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3770 Saltmarsh Lp (2)
u Lcyc t 1 D1;1 U - CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: J 3 CD9 Documented Construction Value: $ Job Address: 5-Historic District: Yes No Parcel ID: l ' - Cj Residential Commercial Type of Work: New z Addition Alteration Repair Demo Change of Use Movc Description of Work: Plan Review Contact Person: Phone: CIC.Q 1 Fax: Property owner Intormation Name Phone: Street: l `I r lPen,_LQC, 1 1 a-`/ Resident of property? ry City, State Zip: k_P1-\1LJL -N*',"I 3 `P N-) Contractor Information Name S laCh ' ( 4—>, c c- t LL-C Phone: 46)- QQ4:' Street: -1 FC tL_s 1 G . . S4- Laq Fax: qD7Z) (--Q City, State Zip: _LC Y a'Y1(Lfl4 L State License No.: ''' IS- 3y7+ Architect/Engineer Information Name: _ 1 hC c1 . Phone: als (-.Qq l 8f)o I J Street: aC) Cfk!= "2 SN_ Fax: City, St, Zip: _04-Y-,h(_ A E-mail: i jPS f31t %-A kefr,\ \1 i i Bonding Company: [ Mortgage Lender: 4i `;A Address: Address: N WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulati jig 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: 5t6 Edilion (2014) Florida Building Code Revised: June 30, 20)5 Permit Application I Iy.s I NOTICE: In addition to the requirements of this pen -nit, 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 petrtvts required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the pernvt 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 pen -nit 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. g121,7 Signature of Owner/Agent Date el c. L c S-kin IPn L,, nerl/Agenu's Name Signature ofN ary-State of Florida Date Shayne Mange1 NOTARY PUBLICOFFLORIDASTATE CO a s'l 1202- ) Owner/ ersonallyowrt'to Age or Produced fD Type of I.D Signa of Contractor/Agent Date Print Contractor/Agent's Naine JaL" -M C.", 1 h a - Signature of otary-State of Florida Date Tpp Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm# GG11311— Co /A dj orally Known to Me or Produced ID Ty trFJ--- BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingEl Electrical Q Mechanical® Plumbing© Gas[:] Roof Construction Type: N(5 Occupancy Use: _ Total Sq Ft of Bldg: Z3 5 C y lMin. Occupancy Load: Z3 Flood Zone: K-6f A 7T A&A4EP t Z # of Stories:-7- New Construction: Electric - # of Amps ISM Plumbing - # of Fixtures 1-7 Fire Sprinkler Permit: Yes No ® # of Heads APPROVALS: ZONING:111(1UTILITIES: ENGINEERING: MZ L oA--?P (7 FIRE: Ok to construct single family home COMMENTS: _ with setbacks and impervious area shown on plan. BL". e`lo ;r"e. 182-( P \J04oyr C-kv-S, CrL Fire Alarm Permit: Yes No ] WASTE WATER: BUILDING: ' W 4• >-)- 17 Revised- June 30, 2015 Permit Application. Page 1 of 1 THIS'! PREPARED 6Y: I illlll IIIII IIIII IIIII IIIII "III Ilii IIIITHIS' SmrfsM HomsaFbdda,llC GRANT nALOY, SENINOLE COUNTY x .It. Meev_ FL 32748 CLERK OF CIRCUIT COURT b COMPTROLLER BK 8969 Ps 838 0P9s) CLERK'S a NOTICE OF COMMENCEMENT RECORDED'08/010/02010111:11:18 An RECORDING FEES $10.00 State of Florida RECORDED BY hdevore County of Seminolel, _ Permit Number. 1 / 93 0/ Parcel ID Number. 17-20-31-502-0000- 011 O The urhdersigned hereby pivee mottos Ihat improvement will be made to certain real prop". and In accordance with Chapter V3, FtorWe lehAee, the foikrwirlg InformationIs provided in this Notice of Commencement. DESCRIPTION OF PROPERTY. (Legal description of she property and street address 9 avallable) Wyndham Preserve. PB 81 Pgs 93-102, Lot 11 - 1 Address: 3-110 Jr.Pi-mA+s-, 1 ,oP. 1r>r -.A F4--- 32,'1'11 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Sute 200, Roswell, GA 30076 Fee Simple Title Holder (it other then owner) Name: NA Address: CONTRACTOR: Nam; Starlight Homes Florida, LLC Address; 1064 Greenwood Bled Suite 124, Lake Mary, FL 32746 Persons within the Stab of Florida Deagrnbd by Owner upon whornh not)m or otAar documents may be eswed as provided by Section 713.13(1Nb), Fbrlda Sbtutm Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Llences Notice as Provided In Section 713.13(1)(b), Florida SU&Aes, ExPlnstlon Data of Notlm of Commencement (Tire expiration dab le 1 year from dab of recording unless a different dab Is specifled) WARN/NG 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 INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, ) declare that 1 have read the "oing and Oust the facts stated In It are true to the bast of my belief. QQ k svWb o 0~0 Pr~ Nan. FlatlaVAPM 71313(1)(e): ' Thecww nnxYox er n00wo/ mm4nm1vt rednoonedel moor M p4e Ib sip „No or rnr qe.d stow of Flof :a..- County of The forWing IrrsWum ni was acknowledged before me this dsy of by C -e LC - Who is personally known to me LT Men. of PennmYye rl prnerN OR who has produced Identification type of Wentlflgtlar produced: Sheyne Mengel NOTARY PUBLIC STATE OF FLORIDA y Comma GG1131 It Expires 6121/2021 Book8969/ Page838 CFN#2017080901 Page 1 of 1 http:// off)cialrecordsbv.seminolecIerk.org/BrowserView/ 10/10/2017 L a,r tl CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 95, Job Address: i _:' 0 S06AZYr C L F",F _ Historic District: Yes No Parcel ID: l + Type of Work: New Description of Work: 1 I Q Residential Ercommercial Kf Addition Alteration Repair Demo Change of Use Move Plan Review Contact Person: Title: Phone: Fax: Email: 3kn,a o 2 S-{CLr(14 Property Owner Information r.S - Cates Name nL,__ OnA l .1 Fi LLC Phone: LICE- (q , 7 c Street: 1Q QLI' C{-fin YfaJ \ cL . a' Resident of property.: City, State Zip: Contractor Information Name SAack ntA_- treS Rcr C t-__ J WC Phone: 40-" U43V Street: C-1CFtE)ntxl 1 &y-8 . . S - iaq Fax: City, State Zip: La=U_ rrvirs4 ,L. , o State License No.: 0-C-1 S,_, Q-Q,393' Architect/ Engineer Information Name: Street: P-C) 2LL.A_, City, St, Zip: (\G(— Bonding Company: 1 G Address: Phone: goo I Fax: E- mail: 1 j4ZS rrli sA herr V _k Jp.Ci Mortgage Lender: ' 1 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 pet -formed 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: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner 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 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. JW 17 Signature of Owner/Agent Date Pri er/Agent's Name ou R)A-4- Sipature of N -State of Florida Date Share MangelNOTARYPUBLICSTATEOFFLORIDA Co a row 1202Owner/ personally I to Me or Produced ID Type o ID Signs of ntractor/Agent Date 2clap'4 t a I I Print Contractor/Agent'sName 11 Signature ofNotary-State of Florida Date 5bayne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm# GG71311 Co /j31 d onally Kno to Me or Produced ID T BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical PlumbingGas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories New Construction: Electric - # of Amps Plumbing = # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING:. UTILITIES: '%" WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application. Lc- l l Revision Response to Comments D City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 6 L Q 1 Submittal Date Cla- c Project Address: C` _l f-,C r.Sl' LC) Cl Contact: 4 c1e ry-0 r Q, Ph C1 Fax: Email: 'ZP ('lC o l"' S4C3-r tG 1' (r`j(Y`f S o LtJiY Trades encompassed in revision: General description of revision: 0 Building Plumbing tar AD re¢r rye e Electrical ca r— Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building sf- Q- 2-7 - r 7 4• STARLIGHT ASHTON WOODS HUMS September 22, 2017 Shayne Mangel STARLIGHT HOMES — ORLANDO 1064 Greenwood Blvd, Suite 124 Lake Mary, FL 32746 Subject: Brisson East/ Wyndham Preserver Permitting Comments Plans updated for the follow codes based on review comments on the Architectural plan set FBC 107 Reference: Addressed the following comments 1. Plans must be a site specific plan set 2. Index on cover page should be consistent to the pages present in lot specific plan set. 3. Remove Call out for 200AMP if it was present Shayne, Per your request we have addressed the Architectural reference items on the enclosed site specific plans sets. Please use the new site specific plan for your resubmittal. We have revised these comments and will include them on any future lot specifics plans. If you have any questions or would like any further clarification, please feel free to contact our office. Respectfully, Adam Weaver Vice President of Purchasing and Starlight Product Development Ashton Woods - Corporate Headquarters 1405 Old Alabama Road, Suite 200 1 Roswell, GA 30076 Allp w Y OF D SXNFORD FIRE DEPART.MEV7 PLAN REVIEW COMMENTS Building & Fire Prevenlion Division Application Number: 17-2369 Date: 09/19/2017 Project Description: New SFR Contact Name: Shayne Mangel Job Address: 3770 Saltmarsh Loop Contact Email: Shayne.Many-el(d,)starliphthomes.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted In this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our websitc at www.sanfordn.gov. Provide two conies ofoffeetedp/an sheets aml/or supplemental infornhation os requested Permit submittals will not be accepter/ without two conies. COMMENTS: 1. The plans include different elevations. The plans are required to be site specific. Only the specific elevation and any corresponding details or floor plans should be depicted on the plans. In addition, the index on the cover sheet should be revised to only include the specific pages that exist in the plans. FBC 107 2. The Electric Page specifies a 200 amp service while the electric load calculations specify a 150 amp service. Please either revise the electrical page or the electric load calculations to show the correct service size. FBC 107 3. The A/C condenser is required to be shown on the plans in the approved location as shown on the plot plan. All applicable plan pages and any electrical details need to be revised, placing the condenser at the rear of the house. FBC 107 4. The Truss Engineering package and layout from the Truss Manufacturer differs from the Truss layout shown on the plans. Please revise accordingly, as the truss layout shown on the plans must match the layout frorn the Truss Engineer — plans do not show valley trusses V3 & V5, E17G Truss, and none of the i51 floor front porch trusses are called out. FBC 107 5. Please provide two (2) copies of a Service Riser Diagram indicating the service size and the bonding to the footer steel, in accordance with NEC 250.50. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meelinrs with the plans eraminer to discuss comments will require rah appointment, arranEed br phone or email prior to arrival Respectfully, Steve Fiorey, CBO Residential Plans Examiner PWn City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 3770 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0110 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17.2369 Reviewed by: Michael Cash, CFM Date: August 9, 2017 n p Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 1,ORIb .. Y F _18 1 Landscaping in Right -of -Way www.3anfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or In the City of Sanford's right-of-way in accordance with the Clty's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or 1: sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape Improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly Identifying the xn9w what% below. size and location of the existing right-of-way and use shall be provided or application could be delayed. Call before youdip. 1. Project Location/Address: _ J y _JC i 4-t1- rs iK 2. Proposed Activity: 129 Driveway a Walkway Other: 3. Schedule of Work: StartDate Cl I 1 Completion Date I I, I 19 e( El Emergency Repairs 4. Brief Description of Work: 1 )r 1 00E LLQLL 4 4- S LlAe -rlk V— This application is submitted by: Property Owns Signature: Address: Phone: Fax: Print Name: F p 1 C, i1 l Ci JAe_#.- Lc- L Email:, IL VAbI . frYtrtF o bate: $ Z/7 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, slormwater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to Its previous condition at the Requestor's expense and, If necessary, rile a lien on the Requestor' s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, Indemnify, and hold harmless the City, Its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses Incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or Indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agreetoits terms. Signature: Date: K17- 1l This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pro -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Official Use Only Fee: Utilities Approved: Engineering VVXZZqZa_ Site Inspected by: Special Permit Conditions: Dale: Date: Date: Dale: 0 - _` - WL I Date: November Z015 ROW Uso Drivowey.pdr REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name: Project Address: Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels arc in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Eric Kol' W Print Name of /Tenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/10/15) Robert Willets Print Na a of Gen. Co ctor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # ncDEL Easkv-bccokPrintNameofEl. Contractor ignature of El. Contractor F_ 30A El. Contractor License # o Progress Energy o Florida Power and Light on _/ REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # 11- VSG9 Address: 317o Sku-r eSN L,=' BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final P`U.NIBLNG PE12`MIT J2 f9' Min Max inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 WYNDHAM PRESERVE - LOT 17 SPECIFIC PURPOSE SURVEY FORMBOARD) I' J Y I Ir.ZyZ 12 m o 0 513----------------- O I I LOT 11 a AREA = 4,899 S.F. t I 6 I SETBACK LINE (TYP) WYNDHAM PRESERVE LOT I I PB 81, PG 93) LOT 10 rig ' 589'40'51 V NORTH BOUNDARY c NE_.OE--LOT--1-L--uL .