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Home My WebLink About110 Jinkins Cir 16-917; HOME RENOVATIONSMAR 2 201g CITY OF SANFORD BY: BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ? 9l Documented Construction Value: $ U a 0 Job Address: NO 6 Historic District: Yes No Parcel ID: — ZG — 3 a — .56-z/ 000 — 0 930 Residential Commercial // Type of Work: New Addition Alteration Repair Demo Change of User Move Description of Work: Ao/hc_ n-c&r7- t Plan Review Contact Person: ti`e.l Title: /W -c oL- Phone: 10— K Sl -3 i10 Q Fax: Email: A, _ %Za/xe c.( (w.h a P Property Owner Information Name ll.- , , Ika 14 .- C I- Phone: i(J-2 9'31 - 3 Y 0 G Street: l/ U T,`nl,r.s Liar-- Resident of property? : taCs City, State Zip: 5e nfA-d , r c 2,2,7 7 Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: 200 Von trffn<0 1 S.: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th 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. 0 3 /2 u/i f Signatu of er/Agent Date Print OwrWdAgent's N CC LISA ANTONINI Notary Public • State of Florida My Comm. Expires May 21, 2018 Commission 8 FF 125242 Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID FL Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building i] Electrical e Mechanical l Plumbing[ Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: 1*6UTILITIES: ENGINEERING: I,,, FIRE: COMMENTS: 6 I- A.f.J(. ` 1 1 VA Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5r Revised: June 30, 2015 Permit Application Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a w license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in I year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. 1 I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom It employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed ncomply must work under my direct supervision and must be employed by me, which means that I must with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will 1 abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. i I am of aware of construction practices and I have access to the Florida Building Codes. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. ainformation I agree to notify the building department immediately of any additions, deletions, or changes to any of the that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in I I" t' civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: / 10 6. TkL,k S C r-cd)- I, a ram-, , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signatures Owner -Builder Form of Identification X_ .6-(-, Must be Photo ID) 3ILYZ/t Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 SCPA Parcel View: 12-20-30-504-0000-0430 Page 1 of 2 0nvld JorhnscIn' Cp,A Property Record Card PRRPElRTY Parcel: 12-20-30-504-0000-0430 APPRAISER Owner: HORACEK AMY SEMINOLE COUNTY, FLORIDA Property Address: 110 E JINKINS CIR SANFORD, FL 32773 Parcel:12-20-30-504-0000-0430 1 Property Address: 110 E JINKINS CIR Owner: HORACEK AMY Mailing: 110 E JINKINS CIR SANFORD, FL 32773- Subdivision Name: SOUTH PINECREST 4TH ADD Tax District: Sl-SANFORD Exemptions: DOR Use Code: 01-SINGLE FAMILY L Value Summary 2016 Working 2015 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings I 1 7 1 Depreciated Bldg Value I $48,356 48,171 Depreciated EXFT Value $3,133 3,133 Land Value (Market) 14,000 1 $14,000 Land Value Ag Just/Market Value 65,489 pp9 $65,304 Portability Adj Save Our Homes Adj 0 i $4,756 Amendment 1 Adj 0 Assessed Value 65,489 60,548 Tax Amount without SOH: $628.92 2015 Tax Bill Amount $591.59 Tax Estimator Save Our Homes Savings: $37.33 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 43 SOUTH PINECREST 4TH ADD PB 12 PG 43 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 65,489 0 ; 65,489 Schools 65,489 0 , 65,489 City Sanford 65,489 0 65,489 I. SJWM(Saint Johns Water Management) 1 65,489 1 0 I 65,489 County Bonds 65,489 0 , 65,489 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 12/1/2015 08609 1916 I 97,500 No Improved CERTIFICATE OF TITLE 9/1/2015 i 08543 1 0542w -- 100 I No Improved f -— WARRANTY DEED 12/1/2006 06538 11953 189,000 1 Yes Improved