELE,-5. 05- 09-18 2$52-1,5 s-17 R/V RTGH7-L)F-AY OR EASEMENTS THAT AFFECT THIS PROPERTY, K Es EASENE. T A. NO tMPPOVSM&VTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN c' PE FPR1AR, LENGT -NTEPLINE q7) NO ALc CALCULATED C 5 THIS SURVEY tS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE 1P VITNESS POINT NORTH REIJFD UPON BY ANY OTHER ENTITY THIS BUILDRIGIPROPERTY DOES NOT LIE wM4114 5- DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY UNE& 3 4+' 6, L/\v L--- CEj11 1 BEARINGS, ARE a4SW ASSUMED DATUM AND ON THE UNE SHOWN AS a 6Z WG f6.B.) ice -CERTIFIER) AS,- ApTHE ESTABLISHED 100 YEAR F1091) PLANE AS PER 'FIRM' 8 ELEVA ' SHOWN, ARE 84SO ON N47ONAL CEOL17C YIERT DATUM OF 1929. UNLESS 07HPWSE NOTED, T"oNS' tr TOMX, GFUSENM S W. ',COT" RA-S # 4,ZT ZONE X MAP # 12177C 0055 9 CERTIFICATE OF AUTHORIZATON No 459$, 7- - DNTSHEID 267rL'i, I 76HOPNEROOKE PHASE 1, as recorded in Fla` Book 3`, Pct:4es 68 through 69 of tn., Public Records of Seminole County, Florldo, PLOT PLAN FOR CERTIFIED TO: Denny A. Lugo Ferrer; Inspired Title Services, LLCI First American Title Insurance; Taylor Morrison Home Funding ON StJPPL;,- P!"N NSTFjCTiO,%,S PER CLibNT"'NOF FIELD VERIFIED) LOT 264 OR 270 NOTE PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA SE-1 P ON- LINE ON LINE- 2,727 R ON L /NC = 770 S0,7 LIN G 4 A E = SO T 9 5Q.F7 aA 93 SO,FT Q) TWA l N/A SO ;77 40,0 S 9 so F71 VVAL K VIA S G, F 62 7 7 7,3,30 SO F7 cfl 576 SO F7 i 01' 'F ;C,.-,---REA CALCULATiO,1,15 I 79- SO N 89057 4911 E SET SET SET SET SET SET 22.33' 22, 00' 22. 00' I.R.22. 00' 1 22. 00' I.R. 22. 00' L R. PER DRAINAGE PLANS SE 22,33' LR. LOT5,OR69 255, 2256, 26 F-TN 0- -TE7 PAVER ITEMS ARE NOT 10. 00, IINCLUDED IN IMPERVIOUS AREAY10,00' 10.00' 3' i 0.00' 3' l000, 3' 3' LOT 264 '-JA jjAj-, LOT 255 j1 LOT 2656 LOT 267 SACLOT 268 -7AC LOT 269 CAC Aql LOT 270 7 2u O 6, 5.2' 7 6.5' 16.8, 5-2' 16. 8' 5.2 76.8, 20. 0' 7.2' 2' o COOV, V'D, Z) C) COVD, COV'D COV, -0U COVD, ONOCONC. D 161 CONC, CONC- a CONC. 6 CONC, D COV'D- CONC 16.8, 34.3' 16.8, 16.8, 16 CONC. T 2' NOT NOT 7.2' INCLUDED INCLUDED 2, 0' TWO STORY 2.0' RESIDENCE U.J 41 1) F.F.=26,32' 4 2-0 covo. COV'D.' 2.10 BRICK o v o v o CN c, C14 p C) v o Q> BRICK 6 WILLOW REDWOOD REDWOOD BIRCH REDWOOD REDWOOD WILLOW COVD. COV'D- COV'D- COV'D- BRICK 5 7' BRICK 75.7' BRICK S. 7' BRICK 5.7' 3.7'n 3 7-i 12.7 C:! 13.7' 3. 7' 0 COV 34,7' 1 j I 12.7' -,i 1 R- i 9.6, 12.7' LL BP 4 34-7' 16' 9,2' BRICK 9.2' 1 9.2' 9,0, 8.9, 6.0' BRICK BRICK WALK BRICKBRICK WALK BRICK BRICK DR. BRICK BRICK BRICK BRICK BRICK DR. DR. DR. WALK WALK DR. WALKWALK DR, DR. 25,00' 25-00' 25.00' 25.00' 2500' 25,00' 25.00' 10 , UTIL. SMT 10' UTIL- ESMT. Sr)J-T sE7 0-3 22 33 SET 22. 