----- 2 STORY RESIDENCE 3770 SALTMARSH LOOP 1826 VOYAGER o ELEVATION - S N GARAGE -LEFT FORMBOARD FFEe 32.1 I ry -----------"------------,;P-- o G ui rd N89'40'517' 120.00' LOT 12 CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 62.00' 031'55'45" 34,55' 34.11' N 15'38'44' E C2 37.00' 180'00'00" 116,24' 74.00' S 89'40'51" W LINE DATA TABLE NO. BEARING LENGTH L1 N 0719'09" W 7.21' ADUSSAiag "MdOsOls LE ' `qv' ` GEhTD:O-eeen/Dran s rl L8-Licensed usmess BFP- Backflow Preventer Sight Distance Easement S Survey PRM-Permonent Ref. Monument R RepoAed PCP -Permanent Control Point Description FP&L-Florida Power dr Light DP Plat EFT: -Finish Floor Elevation D..- Deed Book 8-Water Meter O. R.-Official Records Book P4-Water Valve P. B.-Plat Book 17-nre Hydrant Pq.- Page RCM -Reclaimed Water Meter Elev.-Elevation ACDW-Reclaimed Water Volvo Conc.- Concrete 93 joble Box BPBrickPaverm-Telephone Box SW Sidewalk El -Electric Bow FFE- Finished Floor Elevation Utility Pole Cl- Curb Inlet Guy Pole GTI- Grote Top Inlet P. U.E.-Public Light Pole Utility Easement RCP- Relnforced Conc. Pipe Cuy Anchor OU-- Overhead Utilities PVC - Polyvinyl Chloride O -Storm Sewer Monhole NCS- No Comer Set (Foils in Water) 0-Sanitary Sewer Manhole 5F- Square Feet Owe -Electric Handhole D. U.E.-Dminoge/Unity Easement COO -Clean Out FMGD- MAC NAIL k DISK A TOM -Irrigation Control Volvo P. N. -Porker Kolon Noll I' -Sign SIR -Set 1/2' Iron Rod L87768 w4-Gate Water Vahro SPKD- Set P.K. k Disk L07768 IW-Goo Meter FIR -Found 1/2' Iron Rod LB7768 Existing Grads nP- Found 1/2' Iron Pipe L07768 O-Blow-oft Valve FPKD- Found P.K. Noll k Disk LB7768--a--Drainage Flow Direction FCM- Found 4'x4" Concrete 10.0-Pr000sed Design Grade DEMENSION NOTE: Proposed building dimensions shown hereon are of the exterior SURVEYOR' S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying. Inc. at the time o1 this plot plan. 2. Reads, wolb, and other similar items shown hereon were taken from engineering plans and on subject to survey. 3. Elevation shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades 8 finished Door elevations shown hereon ore from the construction plan for 'WYNDHAM PRESERVE, City of Sanford Seminole County, Florida. 5. This Specific Purpose Survey is for the location and elevation of the formboards only (TNIS IS NOT A BOUNDARY SURVEY) le PCP Building Setbacks Setbacks: Per construction plans for 1NYNDHAM PRESERVE% City of Sanford, Seminole County, Florida. Front - 23' Rear a 20' Side = 5' BUILDING LAYOUT NOTE: Contractor and owner ore to verify oil setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Mop Panel Number 12127C-0765H. in Flood Zone ' x DESCRIPTION: LOT 11, according to the plat of " WYNDHAM PRESERVE" thereof as recorded in Plat Book 81, page 93 of the Public Records of Seminole County, Florida r 555 Winderley Place, Suite 109 Thiscertifiestho 'a Hof 6-hereon described property Maitland, FL 32751 wasmodeunp pe byld'roeets the Standards of Practice e!i f lh•SYdMv. V d d d of Professional Phone: (321) 270-0440 Surveyors & ph,sin-goytel'b1 J3 lorido Administrative Fax: (813) 248-2266 LL•. V1A1V1VA code. Qy "Ac S d%n 472.1127. Oorido Statutes. Licensed Business No. LB 7768 Date Dwn. Ck'd P.C. Order No. OF GeoPoinl\ ti - Surveying. Inc. mes D. w;,uI urre L... 1K Drown:MTP Checked:JDl P.C.: Data Flle:&[ssonFsst-Plot T6DAPROFESSIONALAOCfdRRMAPPERN0. ...•.-•. Dote: 10/23/17 Dwg:etowfmt-tdtt Order No.: ^ NOTVALIDWTTHOUiTHESC* RE AND THE ORIGINAL RAISED SEAL OF A RIDA LICENSED SU R AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: - TORIES, INC.. TRI-COUNTY TESTING LABORA 3I' South Maier Street - Winter (garden, Florida 34787 407-656-9656 REPORT OF IN -PLACE DENSITY TESTS z Projew Vli y Il Oi ha Sy Proctor: Contractor: st v + l.:1N• Specification: optimwn Moisture: 7 Maximum Dry Density: S • Z Material: Project No• Order No: . No: Dam Tested: / V z Y - 1 I • is Max. Dry Density Percent of Max. Moisture Location Depth Inches Dry Density Ibscv.ft. Density Percent lhs cu.fL 9°rJ 9-y c r, 05 t It;. r • CITY OF SANFOR BUILDING & FIRE PREVENTIO PERMIT APPLICATIO Application No:13 - Documented Construction Value: S (08!5b Job Address: 3 V a-r"s ` ma's-'"' Historic District: Yes No Parcel ID• Residential Q Commercial Type of Work: New E3 Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Qicn5 e+ bt,fd Phone: Fax: Email; Property Owner Information Name Phone: L nocl l - Street: Resident of property? City, State Zip: Contractor Information Name ,' J ICa e.i ¢I:-.bl nc - Phone: 3-2,1-2-L Street: R201 130.C- n-%o-n Ra Fax: City, State Zip: Or-IcLncLo, r 318)-4 State License No.: Name: Architect/Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: _ Mortgage Lender: Address: C-ILtb& oW3LfZ WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 1 PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUS RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OB FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTIC COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installaticommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconst in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, 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: r Edition (2014) Florida Building Co UR BE 1N OF has Permil Application Revised: June 30, 2015 W NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may found in the public records of this county, and there may be additional permits required from other governmental entities such as we management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property ofthe requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requi d in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submitt 11. 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 be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Signature ofContractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State ofFlorida Dote M' AT S11gI MY COMMISSION I FF 12MEXPIRES: August 2 , 2018 Owner/Agent is Personally Known to Me or eo ar„r, Known to Me or Produced ID Type of ID Produced 1D Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application n07 State Road 52 123 Miller Road 111 9701 Bachman Road Established 1973 Orlando, FL 32824 www.RJKielty.comHudson, FL 34669 Valdco, FL 33594 Kkilo I727-863-5486 813-661-0707 4 407 855 2636 State License # CF-0O20342-1 R.J. Ki ELTY Page: 1 OF Proposal No: 717-13529 PLUMBING • HEATING COOLING Proposal Date: 7/2CV2017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Discovery - 2121 Lake Mary FL 32746 We Propose hereby to furnish material and labor • complete in accordance with specifications below for the sum of: $6,850.00 Payment to be made as follows: 40% Rough In 301/6 Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All work to be completed In a workman like manner according to standard practices. Any alteratlon or deviation from specifications below involving extra cost Hi a only upon written orders, and will become an extra charge over and above the estimate. AU agreements contingent upon strikes, a is or delays and our control. Owner to c fire. tornado, and other necessary Insurance. Our workers are fu covered by worker's compensation i rance. IL IMAYBE ly AUTHORIZED SIGNATURE: THIS PROPOSAL WITH/DRAWN IF NOT ACCEPTED IN 30 DAY. We hereby submit speciflca ron . imates for. Master Bath Up 1 Shower Sterling Accord 60x34 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath Up 1 Tub Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet Powder Bath 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lev Gerber Maxwell 22-514 Pedestal While With Moen Chateau 64925 Chrome Faucet Kitchen 1 sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Backfilling Included For Sewer & Water Only (Slab Backfilling By Others) Backflow Preventers included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per foot 40' Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. I agree to pay reasonable altomey'e fees court costs in the event of legal action. A monthly service charge of 1 1/2% will be added after 30 days. Any sewer taps deeper than 41 /2 feet or requires backhoe or dewatering will be an extra charge. SIGNED: . r ' ' &, 1q P DATE OF ACCEPTANCE 8 PAGE 2: Branch: Hudson Last Flit By: Last Edit Date: 7/27/2017 r ENVIRONMENTS FOR I`1-p3L q SITE RT. 3029W L0T:11 BLOCK HOUSE: 3TM STREET: SALT VARSH LP CITY: SANF0RD STATE: FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNTR 9093TAFL BUILDER STARLIGHT HOMES SUBDMSION: WYNDWLM PRESERVE COMMUNITY: WA PLAN: NDP IWIIV2017 PROGRAM: HERS TESTER: ENVIRONMENTS FOR L1VINO PROGRAM IECC: 2009 CLIMATE ZONE: PROPERTY OWNER: PROPERTY ADDRESS: FL. SANFORD TEST: BLOWER DOOR RESULT: PASS TESTER Does RvvWb DATE: 01lL,Y2019 TEST NAME OORRECTION NEEDED BURGER VERIFIED RATER VERIFIED WA S.I Anic Access Panel asketed and insulated) X 52 ARK drop -down Slow % tly gaskated and irtsulatod) X 5 / Recessed Lighbnq Fixtures (ICAT lebeled and sealed to d 0 X 5 5 Whole -house Fen insulated gasketed to the opening X 7.3 Fresh or venidabon installed per programs X Blower Door BD Ta el BD Marl Room Privawn Test BURRING ORIENTATION PROGRAM VOLUME PCU. FTI CODE VOLUME PROGRAM SHE1L CODE SHELL PQ FT) E(90') WA 16.290 0 0 PROGRAM CFM50 CODE CFMSO PROGRAM ACH50 CODE ACH50 PROGRAM dBIW CODE cis" 0 2.130 7 922 3.03 Maly B Md Bbm 0 9dm12 0 Bdrm 3 0 Bdm1 S 0 Rm 1 0 Rm3 0 O91d 0 Bdtm a 0 Rm t 0 CO Divbrmra ErMN MaeGrailW E9Yind 7 Boor>OIHoolotW Llohb Mud BeCFLOrLED Low Fbar Fasrveb. To9eb etr? Pmwwmwft Tt m nee? X Cerl9led Green Proven Lived Reputes VbW br1 Don Mod ankol S" IsmMWATER Loceftn MenubraaerHama Modelh Modal92 Hodd63 MedNN SYSTEM I ER GARAGE AO SMITH ENT 50 110 SYSTEM 2 ER SYSTEM 7 ER SYSTEM e ER SYSTEM 1 SYYEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NBO30UNIT SYSTEM I HVAC INDOOR COIL SYSTEM 1 HVAC AHU (HEAT INTERIOR CARRIER F84CNP030PUMP SYSTEM 2 FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AMU (HEAT PUMP) SYSTEM 3 FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AMU (HEAT PUMP) SYSTEM a FURNACE SYSTEM a HVAC OUTDOOR UNIT SYSTEM a HVAC INDOOR COIL SYSTEM a HVAC AMU (HEAT PUMP BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS AS DESIGN - VALUES AS BUILT -VALUES COMMENT 6 OF BEDROOMS (REM) NA NA CEILING FLAT (REM) NA NA SEALED ATTIC REM NA NA VAULTED CEILING (REM) NA NA FOUNDATION WALLS (REM) NA NA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS REM NA NA DUCT SUPPLY R-VALUE (REM) NA NA DUCT RETURN R-VALUE (REM) NA NA PROGRAMMABLE THERMOSTATS (PRIF) YES WATER HEATER TYPE (PRIF) WATER HEATER FUEL TYPE PRIF TEST: BLVAER DOOR RESULT., PASS TESTER: Gass Rasa9a DATE: OU2302016 BUII OINO SPECIFICATIONS BUILDING GYIRACTEABTICB AS DESIGN -VALUES AS SMT -VALUES COMYMFM WATER HEATER SIZE, EFFICIENCY 6 LOCATION R,n INFILTRATION HOUSE LKG) ACH (REM) NA HIg 3.03 : 3.03 ACH ® 50 Pascals FRESH AIR VENTILATION TYPE (PRIF) AIR CYCLER VENTILATION FAN MANUFACTURER (REM) NA NA VENTILATION FAN MODEL a(REM) NA NA VENTILATION FLOW REOUIRED (REM) NA NA VENTILATION EQUIP. RATED CFM (REM) NA NA VENTILATION a OF FANS REM NA NA VENTILATION TIME • HRSIDAY SPECIFIED (REM) NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR (PRIF) FRESH AIR VENTILATION FAN WATTS (REM) NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPECS (PRIF) INTERIOR % OF CFUS (PRIF) DISHWASHER (PRIF) REFRIGERATOR (PRIF) FOUNDATION TYPE (PRIF) SLAB TYPE PRIF SLAB AREA (PRIF) SLAB DEPTH (PRIF) SLAB FULL PERIMETER (PRIF) SLAB GRADE (PRIF) FLOW RING (PRIF) HEATING (REM) NA NA COOLING REM NA NA AIR -SOURCE HP (REM) NA NA WATER HEATING REM NA NA TEST: DUCT BLASTER RESULT: PASS TESTER: Dasa Rawls DATE: 9 2010 TOTAL CONDITIONED FLOOR AREA 1 0 1.626CFASOFn III;fiALVvTT3ABBIIK!1:111111ED ! TOTAL DUCT LEAKAGE % TARGET 0.00% 1 12.00% SYSTEM 1 60 FT. SERVED (CFA) 0 1,626 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 0 146 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 60 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE Inrod" 3.29% CnXM TARGET (CFN25) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE 0 219 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE (% OF Nam% 0.00% CFBQS) TARGET (CFIa5) ACTUAL CFA) ACTUAL SYSTEM 2 SO Fr. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFMM TARGET ° ° (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE 0 0 SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF WIWI) TARGET (CFM2S) ACTUAL CFA) ACTUAL SYSTEM 3 SO Fr. SERVED (CFA) 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 CT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET ° ° DU CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM TOTAL DUCT LEAKAGE (% OF CFI 25) TARGET ° ° (CFM25) ACTUAL CFA) ACTUAL SYSTEM 6 SO Fr. SERVED (CFA) 0 0 SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM / DUCT LEAKAGE TO OUTSIDE CFMZS) TARGET ° ° (CFM23) ACTUAL (% OF CFA) ACTUAL SYSTEM 6 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM! TOTAL DUCT LEAKAGE (% OF CFMZS) TARGET ° ° (CFMZ5) ACTUAL CFA) ACTUAL TEST: DUCT BLASTER RESULT: PASS TESTER: Dew Rryai DATE: OVJ =i$ DIIII RIYf1 CDCf_IMJTf1YII BUILDINO.CW.W,IC ERwn= ASDEWNIVAIIAM ABBUIL•T-VALM COMYMEN7 DUCT LEAKAGE TO OUTSIDE (REM) W1 003"3 CFM25,ILCFA TOTAL DUCT LEAKAGE (REM) iNA 0312 CF,M25ljCFA FLOW RING PRI FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 3770 Saltmarsh Lp Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: Envelope Leakage Test Results Regression Data: C: n: R: Sinnla nr MuBi Pnint Test Data HOUSE PRESSURE FLOW. 1 50 Pa 922 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm Leakage Characteristics CFM(50): 922 ELA: 51 EgLA: 120 ACH: 3.03 ACH(50): 3.03 SLA: 03 R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. Dgdaby wpnod by Dan Revele Date 201E 01 23 11.53:5E EST CN=Dave Revebe. OvTopEudd Home Serv¢ee. DV. EMAILADDRESSudave.revetb Rater Of Record. L l. etbpbWW core. Cd1S Printed Name: Dave Revelle RESNET N 4311088 Data: 01 /23/2018 Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. Building Official: Data: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 362980 ZTopBuild' TopBuild Home Services, Inc. — Performance Testing Certification TopBuild Home Services, Inc. has conducted BPI and/or RESNET/HERS testing on the following property. The information and results are outlined below. (Note: This document does not certify compliance with the entirety of the 2009 IECC. It certifies the results of the performance testing only). Builder. Starlight Homes Subdivislon: Wyndham Preserve Property Owner. Total Conditioned Floor Area: 1,826 ft 2 Permit Date/No.: Conditioned Volume: 18,260 ft 3 ECC Version: 2009 Property Address 3770 Saltmarsh Lp, Sanford, FL 32771 Testing Performed 2009 IECC (Sec. 402.4.2.1— Testing Air Leakage) Blower Door Test 01/2312018 Measured Air Leakage: 922 CFM @50Pa Result: PASS Air Infiltration: 3.03 Confirmed ACH ACH 50 Target 5 7 2009 IECC (Sec. 403.2.2 — Testing Duct Leakage) Duct Blaster Test System 1 Duct Leakage: N/A Confirmed Leakage: 0.00% Phase Post Construction System 2 Duct Leakage: N/A Confirmed Leakage: N/A Phase N/A System 3 Duct Leakage: N/A Confirmed Leakage: N/A Phase N/A Result: N/A DL % Target 5 12,00% CFA: 1,826 ft 2 Result: N/A DL % Target 5 N/A N/A Result: N/A DL % Target 5 N/A N/A Digitally signed by Dave Revelle Date: 2018.01.23 11:54.10 EST Rater Of Record: CN=Dave Revelle, O=TopBuild RESNET #: 4311088HomeServices, OU. EMAILADDRESS=dave. revelle 01/23/2018 Olopbudd.corn, C=us BPI Certification #: N/A Thank you forallumng TopBuild Home Services. Inc. theopportunity to providethe above services for you. Please feel free to contact me vath any questions. MOATa100 Sincerely, ,O,jTr PTO` Dave Revelle Cell: (386) 681-7452 dave.revelleCtopbuild.com 10 475 N Williamson Blvd. Daytona Beach, FL 32114 (856) 912.7233 N96 91111-009 O Msform wasgowraMO lhtm EFL PmIW ManaW. plapu* of rcpftWPlop Sen'rpx Inc C QOrTwT10~ P 36291 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3770 Saltmarsh Lp Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 3770 Saltmarsh Lp (Lot 11), Sanford, FL 32771 Jurisdiction: Cond. Floor Area: 1826 Cond. Volume: 18260 Envelope Leakage Test Results Regression Data: C: n: R: Q;-1- — AA„11; DnirN Trier r%.t. HOUSE PRESSURE FLOW: 1 50 Pa 922 cfm 2 0 Pa 0 cfm 3 0 Pa 0 c1m 4 0 Pa 0 Cm 5 0 Pa 0 cfm 6 Pa cfm Leakage Characteristics CFM(50): 922 ELA: 51 EgLA: 120 ACH: 3.03 SLA: .03 ACH(50) ' : 3.03 For prescriptive projects, tested leakage must be <=7 ACH(50). For performance projects, tested leakage must be <= the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(1). (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, back&aft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, it 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; S. Healing and cooling systems, it installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. Digitally signed by Dave Revelle Dale: 2018.01.23 11:54:23 EST n /yi e Revelle. O=TopBuild HomeSeHomeServices. OU, EMAI LADD RESS=dave.revelle Signature: ® topbuild.com, C=US Printed Name, Dave Revelle Date: 01/23/2018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (9), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowing Topeuad the opportunity to provide theabove services for you. Please reel free to contact me with any questions. 1GA 5I2017 362980 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 3770 Saltmarsh Lp Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: Duct Test Time: Post Construction Duct Leakaae Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 60 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 ctm25(Out) 4 System 4 cfm25(Out) 5 Total House Duct System Sum lines 1-4 60 Leakage Divide by 1826 natal Cor4band Fbor Area) 0.0329 (On,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. D,gaally 5i8ned by Dave RavoeoDate. 2018.01.23 11.54:17 EST CN_Dave Revopo. OwTop6uild Home Services, Ou. y EMAILADDRESSzoavo.revelb ORater Record: Otopbudd com. C-VS Printed Name: Dave Revelle RESNET 0: 4311088 Data: 01 /23/2018 Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by OF-vtIE STg21Fanenergyratercertifiedinaccordancewithti - 56 Section 553.99, Florida Statutes. r y t 1 *• r O R Building Official: Date: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 362980 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100005 DATE: August 07, 2017 f 7 np=46 7 BUILDING APPLICATION #: 17-10000531 BUILDING PERMIT NUMBER: 17-10000531 UNIT ADDRESS: SALTMARSH LP 3770 17-20-31-502-0000-0110 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INVESTMENTS LLCADDRESS: 27 N SUMMERLIN AVE ORLANDO FL 32801 LAND USE: SFR DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3770 SALTMARSH LOOP / LOT 11 SFRWYNDAMPRESERVE FEE BENEFIT RATE UNIT TYPE DIST SCHED RATE CALC UNIT TOTAL DUE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROAD 1.000 dwl unit 705.00COLLECTORSN/A Single Family Housing .00 1.000 dwl unitFIRERESCUEN/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housinq 54.00SCHOOLS 1.000 dwl unit 54.00CO -WIDE ORD Family Housing 5,000.00 1.000 dwl unit 5,000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: SIGNATURE: PLEASE PRINT N E) DATE; NOTE TO RECEIVING SIGNATORY/APPLICANT. FAILURE TO NOTIFY OWNER ANDENSURETIMELYPAYMENTMAYRREESULTINYOURLIABILITYFORTHEFEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT ' 1 NOTE** 1PERSONSAREADVISEDTHATTHISISASTATEMENTOFFEESDUEUNDERTHESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. 11 PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDAR 1DAYSOFTHERECEIVINGSIGNATUREDATEABOVEBUTNOTLATERTHANCERTIFICATEOFOCCUPANCYOROCCUPANCY. THk REQUEST FOR REVIEWMUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIR§T STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORDBUILDINGDEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER c AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. CITY OF SANFORD BUILDING & FIRE PREVENTION D PERMIT APPLICATION Application No: 1'7 - _ 67 y Documented Construction Value: S __ 2•) 7 Job Address: S17D S -mn. rs'h 1 c Historic District: Yes No Parcel ID: Residential, Commercial Type of Work: New Addition Alteration El Repair Demo Change of Use[] Move Description of Work: _ I\[y to , r} ( a p m,- '? Plan Review Contact Person: Title: Phone: Fax: Email: 1-),, l 1Property Owner Information Name Ast 1 'n N qf)— Phone: L • - rr - 37 Street: L P C X)d I * I Q q Resident of property? City, State Zip: Maw, , Pl . &T itp Contractor Information Name —Ltdr-Mr F PC-1-r r, Ph Phone: _110_7 ,(,gcup -i%"1 Street: S- 15 /)Q1C ! ),Q, Fax: I-107 (n l'7 City, State Zip: (ktr10r P1) r _, 3)7,g n State License No.: ka_:1300ib Name: Street: City, St, Zip: Bonding Company: Address: ArchitecUEngineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperfonnedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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 or application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application found in the public records ofthis county, and there may be additional permits requiredNOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befrommanagementdistricts, state agencies, or federal agencies. other governmental entities such as water Acceptance of permit is verification that 1 will notify the owner of the property ofthe requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Owncr/Agent Date Print 0%;m./Agent's Kamc Signature of NO 'State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID trigwC'-"L-) C"l`)')7 APni Gonuactor/Agem's Name Signature of Notary•Stateof Florida Dateov!v% PAMELASTERNUS Commission 0 GG 110622 w w Expires August 7, 2021 Eorf%4- 6W"nW6""WXysanM Contractor/Agent is Personally Known to Me or Produced ID ype of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical[] Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:_ New Construction: Electric - # of Amps P Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION I PERMIT APPLICATION Application No: Documented Construction Value: S 4,676.00 Job Address: 3770 Saltmarsh Loop Historic District: Yes No Parcel ]m: 17-20-31-502-0000-0110 Residential X Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Install New AC with Duct Work and Venting Plan Review Contact Person: Arionna Rosenwinkel Title: Pre -Construction Coordinator Phone: 407-886-3729 ext. 163 Fax: Email: arosenwinkel@energyair.com Property Owner Information Name STARLIGHT HOMES FLA LLC Phone: Street: 1064 Greenwood Blvd Suite 124 Resident of property? : NO City, State Zip: Lake Mary, FL 32746 Contractor Information Name Energy Air Inc (Robert Kulp) Phone: 407-886-3729 Street: 5401 EnerryAir Ct Fax: City, State Zip: Orlando FL 32810 State License No.: CAC1816317 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of applicationand the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. llqlzllze—,1/07/17 Signature of Owner/Agent Date Sipatu Wof Cont n0torlftint Date Robert Kulp Print Owner/Agent's Name Print Contractor/Agent's Name ftaA 11/07/17 Signature of Notary -State of Florida Date S' atu c Notary Public State or Florida Jessica bl c My Commisalon GO 056367 pa Fxplres12/1912020 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application WORK ORDER Job #. 33305 Date: 8/2/2017 144668 Subdivision I Phase I Bid I L/U Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 1 1011 3770 Saltmarsh LoopADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford FL 32773 1826 VoyagerModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a A/H-2 or FurnaccJobContact: S Woolwine A/H-1 or Furnace FB4CNP030L00 Job Phone: 4077301311 Heater or Coil CE2401C05 Heater or Coil Date Requested: CU-1 CH14NBO3000G CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base N/A AHU Location 2nd FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient MUST BE ACCURATE AND COMP A/H-3 or Furnace A/H-4 or Furnact Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit no Efficiency Efficient EAI Pulls Permit: yes Zoning Brand: Honeywell/Johnstone Vent. Damper YGIWAI017 oty 1 Builder calls inspection: yes Zone Kit #1 ZD1 EA] calls inspection: no Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 385.40 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6 B Pass Damper #2 ZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 13 X Flue Pipe: X Grs.Stamped Returr 6 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alun 2 X Elect. Air Cl. X Kit. Hood Duct: X Cone. Slab: X Kit. Down Draft Ducl X Heat Recovery: X fan 80 cfm BFQ80 3 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task- Description Hours Cost 03-Fabrication Labor 1.76 22.18 Rou hin $2,349.00 26.18 392.7004-Installation Labor 06-Piping Labor 6.63 112.63 Trim $2,349.00 14-Kitchen Vent Trim 1,239.9202-Material/ Tax 01-EquipmentlTax 1,339.77 Permit $70.00 80.0009-Permit/Other 011-Delivery Labor 1.39 17.46 20-Pull Material Labor 2.77 34.93 Total Contract: $4,768.00 2.50 42.5012-StartupLabor A l ptr Wyndham Preserve Lot 011 3770 Saltmarsh Loop Level 1 kk -tam toxio 10 x 10 199 cfm 199 cfm Sup Riser 12" garage sir Sup e- w'. 6 ovm 37 d My Cvrw pdr 9 x4 foyer k,- 6,161. Job M Starlight - Wyndham Energy Air, Inc Scale: 1/8" = IV" Performed for: Page 1 Lot 11 -1826 SL 5401 EnergyAir, Ct RightSuite® Universal2017 Orlando, FL 32810 117-Ju RS111: 0 : 5Sanford, FL 32773 Phone: 407-886-3729 ...am Preservello 11-1826Sl.rup wwwenergyair.com GRenner@energyaircom E253"-l Job #: Starlight - Wyndham Performed for. Lot 11-1526 SL Sanford, FL 32773 level 2 AHU ON METAL STAND 2.5 TON 240V 15KW HP r01vTn 3B6YRiser Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone; 407-886-3729 www. energyair.com GRenner@energyaircom Scale: 118" = IV, Page 2 Right- SuileO Universal 2017 17. 0.08 RSU17013 2017- Jun-2011:02:59 am Presewelol 11 -1826 SL.rup SIR FINAL BOUNDARY SURVEY 3-17o5d"c WYNDHAM PRESERVE - LOT 17 t v 0.0 Z WYNDHAM PRESERVE r ` o LOT 1 1 PB 81, PG 93) o a v mJp oW C y m v FQ',Z3 z o NORTH BOUNDARY b Z ,< LOT 10ELINE' OF' LOT 11 m 129.38' 1589'40'51 `W b MIR 0 ciucPROPOSED Zl----------------` Q------------------------------- sl-- CONC WALK A/ C 40.7 J LOT 11 PAD m , AREA = ui 2 STORY 4, 899 S.F. t O RESIDENCE c N 3770 SALTMARSH LOOP SETBACK 10.0 N LINE ( TYP) o PATIO FFE= 32.03' 10. 0 51. 3' I 40.7 O------------------------------- - N89' 40'51 T' 120. 00' LOT 12 CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 62.00' 031'55'45" 34.55' 34.11' N 15'38'44" E C2 37.00' 180'00'00" 116.24' 74.00' S 89'40'51" W LINE DATA TABLE NO. BEARING LENGTH L1 N 00' 19'09" W 7.21' lb - Licensedusiness LEGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk BFP- Backflow Preventer Sr Distance Easement S Survey PRM -Permanent Ref. Monument R - Reported PCP -Permanent Control Point D- Deaeription FPdcL -Florida Power &Light P - Plat FFE -Finish Floor Elevation D. B. -Deed Book Water Meter O. R.-Official Records Book D4-Water Valve P. B.