TRUSTEE DEED 4/1/1996 03068 0815 58,000 • No s Improved WARRANTY DEED 3/1/1996 f 03038 10151 ; 100 No Improved QUIT CLAIM DEED 8/1/1992 02462 1214 20,300 ' No Improved WARRANTY DEED 12/1/1986 01798 0504 59,000 Yes Improved Find Comparable Sales within this Subdivision Land Method Frontage Depth Unitr Units Price Land Value LOT 0 " 0 1 14,000.00 14,000 http://www.scpafl.org/ParcelDetailInfo.aspx?PID=12203050400000430 3/24/2016 SCPA Parcel View: 12-20-30-504-0000-0430 Page 2 of 2 Building Information Description Year Built Fixtures Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective 1 SINGLE 1959 6 1,272 1,726 1,552 CONC $48,356 $78,948 Description Area FAMILY BLOCK ENCLOSED PORCH 280 FINISHED UTILITY 126 UNFINISHED OPEN PORCH 48 FINISHED Permits Permit # Type Agency Amount CO Date Permit Date 02441 Addition - Residential Sanford 3,750 9/1/2001 02510 Addition - Residential Sanford 2,110 i 7/1/1996 01326 Addition - Residential Sanford 7,486 . 4/1/1994 Extra Features Description Year Built Units Value New Cost SCREEN PATIO 1 6/1/1996 1 4- - _. 6001 1,500 CARPORT 1 6/1/1996 t. 1 ' 200 500 COVERED PATIO 1 12/1/1990 1 400 1,000 FIREPLACE 1 12/1/1984 1 600 1,500 r ALUM GLASS PORCH 12/1/1984 238 1 1,333 3,332 http://www. scpafl.org/ParcelDetailInfo.aspx?PID=1220305040000043 0 3/24/2016 I & ,S4- J s G G-tsl-3kv o IC -C-?t--I T tD S EF-xI? t rz lz\\- DING SAN pRD Q /s try OFPAR SEP 14 2016 BY:__ JOANN M. JOHNSON MY COMMISSION 0 FF 956284 a EXPIRES: March 23, 2020 R „` Bonded Thru Notary Public Underwriters Re -vision g City of Sanford Response to Comments [I Building & Fire Prevention Division7S272016Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # h % / 2 Submittal Date17 11( Project Address: - .i- ' ^-' 2 ,d C 2 77 Contact: lQag c Ck- Ph: 6 7 - J/ ? J6 Fax: Email: r o 0 Trades encompassed in revision: Building El/ Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: ROUTING INFORMATION Approvals CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-917 Date: September 12, 2016 Contact Person: Amy Horacek Contact Fax Number: Contact E-mail Address: a-horacek(a),yahoo.com Project Description: Residential Alteration Job Address: 110 E Jinkins Cir The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted 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 to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. 2nd Plan Review Comments: The permit application description of work states — re -pipe, re -wire and installation of new HVAC. The following questions must be addressed for clarification 1. A plumbing DWV (drain, waste and vent) riser diagram is required to be submitted addressing the new bathroom added, new bathroom configuration and existing plumbing. Riser shall include all pipe sizes and venting methods. DWV can be hand -drawn by the licensed plumber and does not need to be signed/sealed by the engineer. Two copies are required. FBC 107 2. The electrical page of the plans submitted only includes a few added receptacles and lights. If the home is being completely re -wired, an electrical floor plan must be provided showing all electrical components. The components must be labeled as either existing or new. The electrical floor plan is not required to be signed/sealed by the engineer. FBC 107 3. Also for re -wiring the entire home, two copies of electrical load calculations are required indicating the required service size and if an upgrade will be required. This can be done by the licensed electrician and is not required to be signed/sealed by the engineer. FBC 107 4. For the new HVAC, the plans need to indicate that the units will be replaced. Also, if new ductwork is being installed two copies of a HVAC duct layout is required. The duct layout is not required to be signed/sealed by the engineer. FBC 107 1- Additional Comments as a result of the plan submittal 5. Two copies of Florida Product Approval and corresponding installation instructions are required for the new exterior front door that will be installed. FBC 107 The new screened areas will require a separate permit unless engineering is provided on how the screen will be installed. THIS PERMIT WILL EXPIRE ON SEPTEMBER 20, 2016 UNLESS ALL COMMENTS HA VE BEENANSWERED AND THE PERMIT HAS BEEN ISSUED. A REQUEST FOR AN EXTENSION MUST BE RECEIVED PRIOR TO THE EXPIRATION DATE. THE PERMIT WAS SUBMITTED, ON MARCH 24, 2016 AND EXPIRES 180 DAYS FROM THE DATE OF SUBMITTAL., 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. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey@sanfordfl.gov . Respectfully, Steve Fiorey Residential Plans Examiner 2- s 1111111111111111111111111111111111ll 1111 THIS INSTRUMENT PR AR Y: Name: .i /` . f'GiCP NARYANNE NORSEr SEMINOLE COU14TY Address: t 'r CLERK OF CIRCUIT COURT & COI'IF`TROL.L.ER BK 57841 F'3 781 (1F'9s) CLERK'S v 2016106340 NOTICE OF COMMENCEMENT RECORDED 10/13/2011 01: 45- 12 PI1 RECORDING FEES 1:1Q.iCI State of Florida RECORDED BY ,ieckenro County of Seminole Permit Number: ' l fJq Parcel ID Number: The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal descr ion of the property and street address if available) l l GENERAL DESCRIP ION OF IMPROVEMENT: V D ,vie Re NcNatj o'i OWNER INFORMATION: Name: / M MiL eL e JA6r Ct(Ze (- Address: f m Z k Z"3 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: ® t c r Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. % Owner' s Signature Owner's Printed Name nda Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." iq ti ry State of I r County of er1; Q 1e The foregoing instrument -was acknowledged before me this k (day of r'06? r 20 by . Afi fi qt C1APAA(F k p Dce L . Who is personally known to me Name of person making statement OR who has produced identification type of identification produced: 0 ANNETTE SCOTT Notary,Publlc - State of Florida j My Ctimrti. Expires Jan 16, 2018 Notary Signature Comrhisslon N FF 071760 Bonded NO O "Mal Notary Assn. 0 v C7 A Revision v/ Response to Comments `°° MAR 2 3 2017 City of Sanford Building & Fire Prevention Division Ph: 407.688.51.50 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 7 Submittal Date 3' 7 Project Address:X' 6111A l + d r Contact: Ph: Email: Q- o CA" ORN aU o• c Trades encompassed in revision: Fax: General description of revision: Cl Building Plumbing Electrical @Mechanical f - !, `` Pf - Life Safety Waste Water ri-J 1 SvaM wr,it ows ROUTING INFORMATION Department Approvals Utilities Waste- Water -- ------ - -- - - - - -- - Planning Engineering Fire Prevention Building S 3 Page 1 of 4 BCIS Home Log In 1 User Registration Hot Topics ! Submit Surcharge ',, Stats & Facts !, Publications FBC Staff' BCIS Site Map Links Search F! >7da f Product Approval USER: Public User 6r Product Approval Menu > Product or Application Search > Application List > Application Detail jJ °4iR FL # FL11136-R4 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com VILD NC Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. SANFORD Klamath Falls, OR 97601 800)535-3936 OgRTM customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/18/2016 10/10/2016 Page 2 of 4 Date Validated Date Pending FBC Approval Date Approved mmary of Products FL # Model, Number or Name 11136.1 Contours Steel, Steel Edge Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-80 Other: 05/20/2016 05/22/2016 Description 3'-0" x 6'-8", Opaque, Single Door, Inswing Certification Agency Certificate FL11136 R4 C CAC NI011233-R2.pdf Quality Assurance Contract Expiration Date 08/31/2020 Installation Instructions FL11136 R4 II DC9970-1 Installation.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R4 AE PER3389.pdf Created by Independent Third Party: Yes 11136.2 Contours Steel, Steel Edge 3'-0" x 6'-8", Opaque, Single Door, Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 R4 C CAC NI011233-R2.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2020 Design Pressure: +80/-80 Installation Instructions Other: FL11136 R4 II DC9970 Installation.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R4 AE PER3390.pdf Created by Independent Third Party: Yes 11136.3 Contours Steel, Steel Edge 3'-0" x 8'-0", Opaque, Single Door, Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 R4 C CAC NI011232-R2.