00' SET 22. 00' SET 22. 00' SET 22. 00' SET 22. 00' SET S;D-U,'ALK = 1 12 SO FT I, R. OFF I.R. I.R. I.R. 1,R. I.R. i.R. 16 so f--" 5' CONC. WALK ORWOVA' = 2, 30 0 45; SOFT= SO F 7 B-B-)S 89057'49" W SN3- cWA.! K = 18 so FF, j F--, MISTY GROVE LANE 40' RIW) TRACT A j92D USEIV2V A-1 ASOC. AIV SUflVEYORS EB-SCOTTIVC. T POT- IxTn FTll 7 0. LINE DPIit DRAINAGE D BI&L BIJ% DlNG LINE DELTA N07ES 22. 33' ON S'-, FT, LINE 5Q, F7 24-0 SQ. F-1 PAVEP EN-P), = 36 5 0 11 f 02 SO F7 NIA SO, ON 0 PAVER DP' v,---,VAy= 225 SO FT LINE 4/c PAD = 9 50. FT PAV'R '4ALK1' AY = 48 S07. PFV;OIUS - 60 61 7,254 SO Of. LIN 1 A P , ON JO WA I' Sl- SO FT. OT-1 AP AS Av7- 2,265 S YJFT C-) 2'5 S 7 0 SIOLWALK 158 SO FT L Sf'D 6T SO F7, LOT 267 NOTE: PAVE,'? ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA P., SET 7,73' I. R. 0-3' OFF LOT = 2,090 S 0 FTJ 324 50, FT 259 SO FT ate. E FNTPY = 68 SO FT LANAI = 102 SQ. FT, P/,, -P DRIVEWAY= 261 So , ;T IL -WAY 261 SO FT. AIC -01A.0= 9 SQ, F, PAv-,'P WALKWAY = 25 SO. 5,7 7 1, 794 SO" , SO:', 54? SO FT P/w = 176 APPON - 30 StDEVIVALX iio S00 36 ARtA = 2, 256 DRIVEWAY = 291 578 5400 E. COLONIAL DR. ORLANDO, FL, 32807 407)-277-3232 FAX ( 407)-658-1436 LIE t I- = 20DRAWN BY.- Scl-T SOFT SOFT SO-.`-! 50, FT - SO. FT. SO. FT T, PA,C, 1PI JINT OFREVERSE -kfiZVATVR1- Cacn 01Z BEARING, I LINDERSIG EDDOES HERE CERTIFY T IAT 7716 SURVEY V--ETS THE MINIMUM TE H "Y THE N BY C NICqSTANDARDSSETFORTHDATEORDERN, PLAT PCINT CFP90LND CiQVATL3PE VDFC- 0= rEWE 07 IL, UTII-171 HE THE FLORIDA BOARD OF PROFESSIONALLANDSURVEYORSWCHAPTER -0-17 OF 7 FIOPOA ADMIMS7RA, CODE FIELD C/1 z C WCRETE K :X R I BCwH.ApK VE NO PRE MA iAL 111EI ONLY, 2, UNU:SS EMBOSSED WITHSURVEYOR'S SEAL THIS SUP' Y 15 NOT VAUD A IS PRESENTED FOR INFOR " PURPOSES 1 OT p 06-14-77 P- PI -AN 2360-17IP1:2 1.12- P,C PT PCINT EF CU 4ATLOZEPCI.i 017 TANGENCY BID, BAIIE BEARING 3. THIS SURVEY WAS PREPARED FROM TITLE JNFOR4477ON VRMSHED TO THE SURVEYOR, THERE MAY BE OTHER RESTRICTIONS FORMBOARD FOUNDAT70NIELEVS. 1i-06-17 4709-17 CJ4 CONCRETE OR)K-N- pDL P's RmNi OF BEGINNIN, OF CCMC.CE-ICIT DESCRIPTION lAlt t DIEK P/Y RIGHT-01-A OR EASEMENTS EK4T AFFECT 7)*S PROPERTY Fil,14L/ELEVS, 05-09-18 2852 -15 5% PA, ID-1 7 R RA ILIS Es.,. E-S0,ENT 4 NO UNDEPOROUND IMPROVEMEN-)S HAVE BEEN LOCATED UNLESS OP4ERWISE SHOWN, P,Ec, TALC.