-Plat Book f Fire Hydrant Pg.- Page RC® -Reclaimed Water Meter EIev.- Elevation RCM -Reclaimed Water Valve Conc. - Concrete 10-Cable Box BP - Brick Paver m -Telephone Box SW - Sidewalk El -Electric Box FFE - Finished Floor Elevation 0-Utility Pole CI - Curb Inlet Guy Pole GTI- Grote Top Inlet Light Pole P. U.E.-Public Utility Easement E--Guy Anchor RCP -Reinforced Cone. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride O-Storm Sewer Manhole NCS - No Comer Set (Falls in Water) G -Sanitary Sewer Manhole SF - Square Feet EHHo -Electric Handhole D. U.E. -Drainage/Utility Easement COO -Clean Out FMGD - MAG NAIL do DISK CV04-Irrigation Control Valve P. K.-Parker Kolon Noll p-Sign SIR -Set 1/2' Iron Rod LB7768 WD4-Gate Water Valve SPKD- Set P.K. do Disk LB7768 Gas Meter FIR - Found 1/2" Iron Rod LB7768 ter ' -Existing Grade PIP -Found 1/2" Iron Pipe LB7768 CI -Blow -off Valve FPKD- Found P.K. Nail do Disk L87768 Drainage Flow Direction FCM- Found 4"x4" Concrete Proposed Design Grade Monument PRM L97778 -As-Built/Existinq Grad Note: Some items in above leaen may not be aoDlicable Order No. DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior SURVEYOR' S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights - of -way, set back lines, reservations, agreements, and other similar matters. 2. This survey is limited, to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plot of WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited withoutthewrittenconsentofthesigningpartyorparties. 6. This survey is intended to be displayed at 1' - 20'. 7. All boundary line dimensions are field measured unless otherwise noted. I - CO 9' I •^ Iry ow-40 51 E I• 11. 05.00' O ry°V' Iri I O W C> O b O ZAa Qua Building Setbacks Setbacks: Per construction plans for MIYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Mop Panel Number 12127C-0765H. in Flood Zone "A" DESCRIPTION: LOT 11, according to the plat of "WYNDHAM PRESERVE" thereof as recorded in Plat Book 81, page 93 of the Public Records of Seminole County, Florida Last Date of Field Suirve : 1 22 2018 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was madeundermysupervisionandmeetstheStandardsofPhone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors do Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to Section 472.027, Florida Statutes. / GeoPoint Surveying, Inc. es D. LONAL S LS6915 Drown: MTP Checked: JDL P.C.: Data File:lldwnEast-Plot RIDA PROFESSIONALSURVEYOR MAPPER N0. .................. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 1 /23/18 Dwg: &h=fA t-loU l Order No.: RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 11 -1826 SL Builder Name: Starlight Homes Permit Office: S in le CountyCity, G,Street: State, Zip: Sanford, FL, 32773 Permit Number. % - 2369 SANFOnDOwner. Jurisdiction: Design Location: FL, Sanford County.: Seminole (Florida Climate Zone 2) 1. New conslructIon or existing New (From Plans) 9. Wall Types (2405.3 sqR) Insulation Area 2. Single family or multiple family Single-family a. Frame -Wood, Exterior R=13.0 1111.50 ft= 3. Number of units, If multiple famly 1 b. Concrete Block - Int Insul, Exterior c Frame - Wood, Adjacent R=4.1 915.77 ft' 4. Number of Bedrooms 3 d. NIA R=13.0 379.02 ft% R= fit 5. Is this a worst case? No 10. Ceiling Types (1139.0 sqR.) Insulation Area a. Under Attic (Vented) R=30.0 1139.00 ft' 6. Conditioned floor area above grade 1826 b. NIA R= R= r . Conditioned floor area below grade (ft) 0 c. WA R= ft' 11. Ducts R ft' 7. Wrndows(154.0 sqft.) Description Area a. Sup: Attic, Ret Floor 2, Alt Floor 2 6 365.2 a. U-Factor. Dbl, U--0.34 113.00 ft' SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 41.00 fe 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor. WA ft' SHGC: 13. Heating systems kBtulhr Efficiencyd. U-Factor. NIA fe a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems 8. Floor Typ es 1 t39.0 ' sqR.) Insulation Area a. Electric Cap., 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 739.00 fN b. Conservation features EF:0.950 b. Floor over Garage R=19.0 400.00 ft' None a NIA R= r 15. Credits Pstat Glass/Floor Area: 0.084 Total Proposed Modified Loads: 55.09 PASSTotalBaselineLoads: 57.19 I hereby certify that the plans and specifications covered by Review of the plans and THE S rtJ this calculation are in compliance with the Florida Energy specifications covered by this Code. 9 calculation indicates compliance with the Florida Energy Code. y ,,,' '=ir n,,,+; PREPARED BY: V "` / 1'el Before construction is completed DATE: / this building will be inspected for aC compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida En. rg o e. Op 1,yET" OWNER/AGENT: BUILDING OFFICIALDATE: DATE: 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 R402.4.1A 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 outdoor:, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 6I20I201711:1 TAM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot 11 -1826 St. Bedrooms: 3 Address Type: StreetAddress Building Type: User Conditioned Area: 1826 Lot it 11 Owner. Total Stories: 2 Block/SubDiVision: Wyndham 0 of Units: 1 Worst Case: No PletBook: Builder Name: Starlight Homes Rotate Angle: 0 Street Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-famlly FL. 32773 Now/Existing: New (From Plans) Comment CLIMATE IECC Design Temp Inl Design Temp Heating Design Daily TempVDesignLocationTMYSiteZone97.5 % 2.5 °% Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Aiea Volume 1 Blockl 1826 15677.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 739 6872.7 Yes 4 0 1 Yes Yes Yes 2 Floor 2 1057 8804.7 No 0 3 1 Yes Yes Yes FLOORS fi Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Floor 1 97.3 it 0 739 R' 0 0 1 2Floor over Garage Floor 2 — _ 400 fi' 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Dedc Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1274 it' 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC N Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1139 ft' N N W201201711:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Floor 2 30 Blown 113911' 0.1 Wood WALLS Adjacent Space Cavily Width Height Sheathing Framing Solar Below 1 N Exterior Frame - Wood Floor 2 13 40 9 8 1 329A IF 0 025 0.6 0 2 N Exterior Concrete Block - Int Insul Floor 1 4.1 40 9 9 5 383.7111 0 0 0.6 0 3 E Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 fe 0 0.25 0.6 0 4 E Exterior Concrete Block - Int Insul Floor 1 4.1 8 0 9 5 75.3 ft' 0 0 0.6 0 5 S Exterior Frame - Wood Floor 2 13 40 9 8 1 329A ft' 0 0.25 0.6 0 6 S Exterior Concrete Block - Int Insul Floor 1 4.1 20 6 9 5 193.0 it' 0 0 0.6 0 7 W Exterior Frame -Wood Floor 2 13 28 0 a 1 226.3 ft' 0 0.25 0.6 0 8 W Exterior Concrete Block - Int Insul Floor 1 4.1 2a 0 9 5 263.7 ft' 0 0 0.6 0 9 E Garage Frame - Wood Floor 1 13 40 3 9 5 379.0 ft' 0 0.25 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Floor 1 None .39 3 6 10 20.5 ft' 2 Wood Floor 1 None .39 2 10 6 10 19.3 IP WINDOWS Orientation shown is the entered. Proposed orientation. Wall Overhang V Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade SlNoneeng 1 e 3 None Low-E Double Yes 0.34 0.26 0 ft' 1 ft 0 in 1110 in None 2 e 3 None Low-E Double Yes 0.34 0.26 30.0 ft' 1 ft 0 in 4 ft 0 in None 3 s 5 None Low-E Double Yes 0.34 0.20 15.0 ft' 1 ft0in 1 ft0in None 4 w 7 None Low-E Double Yes 0.34 0.26 30.0 ft' 1 ft 0 in 1 ft 0 in None None 5 W 8 None Low-E Double Yes 0.34 0.26 30.0 ft' 1 ft 0 in 11 ft 0 in None None 6 W 8 Vinyl Low-E Double Yes 0.58 0.25 41.0111 1 ft O in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 400 ft' 384 R' 64 ft 9.3 8 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000382 1829 100.41 188.84 3432 7 61201201711:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 30 kBlufhr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 30 k8tu1hr 900 cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None fl° DUCTS Supply — Return— Air CFM 25 CFM25 HVAC 9 V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 365.2 R Floor 2 91.3 R' Prop. Leak Free Floor 2 cfm 54.8 cfm 0.03 0.50 1 1 TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: CoolingJan Feb HeatinJan Feb Mar Mar Apr EjAprf May Jun Jul May Jun Jul Auge Au Sep Oct Oct Nov X Nov Dec Dec VentingJanFebMarX] Apr [ Ma Jun Jul Aug Se Oct R Nov Dec Thermostat Schedule. HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WO) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM808078787878787878787878Cooling ( WEH) AM 78 78 78 78 78 78 78 78 76 78 78 78 PM787878787879787878787878Heating ( WD) AM 68 66 66 66 66 68 Be 68 68 68 68 68 PM686868686868686868686666Heating ( WEH) AM 66 65 65 65 66 a8 68 68 68 68 68 Be PM6868Be6888686868686866666120/ 2017 11:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. Sanford, FL, 32773 1. New construction or existing New (From Plans) 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No S. Conditioned floor area (ilk 1526 7. Windows" Description Area a. U-Factor. Db1, U=0.34 113.00 ft' SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 41.00ft' SHGC: SHGC=0.25 c. U-Factor. N/A ft' SHGC: d. U-Factor. NIA ft' SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 8. FloorTypes Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 739.00IP b. Floor over Garage R=19.0 400.00 ft' c. WA R= ft' 9. Wall Types Insulation Area a. Frame - Wood, Exterior R=13.0 1111.50 ft' b. Concrete Block - Inl Insul, Exterior R=4.1 915.77 ft' c. Frame - Wood, Adjacent R--13.0 379.02 ft' d. NIA R= ft' 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1139.00 ft' b. NIA R= fl' c. NIA R= ft' 11. Duds R ft' a. Sup: Attic, Ret: Floor 2, AM: Floor 2 6 365.2 12. Cooling systems kBlu/hr Effidency a. Central Unit 30.0 SEER:14.00 13. Meeting systems kBtu/hr Ef6dency a. Electric Heat Pump 30.0 HSPF:8.20 14. Hot water systems a. Electric Cap: 50 gallons EF: 0.95 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Cana will be completed based on installed Code compliant features. i Builder Signature: Date: -:I- Address of New Home: -p l M rS 4 City/FL Zip: I 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. 6120/2017 11:17 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 11 -1826 St. Builder Name: Starlight Homes Street: Permit tNfioe: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number. Owner. Jurisdiction: Design location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the Insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction ofthe 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/doorjambs 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 Dud shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be out to fit, or nanow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/20=17 11:17AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 11 - 1825 SL Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, ZJp: Sanford, FL, 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1826 sq fL Cond. Volume. 15677 cu It. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data I I HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour In Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrallons of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shag be closed, but not sealed, beyond the intended weatherstripping or otherinfiltrationcontrolmeasures; 2. Dampers including exhaust, intake, makeup air. backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if Installed at the time of the test, shall be turned off, and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved thins party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL; DATE: 6/2012017 11:17 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 11 -1826 St. Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State. Zip: Sanford, FL , 37773 Permit Number. Design Location: FL, Sanford Jurisdiction: Duct Test Time: PostConstruction Duct Leakaae Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide byLeakage Total Conditioned Floor Area) Qn,Out) I certify the tested duct leakage to outside, Qn, is not greater than the proposed duct leakage Qn specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: 61201201711:17 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 wrightsofte Pro ect Summa Job: Starlight -Wyndham Date: 6/16/2017 Entire House By: Energy Air, Inc Plan: 1826 S Voyager 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email GRenner@wergyair.com Web: www.energyair.com For: Lot 11 - 1826 SL, Starlight Homes Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Heating Summary Structure 16187 Btuh Ducts 1987 Btuh Central vent (30 cfm) 847 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 19021 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Area (ft) He; 877 Co187g Volume (ft3) 16161 16161 Air changes/hour 0.50 0.26 Equiv. AVF (cfm) 135 70 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Efficiency 8.2 HSPF Heating input Heating output 28600 Btuh @ 470F Temperature rise 29 OF Actual air flow 899 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0.50 in H2O Space thermostat Backup: Input = 5 kW, Output = 16034 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 17733 Btuh Ducts 2339 Btuh Central vent (30 cfm) 578 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 20650 Btuh Latent Cooling Equipment Load Sizing Structure 3073 Btuh Ducts 408 Btuh Central vent (30 cfm) 887 Btuh Equipment latent load 4369 Btuh Equipment total load 25018 Btuh Req. total capacity at 0.70 SHR 2.5 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 11.7 EER, 14 SEER Sensible cooling 20020 Btuh Latent cooling 8580 Btuh Total cooling 28600 Btuh Actual air flow 899 cfm Air flow factor 0.045 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.83 Capacity balance point = 35 OF Bold/!talc values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® Universal 2017 17.0.08 RSU17013 2017Jun 20 1Pa9geI MCA ... Speck\Wyndham Preserve\Lot 11 - 1828 SL.rup Cale = tvUB Front Door feces: E Manual S Compliance Report Job: Starlight -Wyndham wrightsoft' P P Date: 611612017 Entire House By: Energy Air, Inc Plan: 1826 S Voyager 5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-886.3729 Email: GRenner@energyaircom Web: www.energyair.com For: Lot 11 - 1826 SL, Starlight Homes Sanford, FL 32773 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 20650 Btuh Entering coil DB: 75.6°F Outdoor design WB: 75.9°F Latent gain: 4369 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0°F Total gain: 25018 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20927 Btuh 101 % of load Latent capacity: 5192 Btuh 119% of load Total capacity: 26119 Btuh 104% of load SHR: 80% Design Conditions Outdoor design DB: 44.2°F Heat loss: 19021 Btuh Entering coil DB: 69.1OF Indoor design DB: 70.0OF Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 150% of load Capacity balance: 35 OF Supplemental heat required: 0 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 4. 