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2020 Design Pressure: +61/-65 Installation Instructions Other: FL11136 R4 II DC9970-1 Installation.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R4 AE PER3389.1)df Created by Independent Third Party: Yes 11136.4 Contours Steel, Steel Edge 3'-0" x 8'-0", Opaque, Single Door, Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 R4 C CAC NI011232-R2.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2020 Design Pressure: +61/-65 Installation Instructions Other: FL11136 R4 II DC9970 Installation.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R4 AE PER3390.pdf Created by Independent Third Party: Yes 11136.5 Contours Steel, Steel Edge 3'-0" x 7'-0", Opaque, Single Door, Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 R4 C CAC NIO11401-R1 Certificate.pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes 10/31/2020 Design Pressure: +66/-66 Installation Instructions Other: FL11136 R4 II A008267-FL Installation. odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R4 AE PER3399.pdf Created by Independent Third Party: Yes 11136.6 Contours Steel, Steel Edge Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes 3'-0" x 7'-0", Opaque, Single Door, Outswing Certification Agency Certificate FL11136 R4 C CAC NI011401 02-R1 Certificate.pdf Quality Assurance Contract Expiration Date 10/31/2020 10/10/2016 Page 3 of 4 Design Pressure: +66/-66 Installation Instructions Other: FL11136 R4 II A008267-FL Installation.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R4 AE PER3399.pdf Created by Independent Third Party: Yes 11136.7 Contours Steel, Steel Edge 3'-0" x 7'-0", Opaque, Single Door, Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 R4 C CAC NI011401 O1-R1 Certificate. pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes 10/31/2020 Design Pressure: +47/-47 Installation Instructions Other: FL11136 R4 II A008267-FL Installation.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R4 AE PER3399.pdf Created by Independent Third Party: Yes 11136.8 Contours Steel, Steel Edge 3'-0" x 7'-0", Opaque, Single Door, Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 R4 C CAC NI011401.03-R1 Certificate.pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes 10/31/2020 Design Pressure: +47/-47 Installation Instructions Other: FL11136 R4 II A008267-FL Installation.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R4 AE PER3399.pdf Created by Independent Third Party: Yes 11136.9 Contours Steel, Steel Edge 3'-0" x 7'-0", Opaque, Single Door, Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 R4 C CAC NI011573 03-R4 Certificate.pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes 04/30/2020 Design Pressure: +70/-70 Installation Instructions Other: FL11136 R4 II A009423 Installation.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R4 AE PER3400.1)df Created by Independent Third Party: Yes 11136.10 1 Contours Steel, Steel Edge 13'-0" x 8'-0", Opaque, Single Door, Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: Certification Agency Certificate FL11136 R4 C CAC NI011574 03-R4 Certificate.pdf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL11136 R4 II A009424 Installation.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R4 AE PER3401.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. 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W1 eiGect . . 10/10/2016 JELDr"WEN® Steel s STEEL, STEEL EDGE DOOR 6'-8" & 8'-0" SINGLE INSWING OPAQUE IMPACT DOOR 0 3' 1 3/4. OA ANX. "I .IE WIOTH m QGENERALNOTES 3'DA3'-1 3/4. OA Cn 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA , FRAME WIDTH AIAI(. PANEL WIDTH U CC J tl') CURRENT BUILDING CODE INCLUDING "HIGH VELOCITY F-J HURRICANE ZONE" (HVHZ) REQUIREMENTS. MAx. PANEL WIDTH Z2. WOOD BUCKS, BY OTHERS, MUST BE ANCHORED PROPERLY F rL TO TRANSFER LOADS TO THE STRUCTURE. LL Y = 00 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED ¢ ,_ AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Q t\ Q Lo 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. ® ® J ^ J 0- 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: ' co Y 0- FOR 6'8" WOOD FRAMES - SEE TABLE SHEET 1 FOR 8'0" WOOD FRAMES - SEE TABLE SHEET 1 tE w 6. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE 'i u M E 2. AS PER ASTM-E331. 7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS i iE FOR "HVHZ". d 28 0 27o INSWING IMPACT STEEL EDGE DOOR do o Common to all frame conditions) A B < o r' o O Et DOOR LEAF CONSTRUCTION: C. ^ A B r O Z O Face sheets: 24 ga. (0.020") minimum thickness, Galvanized m Ld -d Steel A-525 commercial quality - AKDQ per ASTM 620 with m minimum average yield strength Fy=26,240 psi. • m N H W Uj ¢ Z Core design: Expanded polystyrene with 1.0 to 1.25 lbs. m w o ZR o>> W density, by JELD-WEN. G. W O Panel Construction: Steel face sheets glued to expanded 0 w LiZ polystyrene (EPS), with steel top and bottom rails and W a- N JJ steel stiles with a wood lock block reinforcement. The F FL- , O a Q Lu LuhingestilecontainsaMDFboardforaddedhingesupport. JA o cn °p 0 rl WZ Frame Construction (Both Frame T aYes): The head jambs A B 0 and side jambs are mortised, butted and joined using (3) 2 2 0. EL 7/8" x 2" wire staples. An aluminum adjustable inswing threshold was unitilized at the sill. An optional aluminum 5 3 x 3 DOADAthresholdisavailable. 6'8" SINGLE INSWING UNIT (X) 8'0" SINGLE INSWING UNIT (X) OVERHANG TABLE OF CONTENTS SCALE.' 112" =1 '—O" SCALE: 112" =1 '-O" LENGTH SHT # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES ALL DOOR MODELS ARE VIEWED e N 2 VERTICAL CROSS SECTIONS & BOM 3 HORIZONTAL CROSS SECTIONS FROM THE INTERIOR SIDE o o 4 ANCHORING LOCATIONS & DETAILS ` N 5 I UNIT COMPONENTS s "' NOTE: PRODUCT HAS NOT BEEN RATED FORA, N WATER INFILTRATION. IF AUTHORITY HAVING N JURISDICTION REQUIRES THAT PRODUCT MEETS " N ,o ^ rn oo uJTHISREQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY = m N n = Qo OVERHANG SLIGMTISMPTT OVERHANG (OH) RATIO 0 0 0 OH L `el$F`NN ,-S PH tiP IS = 1.0 0 4 O I HERMES F. NORERO DATE:j2/07/07 0" FLORIDA P.E. NO. 73778 scALE:AS NOTED7 DWG. BY: EAG T T = A OHK. BY:S. SAFFEL C! P,.•• DRAWING NO.: Digitally signed by Hermes F. Norero, P.E. tC''•••••••" G Reason: I am approving this document ss/ONA1 E \\\\ a9eWris`aR0 cHI eLw. DC9970-1 Date: 2015.04.10 09:10:29 -04'00' 'AEI//lITt111tt\\ FBPE "EoNA Mrizal on No. 29578 SHEEP 1 OF 5 DESIGN PRESSURE RATING WHERE WATER INFlLTRATION REQUIREMENT IS NEEDED WHERE WATER INFILTRATION REOUIREMENr 5 NOT NEEDED 6'8" (X) 80.Opsf 80.Opsf SO.Opsf 80.Opsf 8'O" (X) 61.Opsf 65.Opsf 61.Opsf 65.Opsf m w 2 1/2" MIN. wn1m Z EDGE DIST. o n x Y \ a 2 w 3/4" MIN. EDGE DIST. x Y m Q= 9 DESCRIPTION MATERIAL p m 1 LATCH JAMB 1 1 4 z 4 9 16 PONDEROSA FINGER JOINTED PINE PINE Z 7 31 p° 2 HINGE JAMB 1 1 4" z 4 9 16 PONEROSA FINGER JOINTED PINE PINE J 0 g 32 3 HEAD JAMB 1 1 4" x 4 6 i6" PONDEROOA FINGER JOINTED PINE PINE m N N 4 4" x 4" BUTT HINGE 12 a..097' HAGER 32 31 5 9 X 1" P'H WOOD SCREW HINGE TO DOOR 3 6 9 x 3 4 PFH WOOD SCREW HINGE TO DOOR STEEL z O J CJ 3 7 8 PFH WOOD SCREW WITH 1.50 MIN. EMB. INTO SUB -BUCK 8 10 x 2" PFH WOOD SCREW STEEL STEEL OL Q Nco 9 3 16" ITW TAPCON MIN. EMBEDMENT 1 1 4" INTO MASONRY 10 JADA EXT. ALUMINUM THRESHOLD MODEL 6063-T5 STEEL ALUM. w Q h 11 INSWING ADJUSTABLE THRESHOLD 1.25 x 4.56 ALUM. 1 Q pSEEDETAILA ON SHEET 5 SEE DETAIL A ON SHEET 5 1z NOT useD 13 COMPRESSION WEATHERSTRIP SCHLEGEL O-LON ODS 650 FOAM r\ J ^ Q = Lu131813181412x3" PFH WOOD SCREW STEEL M Y a 15 9 x 1 PFH WOOD SCREW STEEL 16 FACE SHEET 24GA .020" THK. MIN. GALVANIZED STEEL STEEL 17 8 z 2 PFH WOOD SCREW STEEL 16 TOP RAIL 1.73 x 1.21 x 0.021 THK STEEL 19 BOTTOM RAIL 1.73 x 1.21 x 0.621 THK STEEL 26 26 20 SIDE STILES 1.73 x 1.21 x 0.021 THK STEEL 21 WOOD LOCK BLOCK 1.67 x 3.0' x 18.75" WOOD 16 16 22 STRIKE PLATE CO 23 MDF BOARD MDF Z p 24 0.50" x 1.6 " DOOR BOTTOM SWEEP VINYL 3 V7 Q Q0 25 WOOD LOCK BLOCK WOOD O V>00 ZO OD 26 EXPANDED POLYSTYRENE 1.0 to 1.25 lb. DENSITY BY JELD-WEN FOAM O Z O OQrolOIOIKWIKSETTITANSERIESLATCH & DEADBOLT 700 & 660 W J Wa10O I Lo 00 r H a0 io O0 2829 LATCH SCREWS 8 x 1 1 2" PFH WOOD SCREW STEEL UO (3 F N 2 2 30 NOT USED W Z U N Q 5 W 2 W 2 O O CD 0 W W 2 2— 2 O O CD C7 31 2X WOOD BUCK 32 1 4 MAX. COMPRESSION SHIM WOOD WOOD tL JW- O 