-ALC ATEJIJp I- COVEREDFF.FINLSICII FLO, ELEVATION L ARC LENGTH I CeNTERT-ImE 5, THIS StIJPVEI IS PREPARED FOR THE SOLE 5ENEF7 OF TI405-1 CERPIZED TO AND SHCAA-0 NO' BE THIS BUILDING WITNESS -GINT NORTH PROPERTY DOES NOT UE WITHIN RELIED UPON BY ANY OTHER ENTITY, 6 DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED 70 RECONSTRUCT BOUNDARY LINES. CERTIFIED FIRM, 7 BEARINGS, ARE EASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING(8,B) THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER a ELEVATIONS, IF SHOWN ARE BASED ON NATIONAL C&OD-171C VEP77CAL DATUM OF 1929. UNLESS OTHERWISE NOTED. TOM x GFUS 4 W SCOTT, P t # 4160 ZONE x MAP # 12 7 ! 7C 005, F 9 CEPTYK7 ,17 OF AUTHORIZATION No. 4596. ry 1 FURNIS.HED. THORNBROCIKE PHASE- 5, os recorded in Plot Book 81, Poges 68 through 69 of the Pudic Records of Seminole County, Florldo. PLOT PLAN FOR CERTIFIED TO: Ryon Morgagliotti & Chelceo Fowler; Inspired Title Services, LLC,- First American Title Insuronce Compony; Toy/or Morrison Home Funding SAS"0 ON SUPPI_1-11am PLAN AT4D1aq PER FIE; D VERIF;;- LOT 264 OR 270 NOTE: PAVER ITEMS ARE NOT INCLUDiED IN IMPERVIOUS AREA 2,72- LiViN6 = 770 SO APAGE 458 SO 'IT PAVER _rAITPY 4 S 11. ', , I 1iNA 3 SO, F7 31P E EZ EWA N/A sJ- r vE P DP1 1E,,iA)1= 4(C, SS.7,, Al- PAD = 9 SOF-1, PAYS-" IWALKWAY SG, FT fi E R VIO I,, S 62 7 SOD 7rJ F, SET 1. R. ON LINE ON LINE 0 173) QCCIS ON- LINE 79 SQ, F-1 22.33i. R, OFF r7 tI-,Nv-SCAPE1'PE,N SP4i,- -t I- -- - I; I, " E N 89057'49" F SET SET SET SE SET SET 22.33' 'R 22. 00' 'R. 22. 00' I.P.22. 00' I 22. 00' I.R. 22. 00' 1R 0.00' A DC 0' 1- 1 C 00' JA C 7000' - 70-00' 10,00' 10,00' LOT 2154 LOT 265 1 LOT 256 LOT 267 LOT 265 LOT 269 AC AC ) LOT 270 7,2' 20. 0' 5.2' 6.8' ZOUD 5.2, 16.8' 20.0' 7.2' COV'D- Z) '01 COV'D izl -c, COV'D. Covr, Q, CONE.6 6 CONC. Ci CONC. 6. CONC. 1 COVV 2CONC 16 16.8, CONC. 34. 3 16.8' 16,8' 2 ONE. 7.2' NOT NOT 7.2' INCLUDED INCLUDED 2. 0' TWO STORY 2.0 RESIDENCE F.F=26.32' 2. 0 CDV'D. CS COVD. 2.0 BRICK c, Z5 Q N Z CIA D BRICK V) V) V) V) EE WILLOW REDWOOD Z COV'D. COV'D. COV'D. COV'D. BRICK 5. BRICK \ 15 7' BRICK S. 7' BRICK 5,7' 'ED 3 7 In C j3.7 n C> 116 12.7' "Zi N,-i3.7' 34.7' C IZ 7' 9. 6, 4 LL 4 12.7' COV'D. BRICK' 34.7' 75' BRICK 9.2' BRICK RICK WALK 9.2' BRICK BRICK 9 2' BRICK BRICK BRICK 9.0, BRICK BRICK 9' I BRICK 16.0, BRICK OR DR. DR. WALK WALK DR. WALK i DR. WWALK DR. DR. 25.00' 25.00' 25.00' 25M' 25.00' 25.00' 25.00' 10, UTIL. Ll 10 UTIL. ES MT-174 RNSHED PER DRAINAGE PLANS SET 22.33' ,R LOT 265, 266, 268, OR 269 NOTE: PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LINE ON LINE CC r. C\2 IZ) IS ON LINE I P.C. L07 = 2 0 9; EO F7 I ! 