7 kW 84% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. 2017-Jun-20 11 02:50 wrightSOft• Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 ACCA ... Specific\Wyndham Preserve%ol 11 - 1826 SL.rup Cale = MA Front Door faces: E Duct System SJob: Starlight -Wyndham wrightsofte emummary Date: 611612017 Entire House By: Energy Air, Inc Plan: 1826 S Voyager 5401 Energy Air, Ct, Orlando, FL 32810 Phone, 407-US-3729 Email GRenner®energyaircom Web. www.energyair.com For: Lot 11 - 1826 SL, Starlight Homes Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.143 in/100ft 899 cfm Cooling 0. 50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.143 in/100ft 899 cfm 196 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln ( ft) Ftg. Egv Ln (ft) Trunk Laun c 627 2 28 0.263 4.0 Ox 0 VIFx 6.4 100.0 Loft h 1890 94 87 0.268 6.0 Ox 0 VIFx 4.5 100.0 bat c 110 4 5 0.255 4.0 Ox 0 VIFx 9.6 100.0 br2 c 929 36 42 0.249 0 Ox 0 VIFx 12.6 100.0 bra c 2135 70 96 0.242 6.0 Ox 0 VIFx 15.5 100.0 foyer h 2760 137 59 0.171 7.0 Ox 0 VIFx 18.3 145.0 st5 kit -faro c 4441 187 199 0.147 8.0 Ox 0 VIFx 40.7 150.0 st4 kit Aam-A c 4441 187 199 0.143 0 Ox 0 VIFx 45.7 150.0 st4 m be h 788 39 28 0.189 4.0 Ox 0 VIFx 28.3 120.0 stl m br c 2668 79 120 0.198 7.0 Ox 0 VIFx 21.4 120.0 SO pdr h 697 34 12 0.150 4.0 Ox 0 VIFx 31.9 155.0 st5 wic h 362 18 16 0.195 4.0 Ox 0 VIFx 23.6 120.0 stl wic3 h 237 12 9 0,236 4.0 Ox 0 VIFx 18.6 100.0 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk stl Peak AVF 136 164 0.189 471 8.0 0 x 0 VinlFlx st4 Peak AVF 375 398 0.143 507 12.0 0 x 0 VinlFlx st2 st2 Peak AVF 375 398 0,143 507 12.0 0 x 0 VinlFlx st3 Peak AVF 171 71 0.150 490 8.0 0 x 0 VinlFlx st5 Peak AVF 171 71 0.150 490 8.0 0 x 0 VinlFlx st3 Bold/italic values have been manually overridden 2017-Jun-20 11: 02 50 wrightSoft' Right -Suite® Universal 2017 17.0.06 RSU17013 Page 1 ACM ... Speck\Wyndham Preserve\ Lot 11 - 1826 SL.rup Cale = WS Front Door faces: E Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb3 Ox 0 899 899 0 0 0 0 Ox 0 VIFx wrightSOW Right -Suite® Universal 2017 17.0.08 RSU17013 tCCA ... SpecificMyndham Preserve\lot 11 - 1826 SL.rup Calc = MJ8 Front Door faces: E 2017-J urr-20 11:02:50 Page 2 Level 1 kit -fam 10 x 10 10x10 199dm 199 dm F-1 8' Sup Riser 12' ptr str Sup Ri PVTWqgarage Job M Starlight - Wyndham Energy Air, Inc Scale: 1/8" = 1'0" Performed for: Page 1 Lot 11 - 1826 SL 5401 Energy Air, Ct RightSuite®Universal 2017 Orlando, FL 32810 17.0.08 RSU17013 Sanford, FL32773 Phone: 407-886-3729 2017.Jun-20 11:02:59 am Preserve lot tt -1828 Sl.rup www.energyair.com GRenner@energyair.com level 2 AHU ON METAL STAND 2.5 TON 240V 15KW HP 3'V714 m ba m br O 8x4 39 cfm 12 x 6 120 dm 4' wic 7 " 8 x 4 18 cfm Sup Riser 12 " cls2 8" 18 x 8 Laun 28 dm 10x6 42 cfm 4 4 TR 14x6 12" br2 Su ac 8' wic3 ba2 8 x 4 " 4 In 8 x 4 3'VTR 5cfm T12 cfm F 6-- 6 24x18 10 x 6 899 cfrT LIT, 94 Cfm 0 x6 96 dm 14x6 Loft br3 6 G VTR 3ECFM p Riser Job #: Starlight - Wyndham Energy Air, Inc Scale: 1/8" = 1'0" Performed for: Page 2 Lot 11 - 1826 SL 5401 Energy Air, Ct RightSuite® Universal 2017 Orlando, FL 32810 17.0.08 RSU17013 Sanford, FL 32773 Phone: 407-886-3729 2017-Jun- 20 1t:02 59 am Preservetlot t1 -1826 SL.n3p www.energyair. com GRenner@energyair.com ru R d 20 O Iry LL Q9ZN N o` r 197-4 MaGIPA z'` n- WYNDHAM PRESERVE - LOT 71 CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING Cl 62.00' 031'55'45" 34.55' 34.11' N 15'38'44" E C2 37.00' 180'00'00" 116.24' 74.00' S 89'40'51" W LINE DATA TABLE NO. BEARING LENGTH L1 N 0719'09" W 7.21' O Nov 40'a I "E 25.00 II POINT OF COMMENCEMENT NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SECTION 17-20-31 j CCRy #55989 Faa z 1 513'----------------- '-° A/C_E] LOT 11 PAD n AREA = Ui 4,899 S.F. ± 0 0 PLOT PLAN WYNDHAM PRESERVE LOT I I Proposed) DIhMNSION NOTE: Proposed building dimensions shown hereon are of the exterior. i3P I - 23bq ZONING DATE - Ok to construct single family home with setbacks and impervious area shown on plan. 316.(V9 0 imp. 11326 Voyager E(ev.- S, Gr'L LOT 10 f8' S89'40'51OW PROPOSED 40.7--------- CONC U WALK PROPOSED c 2 STORY RESIDENCE o. c 3770 SALTMARSH LOOP o Cd 1826 VOYAGER NW, aN ELEVATION - S oa EL IGARAGE -LEFT 2.7 FFE= 32.0 o. c to N89'40'51 T' 120.00' POINT OF LOT 12 BEGINNING 51_3' o' ai LEGAL DESCRIPTION DESCRIPTION: A parcel of land lying in Section 17, Township 20 South, Range 31 guildbig SetbacksEast, Seminole County, Florida, and being more particularly described as follows: Setbacks: Per construction plans for COMMENCE at the Northwest corner of the Northeast 1/4 of said Section 17, run "WPRESERVE", city of Sanford, Seminole County, Florida. thencealongtheWestlineoftheNortheast1/4 of said Section 17, S.00019'09"E., a distance of 251.08 feet; thence N.89040'51"E., a distance of 25.00 feet to the POINT OF Front = 2 Rear = 20' BEGINNING; thence N.00019'09"W., a distance of 40.00 feet; thence N.89040'51"E., a Side = 5' distance of 129.3$ feet; thence Southerly, 34.55 feet along the arc of a non -tangent curve to the left having a radius of 62.00 feet and a central angle of 31 °55'45" (chord BIDING )LAYOUT NOTE: bearing S.15"38'44"W., 34.11 feet); thence S.00019'09"E., a distance of 7.21 feet; contractor and owner ore to verify all thence 8.89040'51"W., a distance of 120.00 feet; to the POINT OF BEGINNING. setbacks, building dimensions, and layout Containing 4,899 Square feet, more or less. c — VV, Q4U1 ""' LEGEND:ADUSSD-AccessDmina a Utilities/ Sidewalk LB -Licensed usiness / 9 / BFP- Backflow Preventer Sight Distance Easement 5 Survey PRM-Permanent Ref. Monument R - Reported PCP -Permanent Control Point D - Description FP&L-Florida Power & Light P - Plat FFE-Finish Floor Elevation D. B. -Deed Book 10-Water Meter O. R.-Official Records Book M-Water Valve P. B.-Plat Book 10'-Fire Hydrant P9•- Pa9e RC® -Reclaimed Water Meter Elev.- Elevation RCM -Reclaimed Water Valve Conc.-Concrete Coble Box BP - Brick Paver ID -Telephone Box SW -Sidewalk E-Electric Box FFE- Finished Floor Elevation 0—Utility Pole CI - Curb Inlet Guy Pole GTI-Grote Top Inlet A -Light Pole P.U.E.-Public Utility Easement E--Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride O-Storm Sewer Manhole NCS- No Comer Set (Falls in Water) G-Sanitary Sewer Manhole SF -Square Feet EHHo -Electric Handhole D. U.E.-Drainage/Utility Easement Coo -Clean Out FMGD- MAG NAIL & DISK XVDG-Irrigotion Control Valve P.K.-Porker Kolon Nail Sign SIR - Set 1/2" Iron Rod LB7768 WD4-Gote Water Volvo SPKD - Set P.K. & Disk LB7768 q1( Gos Meter FIR -Found 1/2' Iron Rod LB7768 1 "—Existing Grade FlP-Found 1/2' Iron Pipe LB7768 a -Blow -off Valve FPKD-Found P.K. Nail &. Disk L97768 ---.-Drainage Flow Direction FCM-Found 4"x4' Concrete 1Q,O0 Proposed Design Grade MonumentPRML67778tJUI-As-Built/ExistincGrade Note: SomeitemsinaboveleaenmaynotbenonienhlnuescriptionI Date I Dwn.ICk'd I P.C.IOrder No. REVISED AC PAD 1 9/06/17 _ JE _JDL w v shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were token from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for "WYNDHAM PRESERVE', City of Sanford SeminoleCounty, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) LOT AREA CALCULATIONS LOT = 4. 899 SQ.FT. LIVING AREA= 1,826 SQ.FT. GARAGE = 400 SQ.FT. ENTRY - 39 SQ.FT. DRIVEWAY = 462 SQ.FT. PATIO = 100 SQ.F'r. WALKWAY = 46 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS- 36. 6 x SOD = 3, 104 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 870 soxr. APRON = 107 SQ.FT. SIDEWALK = 117 SQ.FT. SOD = 202 SQ.FT. TOTAL AREA AREA 5. 769 SQ.FT. DRIVEWAY - 579 SQ.FT. SIDEWALK = 163 SQ.FT. SOD 3, 306 SQ.FT. PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone W DESCRIPTION: PROPOSED LOT 11, according to the plat of "WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 PI+U' IP:ALIw3,Q1VLY Phone: (321) 270-0440 Fax: (813) 248-2265 Ede>tw>) 4gLicensed Business No. LB 7768 4e 15 r • GeoPoint Pzeo • ro ` Surveying, Inc. Of;es D. Coy° 'r•. PLOT o° LS6915 3'' Drawn: MTPChecked: JDL P.C.: Data File:BrissonEast-Pbt DRIDA PROFESSIDW-' F.Elf N0. ................ NOTVAUD WITHOUT• THESIGNATURE AND THE ORIGINAL Date: 06/20/17 Dwg: Bris=E=t w11 Order No.: ED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN.20 S. - RNG. 31 E. Field Bk: V. RECORD COPY City of Sanford Building and Fire Prevention L Product Approval Specification Form 1 7- 2 3 6 9 /'-"LDIIV6 Permit # Project Location FORD As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any, of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildin-g.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Fiber Classic FL15000-112 Sliding MI Windows & Doors 420 FL15332-R2 Sectional Wayne Dalton 5120/6100/9100 #0230 FL9174.3-RII Roll U Automatic Other 2. Windows Single Hung Silverline Bldg Prod. Corp. Series 2900/4900 Single Hung FL19715-R2 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Hardi Bldg Prod Inc HardiPlank Lap FL13192-R4 Soffits Aluminum Coils Mastic Endurance FL12194-R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed CorpRoofing CertainTeed Asphalt Shingles FL5444-R10 Underla ments Tamko Asphalt saturated Organic Felt FL12328-R7 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Lomanco Aluminum Roof Louver FL3792-R8 Other June 2014 2 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Cast -Crete USA Inc High Strength Concrete Lintels FL158-R8 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other B. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 3 Florida Building Code Online Page 1 of 3 r i NOW Ilwxf ,j Busmen Professi I atas Moms I tag rn ( Useraepk"*W t product Approval Useas Pubic User Ha Toplo ( Submn SuMherpe I Sbb a Fatts Puanatlons FaC Stan ass Site Map ( tadec SMO Regulation eieEuct Mnrovel Menu > PieduG m Aonllodon Saeni >Awfintlan Lid > Application Oetell FL A FL15332-RZ Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Addness/Phone/Emall 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlingeremiwd.com Authorized Signature Brent Sitlinger bsiUinger@mlwd.com Technical Representative Address/Phone/Email QualityAssurance Representative Address/Phone/Small Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Amhltect Name who developed the L.uls Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Steven M. Urich, PE Validation Checklist - Hardmpy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Yoar AAMA/WDMA/CSA 101/T.S.2/A440 2005 RI affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Oyes ONo ON/A https:llwww.floridabuild.ing.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 8/31/2015 Florida Building Code Online FLIS332 RZ CDC FL15332-COMP.odf Product Approval Method Method 1 Option D Date Submitted 04/3012015 Date Validated 04/30/2015 Date Pending FBC Approval Date Approved 05/06/2015 Summary of Products Page 2 of 3 FL * Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"xBo' NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ# No FLIS332 RZ 11 08-0000C.odf Approved for use outside HVHZi Yes Verified By: Luis Roberto Lomas 62514 Impact Realstantr No Created by Independent Third Party: Yes Design Pressuror N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 510807B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 95"x80' NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 RZ 11 08-00498C.odf Approved for use outside NVHZ: Yes Verified By: Luis Roberto Lomas 52514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 5106050.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4106' Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 11 08-02248A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R7_ AE 512968A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SMES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96 x96' Limits of We Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FLIS332 R2 Il 08-02249A. odf Verified By: Luls Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Othorr WER TO APPROVAL DOCUMENT FOR DESIGN F-LI S3 2 R2 AE512969A.odf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 1439196' REINFORCED Umits of Use Installation instructions Approved for use In HVH7t No FLIS332 R2 11 08-02250A.Ddf Approved for useoutside HVHZr Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE 512970A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 95"x96' Umite of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 n na-00499C.odf Approved for use outside HVHZe Yes Verified By: Luis Roberto Lomas 62514 Impact Reslstantr No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Others REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 510806B.odf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146'x96' ALUMINUM SGD https://www.floridabuilding. OTL/pdpr app_dtl.aspx7param=wGEVXQwtDgtH8572gvdWI... 