0_IL 2 2 ('J W 0 w w W= W= w w W 2 2 33 16 GA 7 16 CROWN x 2" LONG STAPLES STEEL ti OI w UO mWS= W W Z_ J U%' JJ W QJ2 Z_ J J fyof xw J ZZ W 43 CL F=-mK< Lu x x ZZ as awQ as w00 X X as m Q as 16 26 0 Q ¢ 2 :2 00 00 of o 00 M" O o_ a o iG 'o o ip M 0'o W O) N to lX) 00 m W N to W OJ 0> r 19 X LjH rn 30001 ^ a0 Ol W Z 10 26 26 a4p IA 16 76 R g N Z s w C.of N r r N ui Li 19 _ m 19 st m 9 24 w 2 1/2" MIN. w 24 w EDGE DIST. S o o 1 1 1 1 VERTICAL CROS TiQN TYP. - OPTIONAL CONCRETES4,1ALE. 3" =1'-O" n n N O 31 as HERMES F. NORERO O DATE:12/O7/07 3/4" MIN. 2 1/2e MIN. d FLORIDA P.E. hJ _ 7 =-- = NO. 73778 S AS NOTED DWG. BY: EAEDGEDIST. I EDGE DIST. 9 a cHK. BY:S. SAFFEL T T DRAWING NO.: T ,• VERT2SECTIONYPBVERTICALCROSSSECTIONTERSS70NALE?G mw. DC9970-1 WOODICALFRAME NSTALLATIONSS SCALE. 3" =1'-0" CONCRETE INSTALLATION SCALE. 3" =1'-O" 39B Fws" 717jT TTT1j1 FBPE Cenmcate °r artn°raetwe N°. 295T8 SHEEP 2 OF 5 37 3/4" MAX. FRAME WIDTH 36" MAX PANEL WIDTH - 22 20 21 25 21 NTERIOR v SEE DETAr 913EXTERIORON SHEE127 1 1/4" 1/4" MAX. SHIM SPACE 1 1/2" MIN. EMB. 1 1/2" MIN. EMB.— L A HORIZONTAL CROSS SECTION TYP, 3 WOOD INSTALLATION SCALE. 3" =/'-O" 37 3/4" MAX. FRAME WIDTH — 36" MAX PANEL WIDTH 32 22 21 25 26 INTERIOR 5 20ggam- 23 36" MAX. PANEL WIDTH 8 OM ON ®® ®® 9 ou Do ®® El 13 2 1 /2" MIN. SEE DETAIL A 26 13 jj 2 1 /2" MIN. ® ® ® ® ®® mom ® ® EDGE DIST. ON SHEET 5 EXTERIOR 2 EDGE 1 DIST. ®®® _ 1 1 ®® ®® ®®® log 1 1 4" a 1 1/4" 1/4" MAX. SHIM SPACE - v 1 1/4" ®® ®®® J MIN. EMB. MIN. EMB. ®® ® 0 ® m a B HORIZONTAL CROSS SECTION TYR 3 CONCRETE INSTALLATION SCALE.- 3" =/'-O" 0 n J OEO U ~0C J Z W ao LU ¢ o0 orto coY a cD zz 0 Zo w w o In Ld o Vui w OI J wmw' d Q oN co o O a F. R73778 DATE: 12/07/07 ScAE: AS NOTED z 7 _ FLORIDAHERMEP.E. NO DWG. Br: EAG T T OAF DHK. BY: S. SAFFELL DRAWING NO.: j •• P.'• c; G\ \: i S'S/ C eunnwc onors, iNc. DC9970-1 ONAL 1111111111 aae vsr awH e w. FavE C. difi a,m n: N o. n578 SHEEP 3 OF $ I 6- Tt915/16" 9 1s 0 16" 9 15 I N M16" 16" 9 15 9 15 16" 9 15 16" A 16" 9 15 8 9/16" 8 9/16" SEE DETAIL D FtII _ 7 9 00 TYP. _ M M t` I 10 o7 9 \ T7 - n DETAIL B A 7 g B ITYP. 6 -{ 6"rlZSEE DETAIL C ANCHORING LOCATIONS 6' 8" INSWING SINGLE UNIT (XJ SCALE- 1/2" =1'-O" 6 14 6 A 0 g 17 DETAIL A DETAIL B SCALE- 318" =1'-O" SCALE.- 318" =1'-O" Ell SEE DETAIL A 6" 6" 6" 1'- 0 3%1 7 9 TYP. 1- 0 3%i6" 4 5' 1'- 0 E3716" 1'- 0 3%1 7 9 TYP. _ 1'- 0 3%1 ' 1 1'-0 3716" SEE DETAIL B JJ 1'- 0 3%16" C ALL DOOR MODELS ARE VIEWED FROM THE EXTERIOR SIDE SEE DETAIL D I 8 TYP. _ I 6' ' i 6" ANCHORING LOCATIONS 8' 0" INSWING SINGLE UNIT (X) SCALE.- 1/2" =1'-O" DETAIL C DETAIL D SCALE.- 3" =1'-O" SCALE.- 3" =1'-0" 2' 2- SEE DETAIL C DETAIL A 0 r\ J O mU CCC--J ZO1M Z Lou00 W Y X o0 3 coz rn W CDO Q C) to O Zo LO 0W 0Or d w W a vNi U w_ oa DO o zQ LO Of aaF ION t M N •- C+, ••• Z 0 F. R73O778 DATE: 12/07/07 SCALE: AS NOTED 7FLORIDHERMEP. E. NO DWG. BY: EAG SOP cHK. er: S. SAFFEL i T i o: DRAWING NO.: EC G\` euwwc errors. INc. DC9970-1 N; J° D.w N "swwmw. SHEET 4 ov 5 R F. c.== t "f /uRlwrizatb" N.. n578 4" 0 canrn JjXj3/4" N 4„ pp O OO O O 4— 2 1/4" J I— 2 3/16" -I 1/2" Z Oa Q M LLNco1/ 16" (Min) E54 9/16" I uj Q Q WOOD JAMB FINCERJOINTED PINE BUTT HINCE 4x4x12 CA. ADA ALUMINUM THRESHOLD / `INSWINC THRESHOLD SCALE. 6" =>'-0" Q SCALE. 6" =>'-0" SCALE.- 6" =f'-0" SCALE.- 6" =1'-O" Y a 2 3 9116" 13 COMPRESSION WEATHERSTRIP SCALE.- 6" =/'-O" ii 29 V DO SWE SCALE. 1 1 3/4"t 1 1 /4" DOOR TOP RAIL & SIDE STILE l t V n\.021" MIN. CALK. STEEL io , cv SCALE- 6" =1'-O" 18 3/4" for 8'-0" DOOR 11 3/4" FOR 6'-8" DOOR 1I/ 4" III J DIA. VARIES WITH HARDWARE USED 2> 25 SCALE: 3" =1'-O" r1 3/4 1 1L_ j 1 3/16" l n \ BOTTOM RAIL SCALE. 6" =1'-0" 1 23/32" 1 3/16", Z ozo 3/ 16" w o z Lu1N Q o 1 1 /g" a w : o W m W 33aN 23 NDF BOARD o a 0 SCALE. 