01ING = 394 S,) F7, C,-t?Ar,- 249 SO FT PAVER ENFIR,1 = 36 SOFT ANA,! 0 Sr,F7 BPEEZEw-, Y SC, F7 PAVEP DRIVEWA'= 225 Sv F-T A/C PAP 9 so r-I K , Sr F7PAVERWAI "'Ay 48 WPSRVIO'Is 60 2F,4 SOD 1; 7 Sr APRON JC SO FT SILEWA! I< S F7 SOD AHLA - 2,2696 so 1- DP,'1,1E*e1Ar' = 255 S1,1_1 SIDEWALK = 753 SOFT. SOD = R Al 7 SO F"T LOT 267 NOTE, PAVER ITEMS ARE NOT NCLUDED IN IMPERVIOUS AREA I (-)! 2,090 CJ r? b0;VG 32,f SO FT. GARAGE 25-9 S(11 FT PAVER ENTRY 6F SO --T LANAf; 702 SOFT PA'VER DRWEviAy= 261 SJ,7 DRIvEv,Ay 267 5o.FT, A/C PAD 9 SO. FT PAV--q INALKWAY SO FT, IMPE OOIJS 6 7 Sol, F42 O FT I R/w = 776 SET 1. R' 22. 00' SET 22. 00' SET 22 00' SET 22. oo' SET 22.33' fsET '-7.7., APPO;,4 = 30 1. R, 22. 00' sE7 1. R. I.R. I-R. R. SIDEAVALK = 110 AP, EAS 5 ' CONC. WALKOTAL AREA, 2-300 r,R1VEvvA 4 SI), r- SO F7 B-B.)S 8905749" W 5 D I-INA L ;Ie MISS T Y GROVE LANE (40RIW) TRACT A j i US-EV-4vi'l FrERSCOTTASSOC, 1A1'C - -LA-IVD SURVEYORS LEGEND 1 1, PONT ON LINE SP.IN, DRA.' 351. $USlDINGLINE D DELTA NOTES: T,P. ppz: TYPICALPOINT orREVERSECUR-T-- C1FC C AIN LINK FENCE C Ca C*CRZ) REAPING, OF 1, THE UNLIERSiONED DOES HERESY CERTIFY THAT 171IS SURVEY MEIS THE MeVULW TSCHTOCAL S7ANQ4R S DS ETFORTHBY P PL-, fx PC* K CPv, 'ZD vDFC, OCID FENCE UTIL U, ILITY THE FLOR' 604RD OF PROFESSONAL LAND SURVEYORS IN CH- 5U-17 OF THE FLORIDA ADWmETRATIVE CODE FIELD RI' T" TADIAL RADIAL C/B CONCRETE BLOCK Ai POINT OF CLIRVATkRE B.M. BENCHMARK BASE T) 2 UNLESS EMBOSSED WI7I4 SURVEYORS SEAL" THIS SURVEY IS NOT VALID AND IS PRESENTED FOR 7NFCPU4ITO1AAL PURPOSES ONLY LR. IRON ROD C.4. CONCRETE o,- NA, P- 11B, NUN POINT IFBEGINNING P. POINT OF TANGENCYNaD BIB, KARIW, AIL t DISK 3, THIS SURVEY WAS PREPARED FROM TITLE INFORmA77ON FURNISHED TO THE SURVEYOR THERE MAY BE OTHER RESTR;CTY*IS SET 1A RIC ADD CS` rDs -ENE.1 PFI?-t T IfF:RENC[ DESC, DESCRIPTION R RADIUS R w RIGHT-OF-1 EASEMENT OR EAS04ZNTS THAT AFFECT TINS PROPERTY. A. NO UND E-R,,POvNI) imPROvEmENTS HAVE SEEN LOCATED UNLESS OTHERWISE SHOWN, CALL CALCu. iEC FINISHED FLOOR ARC LEH3 7,4 CENTERLINE 5 THIS SURVEY 6 PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT aE 0,3' SOD 35 OFF TOTAL AREAS;- AREA-2, 266 DRIVEW-Ay 291 SIDEWALK ;,3 SOD 578 5400 E. COLONIAL DR, ORLANDO, FL, 32807 407)-277- 3232 FAX (407)-658-14515 SCALE I 20'----; DRAWN BY; SQ,F7 SO, FT SO. 7 30. F7, so, , so F- 1, DATE ORDER N.. PLOT PLAN 06-14-777 2360-17 FORMBOARD FOUNDATIONIELIEVS. 11-06-17 4709-17 FINAL/ELEVS. 