8/31/2015 Florida Building Code Online Page 3 of 3 Limits of Use Instal Ion Instructions Approved for use In HVHZ: No FLL5332 R2 II 08-00501C.odf Approved for use outside HVHZi Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: He Created by Independent Third Party: Yes Design Pressuror N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE 510808B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143'x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No EL15332 RZ It 08-00502C.od( Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFERTO APPROVAL DOCUMENT FOR DESIGN FLIS33Z R2 AE 510809B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 4301440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143'x96" Limits of Use Installation Instructions Approved for use In HVHZ: No FL15332 RZ 11 08-00503C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: WA Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 RZ AE 510810B.Ddf PRESSURE RATINGS I Created by Independent Third Party: Yes bock Neat 2D2SLVj n ISO North ebmm StreaL Tetahassea FL 32394 Piione B504e7-1b2e The Sbde Of Fbrldi k an ANKO arnpbryar. rran"aht 2007-2013 Smta of Florida.:: gfipp statarngnt ii AccaldhIDtrl Suh rrwnt :: Maup,gabunapt Under Fronde law, email eddrasme am public records. R you do not went your a-mdl address rdund In response to a public. records ragtm% do not send dedmiftmall tothba W. InMad, contact the olllrn by phoneor by tradbonelmat. Ifyou hawairy Quaglum Pima rnrrb0650.497. 095. 'Pursuant to sectlen 4S5.275(i)), Fkrda Stature, dredive edober 1. 2012, kersees 9Ler®d under Chapter 455 P.S. muss provide the Deyerbnent w th an ena0 addrm a they hewone. The omen; Provided may beusedfar ofarbl communlveen wRh the 9censee. However ena0 addresses am public record. Ityou do notwbh to tsupplyaperwaladdres, plum provide the DeparbTa wkh an arroa address which can be madeavailable tothe pvbOe To determine Hyouare a 110ensea Urdu Chapter 455, F.S., please did hem. Produss Approval Accept i MERE cre"NrAE https://www.floridabuilding.org/pr/pr app_dtl.aspx7parana=wGEVXQwtDgtH8572gvdWl... 8/31/2015 AIb6x96 AN OSSA IOM WL N'eRA[D A I ADDED FLANCE AND FIN INSTALLATION 12/10/13 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAYING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OF11ONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEL49RANE IS T!fc RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS :1SED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL EMRUDED ALUMINUM 6063-75. S. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTTV= SYSTEM IS REQUIRED FOR THS PRODUCT IN WIND BORNE DEBRIS REGANS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MA)GMUM ALLOWABLE SHIM STACK TO BE 1/4% 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN I.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 110 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. :'OR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO,ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORIW INTO METAL STRUCTURE USE #10 SMS OR SE+.F DRILLING SCREWS WITH SUFFICIENT LLNGTH TO ACHIEVE 3 THREADS MINIMUM BEYOWO STRUCTURE INTERIOR WALL LOCATE ANCHORS AS S'IOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FAS1ENEiS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THIN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF 0-0.42 B. CONCRETE: - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSL C. MASONRY - STRENCTIt CONFORMANCE TO ASTM C-90, GRADE N, ME I (OR GREATER). D. METAL STRUCTURE STEEL ISGA, 33KSI OR ALUMINUM 6063-TS 1/8' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX. XIP. PIX MI WINDOWS AND DOORS H C 1001 W. CROSBY RD CARROLLTON, TX 75006 TABLE OF CONTENTS SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" NOTES4EETNO. DESCRIPTION 1 NOTES cRArm V.L. une A OB-022492 - 3 ELEVATIONS 6 - 10 INSTALLATION DETAILS IID" NTS °A'E 10/30/13 IPaTI OF 10 SIGNED: WWO13 i 1 FF HE 95- MAX FRAME WIDTH ANCHORS TO BE EOLIALLY SPACED 2) ANCHORSPER LOCATION SEE CHART FOR NUMBER OF LOCATIONS REQUIRED 6' MAX r 6' MAX 6- iAX AME IGHT L B• MAX 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER E.YTEJWR NEW DESIGN PAESSI/AE RAmv AIPACT RAmm t35.0PSF NOW; WliH2-far SLLL SEE CHARM OI AND W FOROTMER UWTS A47M GS DEmwpRESSURERAnNG WPACTRAnNG 25.0-28.6PSF ICE W171 I-7/lSLLL SEBCHARTS0AMDI4FOR OTNER UNITSRAnNOS CMARTII WTM2.7t32'SU WHERE WATER WFLL7RATA NRESISTANCEISREOUXED. e evrrr Dadan P+essuA chat" FdmftwafdTmFfSnV6= Fiwm n I na I QO I 400 antONooSILOO7A saw SLOB Pw eD as Hey as l4eg 40 40D 6DD 4eD 4 SLO u 4oD OD KO I41 al,0 4DD I .1 I7.1 oco 1 x4 si0 0 C IARr/2 WrW a%l/sr SILL WHEREWATER 0.F7LTRA"ONRESISTANCEISNOTAEOU6IED. AEE NOTEoSHEET 7 Deslpn PtehOR (p!Q ins m a1s m) 4ete0 7Lo 7Lo0 QO K00 4da lndo pea I Meg I pos I Hey 1 Meg Pas gig ta de 0 4Ad 420 lea 6d2 K2 4d.00 A 4l0 s9A So u.• du I AZA 14!w 4 U. 0 aD 4i 4 IrAwn yesawIIDN DM[ A N ADDED FIANCE AM FIN WSTALIATION I 12/10/13 R.I- CHARTIO MTM I-f2•Su WHERE WATER INFLL7R4TOM RESISTANCE 19 REOUIRED. e cuerr . Da09v Pied9ae cA&d bd0 RldndllletR• neWan FinnsRh1 Sao 3L0 1 410 1 LO Pod Algid Pas Nry a N Pm C4 eto 76e 47A 7Sa N.7 ISA I7A Ido 34A ISDI I22 120 Id a 479RD 0 I sao 407 71 11.4 1 ZLD I I A CHART94 WfM 1. 12'Su WHERE WATER WFILTRAI)TW RESISTANCE 6NDTASOME0. SmNOTE 9 SHEET1W"RI' 96 D•dgn plum/• chart Ipsp awmAmele T041 Flan• Ran• L• 420 a.o wqei.,.- 7L00 m Mad Pon Mtd Pas Mag Pod Nog 4.sasPLO 4ID 22LOssa 353 ZIA am0er d•• drwloe•nansnodraa svbR"ffd Tsa1A'ensl Rats nooasoaDN 4no DD sLo m An10 Ntt Ids too Mdd 4D 4 e d e t 6 a.0 4 e s e e e a e uD 4 6 6 e e e e e ua e d e e e d d AI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WTTHOUT ADAPTER 96, x 96, ELEVATION V. L. j DS-02249 ss•1t ITS °Alt ID/30/13 p'm2 OF H i L FA HE 96' MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE emu is FOR NUMBER OF LOCATIONS REQUIRED 6' MAX r r MAX 6' MAX 6' Al kME GHT L 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER 00FR10RVIEW DESIONPREMRERATMK MHPACTRA77N0 t35.OPSF AIDNE WITN2-tWS L SEE CHARTS 0 AMO12 SHEET2 FUR OnOR Lit ITS A477NW DESfGN PRESSURE A47M IMPACT A47YAD 26.W-28.6PSF NONE W17M I.VZSILL SEE CHAR7S RAND f1 SHEET2 FOR 0774ER UNITS RA77NGS ADDED FLANCE AND FIN INSTALtAMON 12/10/13 R.L CHART M A'pmp•r nf•nener bcfOnntngnpM semwn.l4peTmiurwle,lwFreeAsoco 0 0Hewmo cap 7zo to OLD HIS Apia Nat Amp N•• Amp K" Aap f40 4 S e s 1 6 6 6 tl.0 t S 6 6 1 6 t 6 sa.o c a e s e e s OLD 4 6 s 6 e 6 a 5 3/B' -I 2' 2 1`/32' SILL ALLIMINUM8068•T5.0Z7XICK j2. i i/2• Slu AUAdDJ /aa Wfi9-M.0M TM6K MI WINooWw. AND Y00DRS LLC `S'R:'o9' CARROLLTON, TX 75006 v,•ENSP: P SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96' rp ! b i FIN ELEVATION p; BTATE OF „1 DO-02249 I A WAU NTS IDAIX 10/30/13 10=73 OF 10 FFII 1 /2" MIN. far oDlo®nox olm fritOum EDGE DISTANCE A ADDW FIANCE AHD nN INSTALLATION 12/10/13 B.L 1 3/8" MIN. WOOD FRAMING EMBRMENT OR 2X BUCK r BY OTHERS 1/4" JMAX. tD WOOD SHIM SPACE 1 3/8" MIN. 1/4" MAX. EMBEDMENT r SHIM SPACE SCREW INTERIOR 1/2" MIN. EDGE DISTANCE f— t J10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS OMRIOR U-U " INTERIOR VERTICAL GROSS SECTION WOOD FRAMING OR" BUCKWBTA[LAMN NOTE& T.IN7ERIORAND E(TEWORRMHE5 BYOTHEAM NOT SHOINIV ADR CLARRY. 2 PI7TOmE7ERAlD JOINTSEALANTBYDINERSTD BEDEGAG& ED 04ACCORDANCEW77)4 ASIM E21f2 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EDUAL ME SHEET 3 OR SILL OPTIONS MIN. IENT 10 WOOD Ei(TEI SCREWWOOD FRAMING JAMB INSTALLATION DETAIL OR 2X SUCK WOOD FRAMING OR 2X BUCK WSTALLA7701V BYOTHERSMI WINDOWS AND DOORS LLC otl TOD1 W. CROSBY RD CARROLLTON. TX 75006 J JS. SERIES 420 SOD REINFORCED WITHOUT ADAPTEJA 98' x 96, v FRAMEINSTALLATIONDETAILSv G b L 08-02249 a NTS "M 10/30/13 1p=4 OF 10 AI A01rEa A ADOEO FIANCE AND FIN INSTALLATION 12/10/13 ILL MAX. METAL SHIMSHIM SPACESTRUCTURE BY OTHERS T 1/a' MAX SHIM SPACE 010 SMS OR SELF DRILLING T- INTERIOR SCREW 7/8• MIN. EDGE DISTANCE I D EXTERIOR INTERIOR DSILLTOBESETIN A BED OF VULXEM 116 d10 SMS OR CONSTRUCTION ADHESIVE SELF SRIILLUNGOREQUAL 10 SIAS OR METAL SELF DRILLING STRUCTURE EXTERIORSEESHEET3BYOTHERSFORSILLOPTIONS STRUCTURE JAMB INSTALLATION DETAIL BY OTHERS METAL STRUCTUREMSTALLATRW VERTICAL CROSS SECTIO,V METAL $TRUCTUREALSTAUATION MI WINDOWS ANDLLC 51R11i 001. CROSBYRD CARROLLTON, TX 750DB CEHg sib SERIES 420 SOD REINFORCED WTTTIOUT ADAPTER 1t• t o+yS s IvoTm I. XTERIORANDSSTERIORFBVIS4 By07HERS, 96" x 96' FRAME INSTALLATION DETAILS p ET l aC: 6 • AT OF NOT SHOINN FOR CLARRV. amx crc Na my aPSWETERAAroJOINTSEA ANFBrOTNEASIVaE DESIGNED NACCOADANCEWIT 1ASRAE21f2 V.L 08-D2249 A ITS 6- S OHAL 111111/1 scNPNTS — 10/30/13 OF I 2 1/2- MIN. ALY604 nv oetuoornal aft oroovm EDGE DISTANCE A ADDED FIANCE AND FIN D15TALLAIKIN 12/10/13 R.L 1 1/4- MIN. pa, . ; : • EMBEDMENT 1 1/4- MIN. CONCRETE/ EMBEDMENT MASONRY 1/4- MAX. BY OTHERS SHIM SPACE OxrBUCK w::a : SHIM-SPCETO21, 1 Z, INTERIOR PROPERLY MIN. SECURED EDGE SEE NOTE 3 SHEET 1 DISTANCE I 3/16- TAPCON EXTERIOR Wf L-U INTERIOR SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EOUAL 3/16- TAPCON SEE SHEET 3 FOR SILL OPTIONS MASONRY/ CONCRETE BY OTHERS J • . At t 1/4- MIN. a'• • . •4 EMBEDMENT 2 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECT70N 0DAICRETSUASONRYWSTALLATTON 3/18- TAPCON CONCRETE/NASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET t CONCRETm"SONRYWSTALLA7XW NOTPS: t. WIFAIORAND EXTERIOIR moss E5, 8YOTHEii3, NOT SHOWN FOR CLARITY. 8. PERIATETERANDJOWTSEALANTBYOT)IM TOBE DESIGNED INACCORDANCE WITNASTAI E2112 MI WINDOWS AND LLC 5\11RI:ITLIoAi' DW. cRDSBYRD CARROLLTON, TX 75006 1,'•GENo"e- I-1 k• o k= SERIES 420SCDREINFORCEDWITHOUTADAPTER96" x 9 FRAME INSTALLATION DETAILS a AT OFF•:?OR10Vcarts Dm MaPIN00—022 249 A At[ NTS pat 103013 6OF10 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. T EDGE DISTANCE 1 3/B' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR UA U JI INTERIOR D BE SET IN OF VULKEM IIS RUCTIDN ADHESIVE UAL 10 WOOD SCREW SEE SHEET 3 FOR SILL OPTIONS WOOD FRAMIN( OR 2X BUC) BY OTHER MIN. IENT VERTICAL CRASS SECTION WOODFRAABNG 0R2XBUGY WSTALLA7KIN NOTES: I. wBwRAND EXTEAlOR FWL4HES, BY07NERS, NOTSNOWN FOR GEAR17Y. 2. PER(ME7WANDJOWt•SEAIANTBYOTXERS708E DESIGNED IN ACCORDANCE MTINASTU E2112 1 3/B' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS RLmm:s rrtv o+ox att ,rvno+ea A I ADM FW10E AND FlN INSTA MMN 12/10/13 R.L I r 1/4' MAX. SHIM SPACE IMTCn1nC JAMB INSTALLA770N DETAIL MDOD FRWWGOR2XBUCKW8TALLAnL1N MI WINDOWS AND DOORS LLC SoltIt 1001 W. CROSBY RD CARROLLTON, TX 75OD6 SERIES 420 SGD REINFORCED WITHOUT ADAPTER alVor 96' x 96' FLANGE INSTALLATION DETAILS AW ty V.L 08-02249 m" NTS 1041E 10/30/13 -mT7 OF 10 III 0 METAL STRUCTURE BY OTHERS JID SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX. SHIM SPACE rX J1D SMS OR SELF DRILLING SCREW INTERIOR SET IN WLKEIA Its ION ADHESIVE SEE SHEET 3 FOR SILL OPTIONS VERTICAL CROSS SECTION METAL STRUCTUREIASTAL-LA71ON NOTES: J. WTEIVOR AND ECTMIOR FINISHES. BY OTMEn NOTSNOWNFDR CLARITY. 2PERfA4ETERANDJOINTSEILAAITBYOTHER470BE DESIGNED WACCORaANCE IYRT/ASTM E2112 eLv alsnor ul+ ale Arntowm A I ADDED FIANCE AND FIN OLSTALIAMON 12/10/13 RL 1/4' MAX. SHIM SPACE T- 7/BMIN. INTERIOR EDGE DISTANCE 10 SMS OR 1110L Muni III SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMS INSTALLATION DETAIL AlETAL s7RUCTUREINSTALLATION MI WINDOWS AND DOORS LLC ` %A111!I/w." 10D1 W. CROSBY RD `J\? :: • CARROLLTON. TX 75DDS v, .%r'EAISE : P SERIES 420 SGD REINFORCED WITHOUT ADAPTER :1t••/•0 *= 96" 96" L1:_ FLANGEINSTALLLATIONDETAILS . TAT OF tv oRw1A owe wa sv 0R1 T: V. L DB—DZ249 A ///JS pNA11L NTSImm1D/3D 13 JQWR OF 10 2 1/2- MIN. — ROOM o6arrrlrz+ one .orncvm EDGE DISTANCE I I A ADDED FIANCE AND FIN INSTAUA7IDN 12/10/13 R1 e y• 1 1/4" MIN. a. .:. : : • : EMBEDMENT 1 CONCRETE/ J EMBEDMENT MASONRY 1/4' MAX. BY OTHERS SHIM SPACE OBIS S T 1/4- „ AC TO BE 2 1/2- SHIM SPADE INTERIOR PROPERLY MIN. SECURED EDGE SEE NOTE 3 DISTANCE SHEET t 3/18' TAPCON L.rFill 3/16" TAPCON CONCRETE/MASONRY BY OTHERS EXTERIOR INTERIOR SILL TO BE SET IN A BED OF VULKEM 115 CONSTRUCTION ADHESIVE 3/16- TAPCON OR EQUAL SEE SHEET 3 MASONRY/ FOR SILL OPTIONS CONCRETE BY OTHERS t . A. 1 1/4" MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION C 4ASONRYNSTALLA7X)W OPTIONAL 11 TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES 1. NTER10R AND EXTERIOR ANISHa BYOTNEAS NOTE OWNFORC4ARRY. 2. PERWE7ERAND JOIWTSEALANT' BYOTHERS TO BEDESIGNED DV ACCOROANCE WTTHASTN Elf I2 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 42D SGD REINFORCED WTTHOLIT ADAPTER 96" x 96, FLANGE INSTALLATION DETAILS Y.L. I DO-02249 WAR NTS I °` TE 10/30/13 lm=T9 OF 10 14 r E Ns 4, WOOD FRAMING BY OTHERS 1/4- MAX 1 SHIM SPACE 1 1/4- MIN. EMBEDMENT B WOOD - SCREW 7/16- MIN EDGE DISTANCE 08 WOOD SCREW 7/18' MIN EDGE DISTANCE EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING O R2KBLM.KWrALLA7ION t 1/a' Mlu. EMBEDMENT WOOD RAMIND 8Y OTHERS j SHIM^SPCE INTERIOR VERTICAL CROSS SECTION VMD FRAMWO OR 2M SUCK AISiALLA1T0N FOR SILL INSTALLATION SEESHEETS 4-8. 