05-09-18 2852- 18 CERTIFIED 6Y TOM X i;RUS-N I M--A # 4 7 JAMES W. SCG17, P L S # 1801 i VP, = vITHESS PONT NORTH I RELIED UPON By ANY OTHER EN77TY 6 DtWENWNS SHOWN FOR THE LOCATION OF 34PROVIEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT 90UNDARY LINES 7 BEARINGS, BASED ASSUMED DATUMAND ON THE LINE SHOWN AS -aASE BEARING 138,) 8' ELDVATQNSAIFE - SHOWN, ARE SASEDTON N477ONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OT,4ERW7SE NOTED. 1 9 CERTIFr-ATa OF AUTHORIZAPON Na-4596 13 1--> 7 THIS 81) ILDIN61PROPERTY DOES NOT LIE WITHIN 100 YEAR FLOOD PLANE AS PER F_IP THE ESTA&L)SHEDI 'M, ZONE x MAP JI 127 7 7C 005D F DESCR`PTi',' A FURNISFEI) t 69, THORNBROOK-E PHASE 5, os recorded ;n Plot Book 87, Pages 68 through 69 of the Public Records of Seminole County, Florida PLOT PLAN FOR CERTIFIED TO: Toylor Morrison of Florido, Inc. PPOPIOSE7 ORIIVAT 011ti S iOIWN BASED - D , N ,L"ED PLAN ANO/OR !NSTw,(-Jop'S Pp HELD VERIFIED) LOT 264 OR 270 NOTE--. PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA SET 1. P. ON LINE - ON LINE LOT = 2 !"- SO F-,, ON LPONG = 77C SO FT, LINE GARAGE = 458 SO FT PAV; -- NTPY SO. FT So F7 SO, F- BREEZE ' = ; DIRvEWAK- 4 r, 0 SO "7 A/ C PA:" SO, F7 PAVEP ' WA! KWAY S 0 FT IMPE V:0US 9l 7 Z SO FT 3SO. F7, R/ V/ SO FT C AT 89*57'49" E SET SET SET SET SET SET 22. 33' R. 22. 00' R. 22. 00' 1 P- 22, 00' I.R. 22. 00' lf- 22. 00' R. PPC FINSHED SPOT PER DRAINAGE PLANS SET 22. 33' I'R LOT 265, 266, 268, OR 269 NOTE: PAVER ITEMS ARE NOT NCLUDED tN IMPERVIOUS AREA 7 3' 0, 00 10.00' 70,00' Ij 70,00" 3' 3, io 00' LOT 264 -AJDC-Y LOT 265' i±-CJ LOT 2,56 LOT 267 LOT 268 -4,rAC] LOT 269 1 AC KCI-, LOT270 7.2' M 0' 16.8' 5.2' 16.8' 16.8' 5-2' 16.8' 5-2' 16.8' 20.0 7.2' COV'D.. COV'D. COV'D. COV'D, COV'D 6 COVC CONC, CONC. CONC COI 6 NC' CDNC. 15,8' 34. 3' 16.8' 16,8' 16 CONC'-- 7.2' NOT NOT 7-2' INCLUDED INCLUDED, 2. 0' TWO STORY 2.0' RESIDENCE, F.F.= 26. 32 A2. 2-0 COV'D. COV'D. 0 BRICK U BRICK 0 C, 0 M WILLOW REDWOOD REDWOOD BIRCH REDWOOD REDWOOD WILLOW 17 COV'D. cov' a COV'D. COV'D. BRICK5.7' BRICK \ 15,7' BRICK 5. 7'/ BRICK 5.7' C, 0 3.7 72.7' nF TJ3 7' n)3,7' 34.7' C C> p 012.7' i- 9,6' 4 12.7' COV'D. COV' D 0BRICK4 34, 7' 16' BRICK 11 79. 2' BRICK BRICK WALK K 9,2' 1 R RICK I BRICK 9.2' BRICK BRICK 9. 0 BRICK B BRICK 8.9' BRIC BRICK 16. 0' Bp BRICK 1 OR, DR. WALK WALK DR. WALK DR, W K WALK DR. DR. 25. 00' 25. 00' 25.00' 25.00 25.00' 25.00' 1 0' UTIL. IS,-T- 10' UTIL, ESMT. b, APPON SOFT. SET 0--" 22.33' SIDEWALK j,R. OFF S 0 , FONLOT2,090 Sl;. FT. LINE GARAGE A Sy F-1 PAVER F"47PY ; F SO F7, EZEWAv RISE ON PAVERDPIVE` 1'Ay 2 25 SO FT, LINE c PAO, 9 So F7 PAVER NALKNA- SG F7 IMPER""GILIS 'Er 2f SCI, F7, 50D 5121 SOFT P/ vv S0,071, APRON S 1, FT- S; D E WA L K SOFT I -00 so F1, F-7 CAL A P- --- AAA 2 2559 S 0 C7 JPWEWA"" 55 SO F7, S!