1 S/B' MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP - a ' 1 1 /4' MIN. EMBEDMENT I BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/16' EXTERIOR -'— PANEL INTERLOCK HOOK STRIP INSTALLATION AASONRYXONCAETE METAL STjlANTERIOR BY I INTERIOR TRIM 1 3/8' MIN. EMBEDMENT HOOK STRIP HOOK S10 w00D SJIDCR SELF DRILLING y SCREW PANEL EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X9UC00WDOOFR4A11N0 METAL STRUCTURE NOTES 1.WTERIORANDEXTERIDAAN6HES SY07HERS, 140T SHOWN FOR CLARITY. 2 PEMAlEM MID JOWT SEALANT BYOTHERS TO BE DEBIONED AIACCORDANCEWTTHASTM E2112 1/2' MIN. en D[soo+^m o11c uwaovm EDGE DISTANCE A ADDED CNAR15 03/06/12 R.L B REMSIFD PER NDY IESIINC 10/15/13 R.L. 1 3/8' MIN. C ADDED FLANGE INSTAuAnoN5 12/06/13 JILL WOOD FRAMING EMB MENT OR 2X BUCK BY OTHERS 1 3/8' MIN. 1/4' MAX. 1/4' EMBEDMENT r SHIM SPACE MAX. SHIM I INTERIOR 10 WOOD SPACE 1/2" MIN. SCREW EDGE DISTANCE 0 EXTERIOR INTERIOR • 10 WOOD SCREW SILL TO BE SET IN 10 WOOD A BED OF I116 SCREW CONSTRUCTON ONAD AOHESNEOR EQUAL SEE SHEET 2 EXTERIOR FORSILLOPTIONSWOOD FRAMING OR 2X BUCK WOOD FRAMING JAMS INSTALLATION DETAIL BY OTHERS OR 2X BUCK WOOD AVAMORZXBUCK INSTALLATION I BY OTHERS 1 3/ 8" MIN. EMBEDMENT VER77CAL CROSS SECTION WOOD FRAAIWOOR2XBUCKINSTALLATIQN MI WINooWw. cRosBYCeDS LLC y`S%R ILloqi CARROLLTON. TX75DO6 `\,, *\GENS*. tP SERIES 430/ 440 XIX SGD >1 W-TAf?; 1FNOTES: 143" x96" REINFORCED e1'O 1+ERS FRAME INSTALLATION DETAILSO 0 wz1.INTERIORANDIXM;VORFWISHESNOTSHOhNFIXICLARITY ADESIGNED JWACOORaWCE ABJYMOTHERSTOBEE21 It F D8-00503 l"wlC /S:ODRI0a``` scvcM mtst ;/IjIAj{ll NTS 0223/09 3 OF 9 METAL STRUCTURE BY OTHERS 1/4' MAIL SHIM SPACE I 7/8" MIN. EDGE DISTANCE I 10 SMS OR SELF DRILLING r — SCREW EXTERIOR INTERIOR 10 SMS OR SELF ORIWNG SILL TO BE SET IN SCREWS 10 SMS OR i A BET) OF VULKEM IIS CONSTRUCTION ADHESIVE OR EOUAL METAL - SELF DRILLING STRUMRE SCREW SEE SHEET 2 BY OTHERS FOR SILL OPTIONS METAL STRUCTURE BY DINERS Li VERTICAL CROSS SECTION METAL STRUCTUREPISTALLA770N ' NOTES 1, INTERORAND EXTERIOR RNISHM, 8Y OTTIERS NOT SHOWN FOR CLARITY. 2 PERIMETERAND"41'SEALANTSYOTHERS TO BE DESIGNED INACCORDANCEWTRIASTWE2112 1/4' MAX. SHIM SPACE 3 INTERIOR EXTERIOR RLMltONS RLv Ia. m1E IAPPRMO A ADDED CNMTTS 03/05/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS IZ/06/13 R.l. J JAMB INSTALLATION DETAIL NETAL STRUCT VAE IN TALLA770N MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75DD8 SERIES 430/440 X1X SGD 143" x 96' REINFORCED FRAME INSTALLATION DETAILS pNsM MLoRc F.A. 08-00503 WA. NTS 02/23/09 15HUr4 OF 9 ft.. l ILlpV ice E OF CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 2 1/2' MIN. EDGE DISTANCE a ' • ' 1 1/4' MIN. t EMBEDMENT 1 1/4' MIN. t5rH EMBEDMENT 2 1/2' MIN. EDGE DISTANCE 4• . IM SPACE 3/18' TAPCON3/18' 7APCON CONCRETE/MBY EEXTERIORERIOR ;'°• SILL TO BE SET IN A BED OF VUUKEM 115 CONSTRUCTION ADHESIVE • MIA OR EQUAL SEE SHEET 2 FOR SILL WMDNS VERTICAL CROSS SECTION CONCfiEi504 SCWRYWSTALLATTON C 1 1/4' MIN. EMBEDMENT 2 1/2' MIN. EDGE DISTANCE 1/4' MAX. SHIM SPACE INTERIOR Aftsm 09=1pnm DATE AMWV o ADDED C40M 03/05/12 R.L. RE1yED PLR NEW TESTWG 10/15/13 RA. ADDED FIANCE INSTALLAAONS 12/05/13 R.L L5 EXTERIOR IAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CowCRE7FJAlASONAYINSTALLATTON TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NDTm v.1HTERIORAND EXTERIORRASHES. BYOTHERS. NOTSHOWN FORCLARITY t PERMETM AND JDIWSEALANT BYOTWRS TO BE DESAONEO WACCORDANCE WITNASTIN 81f 12 MI WINDOWS AND DOORS LLC y11""'Il ii, 1001 W. CROSBY RD J;ScEN '"! S CARROLLTON, TX 75006 a SERIES 430/440 XIX SGD n 143' x 96' REINFORCED FRAME INSTALLATION DETAILS p•, TATE OF ' OMWN: oRo rw 08 0 Kv C ,,'4411111111\`` 53OF AL WALK NTS—.02/23 09 9 Imp 1/2' MIN. xtv ocsa+lla tP1[ MPIIOVED EDGE DISTANCE A ADDED CHARTS 03/06/12 Rl. B RFMSED PER NEW TENT94G 10/15/13 R.L t 3/8, MIN. C ADDED FLANCE INSTALLATONS 12/06/13 R1 OOD FRAIAING EMBE4MENT OR 2X BUCK ^ BY OTHERS 1 3/8' MIN. 1/4' MAX. EMBEDMENT F SHIM SPACE SHIM • INTERIOR oSPACE1/2" MIN. J10 WOOD EDGE DISTANCE SCREW Li EXTERIOR INTERIOR JIO WOOD SCREW 10 WOOD SILL TO BE SET INSCREWABEDOFWLItEM 116 CONSTRUCTION ADHESIVE OR EQUAL WOOD FRAMING SEE SHEET 2 EXTERIOR OR 2X BUCK FOR SILL OPTIONSBYOTHERS JAMB INSTALLATION DETAILWOODFRAMINGWOODFRAMINGCR29BUCKMTALLAION 1 OR 2X BUCK 8Y OTHERS 1 3/5' MIN. EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BLOCK INSTALIATTON MI WINDOWS W. CROSBYAI DOORS LLC J`SIIRt1C1p qiCARROLLTON, TX 7500Er, v\GESIS,tP SERIES 430/"0 XDT SGD *-4?ATVO 9t= NOTES: 143" x 96' REINFORCED ' S wI E CAFINISHES.BYOTHER& FLANGE INSTALLATION DETAILS A1.QY. IPERIMETER AND MAVTSEALANT BYOTHERSTOBE ` 08_00503C i is,- RIO G`C DESIGNI=DINA000RawCEWITHASTME211Y viDNAL \ w" NTS IWE 02/ 23/09 ITS OF 9 11111111111\\ METAL STRUCTURE BY 07HERS EXTERIOR 1 /4' MAX. SHIM SPACE OR 7/6' MIN. LUNG EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS 1/4' MAX. F SHIM SPACE F3 INTERIOR RL109DI1! A ADDIM CHARTS 03/06/12 1 RL B RLVLSm Pat NEV TES m 10/15/13 AL C ADDED nANGE INSTAUATONS I 12/D6/I3 ILL.. SILL TO BE SET IN LJ A BED OF VULXEM IIS CONSTRUCTION ADHESIVE J10 SMS OR OR EQUAL METAL SELF DRILLING STRUCTURE SCREW BY OTHERS Q(TERfOR SEE SHEET 2STRUCTUREFORSILLOPTIONS JAW INSTALLArION DETAIL BY OTHERS lk METAL STRUCTURE[NSTAUATXYV VERTICAL CROSS SEC77ON PETAL SmLcn R60VSTALLATIGV NOTES. T. INTEAIORAND SYTE.RIOR FWLSNEA BYO'THERA NOT Swrjv mRCL"N. Y PEAIMETERAND JOINTSEALANT BYOTHM 70BE DEMONED0VACCORDANCE INRHASTM E2112 MI WINDOWS AND DOORS LLC Tool W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS WAW: ,sfo a& F.A. I DO-OD503 ME N75 JUN 02/23/09 7 OF 902/23/09 7 OF 9 F TA OF ; ORIOP-sF` 2 1/2' MIN. RDASg15 Ar ant CONCRETE/ EDGE DISTANCE A ADDED awns 03/06/12 R.L MASONRY BY OTHERS 6 REVISED PER NEVI TESTING 10/15/13 R.L 1 •- •. C ADDED FLANGE INWALlA71DNS 12/06/13 JILL 1 1/4' MIN. e i4 .: ' EMBEDMENT 1 1/4- MIN. 1/4- MAX. e= EMBEDMENT SHIM SPACE OOPTIONAL I BUCK TO BE PROPERLY 1/4' MAX. 2 1/2- MIN. EDGE DISTANCE r • ° INTERIOR 411SECURED E NOTE 3 SHIN SPACE 3/15- TAPCON-21 OFill SHEET 1 3/16- TAPCON EXTERIOR n n n n n n INTERIOR 3/16' TAPCON —\ II I( II II I( ll CONCRETE/MASO BY OTH SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EOUAL TD BE PROPERLY CONCRETEMASONRY6VSFALIAT9W SEE SHEET 2 SECURED FOR SILL OPTIONS SEE NOTE 3 SHEET 1 MASONRY/ CONCRETE BY OTHERS . ACTTa•. 1 1/4- MIN. i.wmAvORArm EXTMORFiNomaBY07NEAS EMBEDMENT NOTSNOWNFOR OLARRY. PPERDWETERANDJODYFSEALANTBY07MSTORE DE90NED W A=GRDANCEWITNASlW E2112 VERTTG4LCROSS SECT70N 2 1/2- MIN. CONCRErE40190LATION EDGE DISTANCE MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75008 SERIES 430/"0 XIX SOD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS oRAlk are N1 F. A. 1 08- 00503 sear NTS — 02/23/ 09 —8 OF 9 11111111f., it. L D,/ i 0 EN&F'9d y TATE OF ;_y 1 5/8• MIN. EDGE GIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1 /4' MIN. EMBEDMENT 1x BUCK BY OTHERS, PR BUCK TO BE CUPROPERLYSECURED 3/16' EXTERIOR --- PANEL INTERLOCK HOOK STRIP INSTALLATION AUSONRY/CCN(MTS INTERIOR TRIM 1 3/8- MIN. E7,IBEDMFIJT HOOK STRIP SO WOOD SCREW EXTERIOR 1 ` PANEL INTERLOCK HOOK STRIP INSTALLATION Z(BUCKWOOD FRAMWO pmvdmo mcprftoN Char m ADDED CNARTS 03/06/12 R.I. Rr4= PER NEW TCSTWG 10/15/13 R.L. ADDED FIANCE INSTALLATIONS 12/06/13 R.L METAL STRUCTURE BY OTHERS TRIM INTERIOR NOOK STRIP 10 SELF DRILLING SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METALSMUCTL91E NOTES: 1.OVT94MANDEMWRFWSNEX BYOTHERS. NOT SHOM FOR CLAR Y. P PERIMETERAND JOA?SEALANT BY OTHERS ID BE DESIGNED INA000RDANCEWITHASTM E2112 MI WINDOWS LLC It. `ow.seYD CARROLLTON. TX 75006 Vso`//i'' CENg.41P 0 R SERIES 430/440 XIX SGD 143' x 96' REINFORCED HOOK INSTALLATION DETAILS k= s`/ ONAL oAo No RLV FauAW DO-00503 C J//Jf11111I 1re a11t e7/43/o9 91mT9. OF 9 i 6/9I2017 Florida Building Code Online w ba* RegulationBusiness & Professional r SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats a Facts I Publications I FBC Stall I BCIS Site Nap I Links I Search Florida Y 0Product Approval IUSER: Wblit User r.111. Y Pmdurt Approval Menu > Produet or Aodlutlon Search > Aoollcation List > Application Detail 0 OFFICE CF THE FL a FL15000-R2 SECRVARY Application 'type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rlckw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 1. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15000 R2 COI Certificate Of Indeoendence,odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/1.S.2/A440 2005 ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect htips:/Ifloridabtilding.orgfpr/pr ppp ol.aspx?param=wGEVXC MDquS73Fr2ZyiPozArtA6CzHQ3yMKg2Hy8p%o2fuCfc2MRiSC82w%p3d%3d 1/3 6WO17 Florida Building Code Online FL15000 R2 Eauty FL - 15000 Eouiv of Standards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/29/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/19/2015 Summary of Products FL # Model, Number or Name Description 15000.1 a. "Fiber -Classic" or "Smooth -Star" V8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL35000 R2 11 INST 15000.1.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15000.1 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.1.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.2 b. 'Fiber -Classic" or "Smooth -Star" 61 "Non -Impact" Opaque Fiberglass Door with & without Sldellte(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 11 INST 15000.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.2 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.2.odf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.3 c. "Fiber-Oasslc" or 'Smooth -Star" 8'0 'Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 Il INST 15000.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15000.3 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.3.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.4 d. "Fiber -Classic' or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 II INST 15000.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.4 for Design Pressure Ratings, any FLI5000 R2 AE EVAL 15000.4.odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "Y' part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.5 e. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) httpsJRloridabtAiding.org/pr/pr app dtl.aspx4param=wGEVXQwtDquS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8%2fuCfc2MRiSC82w%3d%3d 2/3 6GO17 Florida Buildrg Code Online Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 11 INST 15000.5.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.5 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.5.0f additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "Y' part number doors, which have been stained or painted within 6 months of Installation.) 15000.6 f. "Fiber -Classic" or "Smooth -Star" 6'B "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Umlts of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 lI INST 15000.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.6 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.6.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of ")" part number doors, which have been stained or painted within 6 months of Installation.) Dack Hext Contact Us i s 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the orrice by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Deparment with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Emil Credit Card Safe blips://Iloridabuildirtg.orglpr/pr_app dtl.aspx?param=wGEVXQwtDquS73FrZZyiPozAnA6CzHQ3yMKg2Hy8%2fuCfc2MRiSC82w°/a3d°/a3d 3f3 UW MAX DOOR HORMYrAl. CROSS SECWN EXTERIOR INMOR ID el, L L "No DOOR PANEL um =124/72 x 4D 11'lGLAtS NTE 1/2' MIN. CLASS INK. A 40 V1'GUSS 1/2' MIN. CLASS 1HIC O^ Cti: E1[TERt$R 8' F LQB W 1/8" 42 of TEMPERED G1 TEMPERED r t 6 e GLASS CLASS S•' r, AIR SPACE AIR SPACE 25' STEEL INTERCEPT 1 /g' 25' STEEL 1 6 t ; ° INTERf SPACER 1bdPERFD GfA INTERCEPT TEMPERED GLASS 3SPACER29 t# g Cm e40 INSLILAIM 41 SEE NOTE 1 GIASS W 4029 SEE NOTE 1 INSUlA7ED CIA4S W/ 41 i SAX LITE FRAM A71N . DETAIL 5" L1iF F'R!ME.L 31NG DETAIL SEE NOTE 1 333sss S+713. 9W MAX 1 PANEL WIDTH 7. 125MAX D. LQWIDTH 1 4 2 4 le SfDEU1E PANEL Smooth Star HORIZONTAL Cross sEcnDN 4 SIDELI'!E PANEL ZLASTIt: IIP L11E iiiAATE /.L1ASTfC LIP L1TE 1RWE t7QRUDED PVC iYTRUDm SNC I Iffi VEATi01L CROSS SECitON SIDQJIE PANQ 11. S o ' for Itsns in do /ti Ofth°me euewa) is oe follow: From the bottom up on eldest W. eith ( 7) mon spaced at 9.fi75" as thus or*(?1 cawc ut strofopandbottom at 2.125' In from each 42 SIDEIRE T' DP Ai l3071bAIRAIL r S7D 1iE GUNK SIDE SRLf comer. fTNCFR JOfNfFD PONDERQSe PINE, SCe0.43 i1N(Jpt JDlNiED PONDERDS4 PIf4& Sf:°0.43 i i oos 02 24 12 le" mtc m: LiS 3 e Fl.-15000. 3 t OBI -L 6, 2. C 48 49 Tj C-m KQ3 114 Y t, The stdeAte At dfnxt set into the jomb wRJ+ (12) Item J443 o JS x 2' pf& wood screw. There ors 13 4) at 000h wrtloal Jamb. from Ns top down of is 1.15, 31' 46.5' & Sr. There cre 0 of the I if4 1dItL 21 is header of 4' from the outslds eomere of the H BAIL (MFYP.) frome. There ore (2) of the At, 4' from the outside Corners. 1 HoRRONTAL CROSS SECTION 7 o 48 1-1/4' Wk IDAB. (TYP) 19 I.rm . C429 17 13 45S 43 4 7 C7NE ar to 35 lr( rL n. ti • ,• y ,. V.;' 43 a SEE NOTE 1 35 OfiFRfORd 21 our 24 12 g 9 to 16 f2 • 43 amm N.T.Soft en JK 2 NORQONTi1L CROSS SECTION 3 1 HORIZONTAL CROSS_ SECTION gTgtjQg a bmvm , w 7718DA.