-DEWALK t* -5 8 SC F-1 Q5 I_ 52-' -5 LJ IT. Q) LOT 267 NOTE.- PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA 1 ON LOT AREA ON ICACULAT;ONS- LOT = 2, 09r SOFT. LINE GONG = 824 5Q, 1, GARAGE SQ,FT, PAVER E,'4-"Py 68 SOFT LANAI SaFT, P-' VEF 2,51 Sr FT. DRIVE NAY = 251 SQ,, C7, AIC PAD 9 SO F-1 WA I K AA y 25 SO F-j, MPERVIOUS - 5 7 4 SOD -42 S- F" P. C. OFF LOT_ AREA CAI! DONS R/w = 17,5 5 0 F-I SET 1 APRON = -30 SO FT, SET 22. 00' SET22. 00' SET 22. 00' SET 22. 00' SET 22. 00' SET 22.33' i_7.7,3' t I. R. 1, R- I.R. I.R, J.R. 1. R. I.R. ! SIDEWALK = 110 SG_FT_ tzoiD 6 SO 7 TO TA L A2: EAS--"- 5' CONC, WALK AREA = SO F-1 B-6-)S W DRI(VEWAY , 451 S) FT 89057'49" DEWALIX 178 50 FT MISTY GROVE LANE (40' RIW) TRACT A j92 7 T77 CRUS'EiVIVEKER- SCOTT ccAS)S)0C-;' LVIC - -LAND SUR VF YORS.__ I-aL LEGEND PO' 111 ONLIHE DRAM DRAI S.S L ML' I LINE D CELT NOTES: TIP. PRC' TYP-' 01 701 P1VERSE C'Li'"r6 CHAIN CC B CHOR CHORDBEARD{[, THE UNDERSIONEDDOES HEREFY CEP77FY THAT THIS SURVEY MEETS THE AVI TECHNICAL 7, VEY STANDARDS SETFORTHBY V PLAT PC, PM., C' Co" P0 vam UTIL, UTILITY THE FLCRIDA &OARD OF PROFESS)ONAL LAW SURVt-YCRS IN CHAPTER 5)-17 OF THE FLORIDA ADWMSTRATIVE CODE r-D RAD- LP IRON PIPE CDNCkET Pz" POTNT C' VA T BENC-ARK 2 UNLESS EM60SSED WITH SURVEYOR'S SEAL THr- SURVEY IS NOT VALID AND 15 PRESENTED FOR INFDR94WNAL PURPOSES ONLY LR' IR%N ROD POINT OF P1, POINT T y I'l, I, BASE KNZI,, 41- & IM 3, THIS SURVEY WAS PREPARED FROM TITLE INFORMATION rltRNISHED TO THE SURVEYOR THERE MAY BE OTHER RESTRICTIONS C,K CONCRETE 0,, IENT P.H. PO 1 ,T OF COWCNCZ ENT DESC.. DESCRIP R/1 RIC-, -OF- 44Y OR EASEMENTS THAT AFTECT THIS PROMER7Y. SE 3p 7 - 1/" LR' -LB -5A6 PR V PECOV, PERHAW.T RADIUS ES." FASE*tENT 4 NO UNDERROUNO ;MPRO EMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. CALCU.-ATED F. F111THE' 11 CIOP CLEVA-1 ION LEI L AR, 5T. ICENTERLINENORTH 5, THIS SUt, F, IS PREPARED FOR THE SOLE SEAIEFTT OF THOSE' CERTIFIED TO AND SHOULD NOT BE ALC I? ITNESS MINTTHIS RUILDINC/P.IROPERTf D ES NOT LIE WITHIN PEU0 UPON By ANY OTHER ENTITY 5. DIMENS*NS SHOWN FOR THE LOCATION OF mPROVSA4VV7$ HEREON SHOULD NOT BE USED TO RECONSTRUCT -BOUNDARY UNES. 7 BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (43,S) CERTIFIED BY., 4) THEESTASUSMED100 ' fFAF LOOD PLANE AS PER 'FIRM* 3 ELFVAT*NS, IF SHOWN, ARE BASED ON 1144TONAL CEOVEIT)C VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. TOM X r4p7 DAMES ' k SCOTT, P L 5 # 4807 ZONE X MAP f 1117,1 0055 F 9 CERTIFICATE OF AUTHORIZATION N., 4596 SOD 35 SO, FT OFF IA-' APLAf AREA = 2.266 SQ. DRIVEWAY = 29; SOFT. S 11 D EIWA L K 35 SC. F7 SOD -/-8 SG. r7, 5400 E. COLONIAL DR, ORLANDO, FL. 32807 4()7)-277-3232 FAX (407)-658- 1435 SCALE -7-= 20'- DRAWN BY: •.. DATE ORDER N.. PLOT PLAN 06- 14- 17 2360-17 FGRUBOARD FOUNDATIONIEL.VS. 11- 06- 17 4709-17 FINALIELEVS. 