—ISOW3amm ierL20 1 4- I MULIION 1 pII I I 1 I 1 1 1 u•: ef $ a " SHO',YN FOR MASONRY 49 REFERENCE 1 I MASONRY 49 a ntttOPEMNGTYP. HEAD 1 MULLION) l I111 OPENING TyP. HEAD a p N o s F o nJAMBSSHOWNFOR I REFERENCE 11 I 1 11 e 9 1 4. J{ 1 ' o 3' 9 . 2x BUC 2x DUCX t 3 2 01IIaII I l a I I I'll ASTRAGAL 11 I `ASTRAGAL o II p SHOWN FOR 11 o I SHOWN FOR I I p REFERENCE 11 xT ci 1 REFERENCE II a n a it 1 C: ; I I a I I Il 1 II 1 1 I rDOUBLEW/SIDELRFS mac•. BUCK ANCHORING 4` poums RUCK DOOR INSMNC q o 4 4• ANCHORWG 4• S p 4 3:' I II 1 awII SHOWNNFOR I I 49 i REFERENCE I I 7 49 MASONRY OPENING TYP. HCAD 11 t GOOPENIN IYP• HEAD do JAMBS i i k JAMBS 11 I I II I1 COxCRETFAN MNOTB- I I I It. Corumft orxhdrA=mffbm at the cm-mv moybeamlWtd to mco do ht fie mh 2X BUCK II II 2x BUCK 2. Caoneae4s notedasMAK.ONCEdIH npdbeadAadedta II I I mahtab tftemin. edge dWatee to morkvbh% addtlandeoname P onchws dtotIne iAXON C8•R6Ydmaufatn=Yc4nc I 1 aenotexweded. N C 8eleMULLION1m I SHOWN FOR I lREFERENCE I I° o v z o 02 4 12 NTs. ITp:s II II JKIt si1111LFS y12 V TNACON FL-16000.J o aBUCKANCHORINGRUCKANCHORINGsaII s ypp } ra i4f•'• k•"• a TAPCON t.T/ r r B' 7/" 1.1/4' T• L j`z let Pi d 8 IsAr Aw 20A r 1SS TL1H p M ROMM oIll e 27 27 T1• P. TYP. AS 4.r Y IV 2V t r 0 IM o, 7sa7s nosy, - I I- - SEE NOTE 1 6 g 24 ASTRAM DEAL maO 24 12 6 ma N.T.S. 1 ma on JX e 1. THE ASTRAGAL BOLT HAS A 3• THROW AT THE TOP Cm or LFS d tu+oo te+ s ANDTHEBOTTOM. FL- 11000.3 u mo 1 cr12 0 THERMAITRU THERMA TRU DOORS 11a mpuw }IAL om, aftwo o. ON 4 817 FIBER CLASSIC"/ "SMOOTH STAR" 8'0 INSIMNG w/ & w/OUT SIDELITES FIBERGLASS DOOR NON -IMPACT° QRMAI N= I. thispsoducthas been evatcledarilIshmmphatroWlhIlses$tMonPM,4Roddalul tp Code Mt XhM31rvgAtaneatsixhdrtp(he-rWhYelodiyHu*une7oneDMi2J. 2 Ptodudonchais &Wb&wWed crdspacedaslarvnanColclLMdtsenbedrttertttobose nuiterldsnagbe beyond w(l dresdnp orducco. a When tsod h VwlWW7+ts pmductkt q kvdIn bepmeeded 0hanIntpacdsed0unt asvaletp Nx>f oompGs sec7on 16asof the IBC. 4.WhenttsedNatomadsWeoftho' N WtKpJtttgvAndDomedabispmtecftnftprod)ctb mqu0ed tobopmlededw'tan h pod mddanf covobV lbotcompBxwNhSadonlWJ2*1 s x Ta2t dud bmtbtg catsltueBoAanrJ+ot6>0 orthere mdlcstld b. rho tame asitta! sttttwst tart buckntmanycashucgon d site ca> r 0, ; t &devk de tam t o dM* of ft dPmAv gL09 bhBrondhodhm an** by a Icxrnsd enplt— a regslerad atdtged7. ft pn)&o i dm not med ttowaSa trdit t mqulemetittr mo?MQ. hswirptwit sttae be fnft&W)nnwW=bklbbmemosatMD2abtebca6aspto aefedbyatovwt= Vor canopy awchllmtfisangbbolweenlhoedpraScatopyaotedsaplo kleafhon/3dep— TAKEWOOM MsNffrf a=WRDN iTVplcWGWAftrwdeAPpttstslJtluLgenrldnates 2 Door details 3 dompibwcbgdq 4 olte d& M & dof f S vedtoolooasecooss 6 Hosbon alcousecNom 7 Nottzontdeww 8 t9sk 9 Ftatte 10 Fiolne 11 12 elm l.Com e 2 v 11%, A. • 111 l. 1 1. 1 v e A v v ONE! 1 EEM.' wzo 47. 0 47.0 1 + 60.D I -6U 47.0 -47.0 +60. 0 1 .60.0 2I FL-15=4 I 55 IA 56 54 4 3dWMAX DOOR INTEMOR PMELYMTA 2 GHORaONUL CROSS SECMON ODOR PANa wx - 4Mr Me I" EXMICR DMIDIR WWOI . ,A- J Ll I a IA711 SM) ST,,R) IA DDOR MO. Smooth Star ur 57 40-- M/24/12 IIN A" XTA p fS,00; U L a WRWCAL CROSS SEMONSTDOMPM& FL-15000.4 o12 Ilk r" 38 J8 t ''. w • 1 iwr # a? <=d 'ri 16To 13 31 1 V tt eoe F81717i . 6 T r. 45 rPL•li \: SEE NO)E 1 G m 77 47 SEE NOTE 2 J4 Y,'1tfR' T 48 ' 4 30 90 J0 lfT8 • v,'.. LEM= JC 8T93 EXTERIOR JOI BIGB cd •, r t SFS i C7 'jJ ors NOTE 2 47 r 2. 46 SEE MOTE 2 1A 3 VERTICAL CROSS SECTION V Shown w/tx sub —buds 26 : d• 40 I9 - OPTIONAL SURFACE BOLTS ON ACM PANEL w SEE DESM PRESSURE C94M I? 1" 30 19 )3 sp 31 1 14 14 21 SEE NOTE I 1. 7ho sfdeTRe b dOwt set Uto the jamb with (12) 4Rem /43 a /8 x 2' pft wood screw. Them me (4) o° a • •. r .. a ... at each verNeal Jamb, from the top down at Mr. 24F121131'. 48-S' & Sr. Them are (2) at the Mm' headerate4' from the ouWde corners of the frame. than are roue N.TS 9 2) f13 0 /e x 2-1/2' pfh. vood scraw at the e t< sc JK s91. 4' from the outstde comers act ea in d 1 VEKTfCAL OWSS SWnON 2 V RTTCAL CROSS SECTION 2. OPTIONAL SURFACE BOLTS ON ACTM PANEL aFL IS ^ S 5 (SEE DES/BN PRESSURE C1t O F1-15000.4 c aar or M o r / i p Qlall C4aK rr'rirSEENOTE ' I 1. The sdeft fa dfreet set kda the J°mb r//rfllllt U``,•` L 43 wwN (12) Ram /43 a j8 x 2' P!= weed Then ore (4) 4 tf eie ascrew. at each wrtlool from the top down 31'. jamb, of 13.5. 463, k got nare are (2) of the Mader ACTIVE o at f' born the outsfda eomewa of No home. Nora on (2) 113 a Je s 2-1/2' 1 L:f`• r7n a d$ s ms;sl° nJ •. ,i • •. PM wood orrw at the olq t from the J. is IMfRIIV 41 29 36 43 44 OEM k uwi 17 1b OPiIONAI. SURFACE BOOS ON ACTIVE PANEL 1.1l4Wt1 SEE DESIGN PRESSURE CHAWT) flAl.11TPJ 1hnTMI6 3 HORIZ70WAL CRDSS SECTION b 22 EZB43 0.1M J3 a 6 7 SEE NO1E 1 27 b 7 43 33 IN+CJiVE Q ACTIVE 10 O1 R 1, V • 1 r'w. jw.r. K w y •V i' ti N .1.J 1J Jy11511 44 36 a 00 B 10 37 45 Mb 24 12 AM= OM 84 0eT8 inLFS diHOR12014TALCROSSSECTIONHORIZDNTALCROSSSECRONr!FnL—?MMLM4n 6b0 4- 4 w•• `>•,A7 4• a' L.1 i. e' 8' 1 1• • i.•:rwr.\.. ^T8 ' `OA.J••••~ i -goo wi i pBPCe II38rn- MASONRY I I TYP. HEAD I I MASt)NRY TIP. HEAOOPENur OPENINGII & JAMUS II OPENING & JAMBS ASTRAGAL10 I I aSHOWN FOR SHOWN FOR REFERENCH I I 2x BUC1c ; REPMENCCE t 8= 8 2X BUCK 11 / II 1 I'- MUwoN 1 MULUDM-A ! b iISHOWNFOR1SHOWNFORII REFERENCE 1 REFERENCE If 1 II No 1 II 1 11 1 m 8 Y• t II 1 11 rss 1 i•"•!` rR DOl1BLE ODOR W/SIOELRI5 ^,4w+.M.jnOURIF OOOR cc BUCK A CHI( ORING B ICK ANrHORI.SC ggI $ Sa Nas0NRy II II MASONRY OPENING I I II IIII OPENING BS° JAMBS & IIII 2% BUCK II MULUON II COHCRETEANCHORNOTES: II SHOWN FOR II 1. Concmte andorbeaEons at the comes maybe odAatod to mdntdn the mh . II REFERENCE II p edge dfitorxstomorta)olrlts; I 1 I ; 2 ConeisteantlfabcaEonsnotedasAWCONCV4Mrmurrbeadjl&edto matrddn Ow mhf. edge ddonee to m*AW]obi4 addlikod cwwmto onelmrs 1 I 1 a - 'rl may be mqubedtoaromathe?AAX ON C9QW duoerdanmenot oeeededI I MULLIOk 11 C C"cmfeafehartable: HO:FRI FOR n r'i III II O — a 12 KY II II y,' v:" )eT.S. 9 nw orevcJKeteeuepGr a SINCLE DOORW/SinELITES SINGLE DOOR FL_Id000.4 e BUCK ANCHDRINGRUCK ,ANCHORING a w d C 1i11ti.' Af1N: tiEAkA'NCE IIIk`:Ei AiGWI TAPCON ELCC ULTRACON t/' 1•T/ 1• P SEE DETAIL CONCRMANCHORNORS: 1. ConcmIs andwI ca6onl at the corers maybe aeffi.aled to nmk* fn the Mh edge dalmeae to moddr a* s. 2 CanaW& anew b=Oont noted at7A4)LONCEMFA'mt&boodJwledto mobtah the mh. odgo *!unto tommlWjbM adolBond cwxmte anchors mcWbe mgibsd to esatre the %AX ONCHdW cliffmwdon cm not mcmac ed. I Cona Ws anchw t lxe rrd1. Mo1Moh an*ftum 4V edge cbtmtce. l woodsaeto pmmtt to of woodwsTHESG ( 2) ANCHORS REO' D ONLY WHEN OP > 477PPSsF Wl50NRY OPENING FRAME v( BUQK L ••. TYP. SINCLE DOOR /-:gills 13 r m m m WAX SUCK 13 1 ffCK m :,. SURFACE 10 DEWL 13 of 31 m ET LT SMMM PLATE THRESHOLD a n a 6 rJ0` N mow• hJlm% x z E ggd e 5 2 f O ` ie0? 4 12 a+ o N.T.S. ` i r. In JK s. an as aoo eeu ' FL- 15000.4 c cm- LsIz / 0 L. DETAB 3' VIEW '73 _-a- r .8. SEE W/9C mxx DETAIL 12" MASONRY INST& AT10N OPENING W/11 MJrK INSTALlA"M JsFAD , FRAME 2X BUCK 14 m. SILL sEE DELCIL '7' ISEE DETAIL '4' n- CONCRETFANCNORNO7B: T. Concrete ondwrbcWbm of fhe comer maybe od(uAw to moMtufn the mtti edge dstonce b nwtwjbkhbL 2 Cones mld,orlwolbry now a, MAIL ON CENT6t'mud be adiated to mdlf<9,the mh1.edge dldoneetomortw1hir s,oddrimalcol+enteoneness may be requbed to ensue the MAX ON CBJIFR'dioermon ore not maeeeded. 3. Conemtewchorichhw fJ:Gn. wa-+re!! 3i'F. S "sr--`s_.'C'-7•: at5a-_ 119V TAPCONs 1/P 1.1/4- 2' 4 11 TAPCONe 3/19* 1.1/4' T 1-1/2- NO COD SCREW F WTALLAWN NO 7. Ma o nnWrtnten -w edge ditonce, 7 anddatonce. 4,1 o c. ipmh 19 of wodscr wstopreventthesp¢Hhfgofwood MASONRY- TTP. NFAD •' OPENING FRAME i 2X BUCK SEE CDETAIL 7TIrp. SILL — i 49 D 30 W/2X BUCK 13 0 31INSTALLATION 31 W/1X BUCK 48INSTALLATION ' DETAIL '2- E.' Bg ASTRAGAL & SURFACE o STRIKE PLATES ® MEAD n i 31 J1 s mm 24 12 1 190 o JD ib1a urS. Dl Lt IL 't' as WA JK SURFACE BOLT STRIKE PLATE cm of LFS THRESHOLD 13000.4 c a A VO SM A z iO? s pi Asr18w 2D.dr Ar 113! 11 f d i flea 27 27 27 y TYP. TYP. Li 9 w w S lw I 191P r o. s nos oasir— ll-- L SEE NOTE 1 0 d cII0 ape TT an am on & a 1. THE ASMGAL BOLT HAS A 3` THROW AT THE TOP c*L m LFS AND " ME BOTTOM Mams 'a' a FL-1 11 W-LZ p aml DammoDll V3" 1 FUR C1As9C M AM SM (Jf Pot 7M 18r71f M ornwDa-rrcr W6 AV &M;M O-)-A aD ad mesas U SMOOTH W t t0 BY DiAG1-iAV .0 iDWAM Pd R1t 7DOD CDII ME J iC W41 STU 3 EC BM M &It Ym MOROW row 1B L fm DDM)REEMN VLUN WW POW B tmrc 95M cowlamm P 4r l 1 NIBI ar DK to Ito r 31.r LA. M MM vBQfl 11 1OS7 - ppp PSI YBi COBCIFA? OWOOiOQk A AO30lWNN11W61DCIfCONIDBYltmASLImo Comm 12 10 r 2 ' MW So SWW Sim 7 l21 TG mw srm 04 2-Ifir dW PM sma IS lol/ 1 .DIDstemBDlEilIB101D YDBL WM if II BOCK Sr >. MSS GOOD I) MAL 1 C 5101 BOOp RBO6E1 PASS1Gf IDCK - SIC1kDAE gm is SOf m mm 20 MODcllel J" POE s .AA OmOD w 23 IBT1 u DE1 mr - YM 26 XLMWAIE AM" AUBOMDI m FLl9M MY RFBIW AUM NN c IX Ka U >• asxom o It 1-I fA PANIM-0SW mm SWO Nq& C DOOR BMW UP Von 29 546l 1-5SCRY am m 10 Sim BD I SWMACF mu Sim Pwr Sim Ito r 2ATFm= nAwo Wm mm SIM ja IM CRUM RAM VM- NI.M LP LnE nraww me 34 PI. tl11C LPLM mw SBC BUNG JwH MMPM ME sawig vcw is SDDDE WOOD 37 Po r I-> ! LC. PM vow mmu Slip. 1 1' r ?a PMN Om oB Il1C COM = SOUW SIM 1 l 11Y PRi CMtVr SC W 611R TSB 41 e- 10 r 1 1 PIAMW mm 43 1 : Y M PRM MOOD SOD!' SIM 46 AWN B GIB,RIER RDDMDW1CtRampaDODO l5 1 L r AW Dl SM 1RW wa SIM 46 AkS RWACr BOLT MM.2SSIM STm i! 1 20 SDr MU II 1 AMU DO 7 IX fm mm CMETE SDO SIM hvgn S7DRIE RKE SIM r i r 3-11 RN IN CIVEME SMW Sim34 BS 7w PA BOpJ CCIPM SS Loam Ru sm COwffi7F SS IM SME SpdAd S SSpanup im CDIIPlf511B gal 6 MCE MXT. ?S' I 7D &VWACE BMT P a ! 1?9' •± 1 1 r b c1 2 WOOD P12r1AF' nmav JOINTED P'OM=DSA ;W&. SG --IX O 4 I. 11P lAiS1NNGDOOR RCATOA/ SWEEP WM CBD' AU1L WALL, Ez.1Ar—{ T T r— 15 emTTJ Q= 0.09' EI( MID Wft WALL IM I FL- 13W&4 I R W R W Building Consultants, Inc. B Consulting and linglneering Services for theBuilding Industry C P.O. Dox230 Vobico, FL,33$95 Phwca13.659.919T PiMMO DoordorPrafudaalPnOMStSnttiirmraofAmhmkakuNo. 9913 Product Category Sub Category Manufacturer Product Name ShrInglag Therma-Tru Corporation Fiber Classic" / "Smooth Star' i!xWlor Exterior Door 110Industrial Drive aV mewing w/ and w/out 91delitesDocraAssembliesEdgerton, OH 43517 Fiberglass Door Phone (416)tea-1740 INen-Im act• Soups: This Is a Product Evaluation report issued by R W Building Consultants, Inc, and Lyndon F. Schmidt, P. E. (System ID df 1998) for Therms Tru Corporation based on Rule Chapter No. 61C,20-3, Method ID othhe Slate of Florida Product Approval, Department of Business 4 Professlonal Regulation. RW Building Consultante and Lyndon F. Schmidt, P.E. do not have nor will acquire ilnancial interest In the company manufacturing or dlsbibullng the product or in any other entity Involved In theapproved process of theproduct named herein. t/mllatdons: 1. This product has been evaluated and Is In compliance with the 61h Edition (2014) Florida Building Code (FBC) structural requirements Including the 'High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond waft dressing or stucco. 3. When used in the 9HVF0 this product to required to be prolacted with an Impact resistant covering that compiles with Section 1 OW of the FBC. 4. When used In areas outside of tho "HVI-V requlydng wind borne debris protection this product Is required to be protected with an Impact resistant ooverIng that complies with Section 1609.12 of the FBC. 6. For 2x stud framing construction, anchorbug of these units shall be the same as that shown for 2x buok masonry construction. 6. Site conditions Drat deviate from the details of drawing FL-150DD.4 require further engineering analysis by a licensed engineer or registered orchtloot. 7. Inswing configurations do not most to water Infiltration requirements for the °HVHZ'. Inswing units shall be installed only In non - habitable areas or at habitable locations protected by an oveftng or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees, 8. See drawing FL-16000.4 for size and design pressure Umltations. Sup orf/ng Documents: 1. Test Report TEL 01460337-A,B,C TEL D1460336-A,B,C STl'S0o001 15427-107362 ATI e7608.01.108-18 ETC 01-741-11701.0 ETC 01-741-107D3.0 ETC 01-741-10593.0 TEL 06-1031-3 TEL 06-1031-4 Tom Standard ASTM DOW-03,ASTM D1929-96 ASTM D2843.99 ASTM 1)836.03, ASTM D1929-96 ASTM D2848-99 AbTM O2t;.96 ASTM E84-00a ASTM D1920-06 TAS 202.84 TAS 209-94 TAS 20294 TAS W2.94 TAB 202-94 Testing Labctatory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,dnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETO Laboratories ETC Laboratories Testing Evaluation Lab,lnc, Testing Evaluation Lab.,lna Drawing No, Prepared by ;Rp1ND7rllpdp No. FL 15000.4 RW Building Consultants, Inc. (CA 09813) Calculations Prepared by L ; aa •'+i E { i; fi';• °P Anchoring RW Building Consultants, Inc. (CA4M 3) : • ,. { ir,yASTMEl $00 Glass Load Lyndon F. Schmldt, P.E. Quality Assurance o Certificate of Participation issued by National Accreditation and Managemefit Ft•a a.l ,E ,F LInstltuta , oerglying that Therms Tru Corporation Is manufacturing products - • :. r within a quality assurance program that compiles with iSOAEC 17020 and '• ' L. F. 1,; 4,.;.;' fiOutdo53. •y Sheet 1 of 1 •`., .':°fti ti` 4,`;•`'' Lon Hicks. -VP Operations William E Fltdh, P.E. Joseph A. Reed, P.E. Wendell W, Haney, P.E. Wendel W, Haney, P.E. Marls D. Pasero, P.E. Wendell W, Haney, P.E. Wendell W. Haney, P.E. S o &Sealed by Lyndon F. Schmidt, P.E. F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 2/2R016