05-09-78 2852-18 z Z- VURNISHED: !ct 971 THORNBROOKa RHASE 5, os recorded in Plat Book 87, Pages 68 through 69 of the Public Records of Seminole County, Florido. PLOT PLAN FOR CERTIFIED TO: Taylor Morrison of Rondo, Inc, ff PROPOSED ;NFORMATr0!',` SyOVVN 3AS__O ON SUPPLit, , 0 PLAN I ANDIOR INSTRUCTIONS PER i LIEN; (NOT FIE,__D VERIFIL-0) 1 LOT 264 OR 270 NOTE.* PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA LU 2, 12 7 S 0 FT 770 S01 71' GAFIA6E 458 SO FT PAvEP ErJ'7py BREEZE WA IA S Do , F T IVEP DVVAY- 400 S , F T. 41C P'4" 9 so :7_ 6 SO.FL JmP_'- P'V,'0US F! 7 3jo SQ F7 SOD 375 SO FT R1W 179 SOFT. APRON = 51 so f-, SIDEWALK = 112 SOFT. SOD = 16 so FT, LA" _ N SloAISICJAAGII,';, L -_NC-/ TIDTIE V 89o57' 49" E SET SET SE7 SST S E-1 J'p. 22.33' I.R.22. 00' 1-R SET 22 00' 1.? Pp nn' i-R. nn' L R, 99 nn' SET i;: 1 4,7 " PROP , IL - I 1 1 PROP"S", "NSHED SPOT GRADE ELEVAT!'ONS1 bq I X'l'3 PER DRA;IIJAGE PLANS 22.33 SET 1 R, LOT 265, 266, 268, OR 269 NOTE: PAVER ITEMS ARE N07 INCLUDED IN IMPERVIOUS AREA LOT 2, 54 G, 00, J ILC t_ LOT 265 0, 00' AC 1 0- 00' 3' 70.00' Y 10.00, '3' 1(AC L' I O 00'r LOT 266 iAC 267 LOT268 LAC LOT 269 C LOT 270 ON ti,) LOT t I _L LINE- 7- 2' 20, 0' 16'8, c, 16. 3 5 35,2' 16. 8' 5.7 16J3, 20. 0' 7.2' ON COV' D D COV'D. COV COV'D. 1 ': COV'D. LINE il'COV' D CONC.' 16 61 CONC. C')'C' A15 CONC 10 CONC. 34,," 168, COV'D colqc. ON LINE 7. 2' NOT 7. 2 ON INCLUDED LINE 2. 0' TWO STORY RESIDENCE 2. 0' 2.0 4J LU LQ LU F.F.=26.32' COV'D. BRICK Q, COV'D 2-0, BRICK QJ CI o' Q) 0 C7) Q> V) JFF. E= 26.3' I COV'D. COV'D. COV'D. COV'D_ BRICK 5. BRICK 15 7' BRICK 7, BRICK 5.7' 3.71) 3.7 In Q 12. 7' i3.7' 7' ON I - INE 34.7' 1 9. 2' BRICK BRICK WALK 1Z 7' v T 9. 2' L BRICK BRICK I 9,2' i BRICKBRICK014 72.7' 141 BRICKC' K COV'r) 34,7' ON LINE 15' BRICK L 8 ICK 5.9' RIC 15, 0' B RICK DR_ DR. DR, WALK WALK DR. WALK DR OR. BRICK K DR. DR, 25,00 2 1 5, 00' 25.00' 25.00' 25.00' 25.00' 25.00' 10' UTIL ISMT. 10' UTIL_ ES'vT.1 1.R. OFF ZZ, (A) zz. 00 '111 22. 00 22. 00' SET 22. 00' SET 22.33' R. I.R. 1. R. I. R. I.R. TOTAL APE7— S—__ i5' CONC. WALK 4,51 SOFT. IF ' B- BJS 89057'49" W SIDEWALK = , MISTYGROVE LANE (40' R1W) TRACT A 7 T- 7 CR USEATIvi1't,'R S COTT A S- HOC, IAC. - L4VISUR VE Y0jS LEENPZ'L POINT OLlt TI TYPJCA N-4 PSL BUILDIK -TBACX NIE DELTA NOTES' p = PLAT PA-c- SNT T)' REVERSE CLR-#? CLfC, C' IN LINK FENCE CHORD OIZRD BEARIN-1 I THE UNDERSIGNED DOES .-IRE-6y CERTIFY T?W 7tftS SURVEY mEET"S THE MftWQA4 71CHUCAL STANDARDS SET FORTH 8, F FIE, pt", U,., or CE'Gu'zRAD, RADIAL VDXC 13= FF_F C/B CaNCKTZ K UTTL IJTILTF THE FLDR* EA &1ARD C LAND SURIZ,IRS IN CHAPTER 5,1-17 OF THE FLORIDA ALWJN6TP43NZ CODE I.P. !PC. PUIF Ral)BASE P.C.?0L.T OF BEAR2 UNLESSEM605SEDWITHHSUP,-.YOR" 5 SEAL THI SURVEY 6 007 VAUD AND IS PRESENTED FOR JN'DRAMDONAL PURPOSES ONLY Pas.Rol T' C4- CONCRETE Or C6'r -ILC RUNT 3 I-R, ASA y XSpALSAILLDISXZF-,. y 7 3 THIS SLJJ?v£yWAS PPEPAPE& Ni' ORMA77ON .17,1PNISHES To 7'E SUP,— THERE MA BE THEP CT TH;S PRORERTr. OR, J, pC,0 OR EAS-U_ 73 THAT A—Z RE, REC RE, FL ELEV TIO. SEKNT I NOUNDERIOPOJYJO IMPROVEMENTS &EEN LO 3TED UNLESS 07J,E r j CA )W SE SHO, CALL.CALC ATED 1zV.P. C CIFTERLINE117';FSS PMM', NORTHTHIS SURVEY IS PREPARED FOR THE SOLEBENEF7 OF THOSE CERTIFIED TO AND SHOULD , NOT BE REJJED UPON BY ANY oniE,? ZNTTr, C£RTJFJc. D BY THIS 9LJjLDjN(,'1PROpERT- DOES NOT LIE WTH114 15 D'M`NS1&4S SHOWN FOR THE LOCATION OF WROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY ONES. THE ESTABLISHED 100 YEAR FLOOD PLA,14E PEP _, T?M_ 7 RZARVAIGS. ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE 6 jRNS 45 E TOM C AS S 'U'VATIONS, JF SHOWN, ARE BASED ON ?,AT7CN GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHEFIW7SE NOTDD, 474 X. GPOSENML-)V SCOT, RLS 43'-',l ZONE1( VAP 912117,7 0,'t),5 9 CEPTIr)CATF OF -UT10P?ZAT?ON N, 159,5 a ra LOT = 2 1. C 9 C 50 , T L inG = e;4 F7 GARAGE = 24t, SO 5 0 F T PAVER DRIVEWAY-: 2 2 SO i-T A/ C PAD = 9 O F' 2 52 7 Q F OFF L!o" ' 47, 7-7-7 S:, c7 N Q 50 FT SJ,F7, T J' AL4F'EAS: C4 2. 2166 T SO l DRIVEWAY 25` SIDEWALK = 15d so FTLOT267 T S NOTE. PAVER l S M TEEP MARENOTOUNCLUDED IN IMPEJ;,' WOUS AREA L01 = 2, 09., SO 77 L'mNG = 824 O 1; T, GARAGE = 25 SQ FT, PA'vE,; ENTRY 68 So F, LANA' SG T PAvEP DF;vEWAY= 26 SCFT DRIVEW 25? 5 11") - F T PAD = g SQ FT P,VER WALKWAY 5,- 7 VPEP'140US= 57 7, 94 C SOD = 542 Su--, OFr JOT_ AFEA PAW = 176 S IQ F7, APRON = 30 SQ, F7 SIDEWALK = 110 SO,FT SOD = 36 SO ff TOTAL AREAS AREA = 2, 256 SO, FT 29 7 so i`-11' S!DEVIALK = 735 SO FT SOD - 578 SO FT 5400 E_ COLONIAL DR. ORLANDO, FL. 32807 7) - 277-3232 FAX (407)-658- i 436 SCALE -- - - 20' DRAWN BY. DATE ORv£R No. PLOT PLAN 05-14- 77 2360-17 FOPM30ARD FOUNOATIONIELEVS, 11-06-17 j 4709-T7 05-09-15 i 2852-13 P. C. 7SET 7.73' 0. 3' OFF C V"