6" oOf o aQ a3/ 16" C-SINK. DETAIL A SCALE- f/4" =1'-0' na nN 00ooN t ON) O co O F aONn Q O00 16 r •. p0 HERMES F. NORERO DATE: 1210 710 7 7 FLORIDA P.E. NO. 73778 S= AS NOTED DwG. er: EAG T T GHK. er:S. SAFFE DRAWING NO.: Tr9/ C s wwc orsovs, iNc. DC9970-1 OrlllAll\\``` 398 SHEET 6 - OF 5FBPE BEMH„ ] JooBLw. CM=. of AWNorizotion No. n578 MAR 2 3 2011 RECORD COPY Manual S Compliance Report Job: 110 E JINKINS CIRCLE Date: Feb 20, 2017 Entire House By: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: RENOVATION a a r4 x n nV NwProectlnformation , .fi m r .. s. For: AMY HORACEK 110 E JINKINS CIRCLE, SANFORD, FL 32773 Cooling Equipment ll 1 . Design C• • • Outdoor design DB: 93.0°F Sensible gain: 23164 Btuh Outdoor design WB: 75.2°F Latent gain: 4869 Btuh Indoor design DB: 75.0°F Total gain: 28033 Btuh Indoor RH: 50% Estimated airflow: 1100 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1100 cfm Sensible capacity: 26220 Btuh 1131/o of load Latent capacity: 5800 Btuh 119'/o of load Total capacity: 32020 Btuh 1140/oof load SHR: 82% Entering coil DB: 75.7°F Entering coil WB: 62.87 J1111 soN . 0?O OFPAR 16_ g17 t a _ ` 7 r:Heatin ; E ui cement¢.. .r. w Design Conditions Outdoor design DB: 40.9°F Heat loss: 26777 Btuh Indoor design DB: 70.0°F Entering coil DB: 69.7°F Manufacturer' s Performance Data at Actual Design Conditions 10SION Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CN 036L Actual airflow: 1100 cfm Output capacity: 33000 Btuh 123% of load Capacity balance: 35 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1100 cfm Output capacity: 5.0 kW 64% of load Temp. rise: 13 °F Meets are all requirements of ACCA Manual S. 2017- Feb-25 14:28:11 wright. SOft' Right -Suite® Universal 2017 17.0.09 RSU08373 Page 1 Zr ...uments\Wrightsoft HVAC\110 E JINKINS CIRCLE.rup Calc = MJ8 Front Door faces: N Project Summary Entire House SPEEDY CALC'S LLC Job: 110 E JINKINS CIRCLE Date: Feb 20, 2017 By: TRICIA HIGGINS Plan: RENOVATION eCK^o ro m to In orna matio , i 8 o For: AMY HORACEK 110 E JINKINS CIRCLE, SANFORD, FL 32773 Notes: Load Calculation was obtained via electronic copy of drawing esr Dnlriformation .. e. ;,. fa:aq -ems a •:r++.; . ,.' .e v a'"'° + a "age„ _ Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 °F Outside db 93 F Inside db 70 °F Inside db 75 F Design TD 29 °F Design TD 18 F Daily range M Relative humidity 50 Moisture difference 39 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 24262 Btuh Structure 20104 Btuh Ducts 2515 Btuh Ducts 3060 Btuh Central vent ( 0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 26777 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 23164 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction qualityAverageFireplaces0 Structure 4285 Btuh Ducts 584 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft 1552 1552 Equipment latent load 4869 Btuh Volume (ft 12391 12391 Air changes/ hour 0.38 0.20 Equipment total load 28033 Btuh Equiv. AVF ( cfm) 78 41 Req. total capacity at 0.82 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO360000B Cond CH14NBO360000B AHRI ref 8068612 Coil FB4CNP036L AHRI ref 8068612 Efficiency 8. 2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 27060 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 5940 Btuh Temperature rise 28 °F Total cooling 33000 Btuh Actual air flow 1100 cfm Actual air flow 1100 cfm Air flow factor 0.041 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 35 °F Backup: Input = 5 kW, Output = 17061 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Feb- 25 14:28:11 wirightsoft' Right -Suite® Universal 2017 17.0.09 RSU08373 page 1 uments\Wrightsoft HVAC\110 E JINKINS CIRCLE.rup Calc = MJ8 Front Doorfaces: N Component Constructions Job: 110 E JINKINS CIRCLE Date: Feb 20, 2017 Entire House By: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOOO.COM Web: WWW.SPEEDYCALCS.COM gaiect intormation, For: AMY HORACEK 110 E JINKINS CIRCLE, SANFORD, FL 32773 Design Conditiont.' Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (T) 70 75 Elevation: 56 ft Design TD (T) 29 18 Latitude: 29°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 38.7 Dry bulb (oF) 41 93 Infiltration: Dailyrange (T) - 17 ( M) Method Simplified Vet bulb (°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss CIg HTM Gain ft' Btuh/W-'F ft'-°F/Bth Btuh/ft' Btuh Btuh/W Btuh Walls BLOCK WALL R3: Bik wall, 8" thk n 274 0.333 3.0 9.69 2651 6.76 1849 e 151 0.333 3.0 9.69 1467 6.76 1023 s 128 0.333 3.0 9.69 1240 6.76 865 w 260 0.333 3.0 9.69 2516 6.76 1755 all 813 0.333 3.0 9.69 7874 6.76 5493 CONCRETE BLOCK W STUCCO R4 1: Blk wall, stucco ext, 8" thk, 1/2" n 68 0.243 4.1 7.07 484 4.93 337 gypsum board int fnsh a 189 0.243 4.1 7.07 1339 4.93 934 s 201 0.243 4.1 7.07 1419 4.93 990 w 23 0.243 4.1 7.07 165 4.93 115 all 482 0.243 4.1 7.07 3407 4.93 2377 Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood frm, 16" o.c. 111 0.091 13.0 2.65 293 1.47 163 stud Windows CODE MINIMUM: 2 glazing, clr low-e outr, argon gas, mtl no brk frm mat,n 36 0.400 0 11.6 419 10.0 362 clr innr, 1/2" gap, 1/4" thk; NFRC rated (SHGC=0.25); 50% blinds 45°, medium; 50% outdoor insect screen; 2 It overhang (3 ft window ht, 1.4 ft sep.); 6.67 ft head ht CODE MINIMUM: 2 glazing, clr low-e outr, argon gas, mtl no brk frm mat,n 15 0.400 0 11.6 175 10.0 151 clr innr, 1/2" gap, 1/4" thk; NFRC rated (SHGC=0.25); 50% blinds 45°, medium; 50% outdoor insect screen; 2 It overhang (5 ft window ht, 1.4 w 10 0.400 0 11.6 116 24.5 245 ft sep.); 6.67 ft head ht all 25 0.400 0 11.6 291 15.8 396 CODE MINIMUM: 2 glazing, clr low-e outr, argon gas, mtl no brk frm mat,e 24 0.400 0 11.6 279 24.3 584 clr innr, 1/2" gap, 1/4" thk; NFRC rated (SHG(--0.25); 50% blinds 45°, a 20 0.400 0 11.6 233 24.3 486 medium; 50% outdoor insect screen; 2 ft overhang (4 ft window ht, 1.4 s 16 0.400 0 11.6 186 10.0 161 ft sep.); 6.67 It head ht w 48 0.400 0 11.6 559 24.3 1168 all 108 0.400 0 11.6 1257 22.2 2399 CODE MINIMUM: 2 glazing, clr low-e outr, argon gas, mtl no brk frm mat,e 26 0.400 0 11.6 301 10.0 260 clr innr, 1/2" gap, 1/4" thk; NFRC rated (SI-GC=0.25); 50% blinds 45°, medium; 50% outdoor insect screen; 8 ft overhang (5 ft window ht, 0.6 ft sep.); 6.67 ft head ht 2017-Feb-25 14:28:11 wrightsoft- Right -Suite® Universal 2017 17.0.09 RSU08373 Page 1 X'+CA ...uments\Wrightsoft HVAC\110 E JINKINS CIRCLE.rup Calc = MJ8 Front Door faces: N Doors 11 NO: Door, mtl eps core type a 20 0.350 8.7 10.2 208 10.9 222 n 14 0.350 8.7 10.2 143 10.9 152 all 34 0.350 8.7 10.2 350 10.9 374 Ceilings 1613-19ad: Attic ceiling, asphalt shingles roof mat, r-19 ceil ins, 1/2" gypsum board int fnsh 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 veil ins, 1/2" gypsum board int fnsh Floors 22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh 1428 0.049 19.0 124 0.032 30.0 1.43 2036 2.67 3817 0.93 115 1.75 216 188 0.989 0 28.8 5411 0 0 2017-Feb-25 14:28:11 t w.r right$oft' Right -Suite® Universal 2017 17.0.09 RSU08373 Page 2 uments\Wrightsoft HVAC\110 E JINKINS CIRCLE.rup Calc = MJ8 Front Door faces: N AED Assessment Entire House SPEEDY CALC'S LLC Job: 110 E JINKINS CIRCLE Date: Feb 20, 2017 By: TRICIA HIGGINS Plan: RENOVATION i s , $._. Protect lnformatlon Ir For: AMY HORACEK 110 E JINKINS CIRCLE, SANFORD, FL 32773 Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (°F) 70 75 Elevation: 56 ft Design TD (°F) 29 18 Latitude: 29°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 38.7 Dry bulb (°F) 41 93 Infiltration: Dailyrange (°F) 17 ( M ) Wet bulb (° F) 75 Wind speed (mph) 15.0 7.5 Hourly Glazing Load Hyf of D i Hourly i Average / F®feil Maximum hourly glazing load exceeds average by 30.4%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 13 Btuh (PFG-1.3*AFG) 2017-Feb-25 14:28:11 11 rightsoft` Rig ht-Suite® Universal 2017 17.0.09 RSU08373 Page 1 uments\Wrightsoft HVAC\110 E JINKINS CIRCLE.rup Calc = MJ8 Front Door faces: N EMEM Right-M Worksheet Entire House SPEEDY CALC'S LLC Job: 110 E JINKINS CIRCLE Date: Feb 20, 2017 By: TRICIA HIGGINS Plan: RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOOO.COM Web: WWW.SPEEDYCALCS.COM 1 Room name Entire House FAMILY ROOM 2 3 Exposed wall Room height 188.0 It 8.0 ft 41.0 ft 7.8 It heat/cool 4 5 Room dimensions Room area 1552.0 ft' 1.0 x 304.0 It 304.0 ft' Ty Construction U-value Or HTM I Area (ft') I Load Area (ft') Load numberI Btuh/fl'--F Btuh/fV) or perimeter (ft) Btuh or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross I N/P/S j Heat Cool 6 Vt_ BLOCK WALL R3 CODE MINIMUM CODE MINIMUM 0.333 0.400 0.400 n n n 9.69 11.64 11.64 6.76 10.05 10.05 325 36 15 274 0 0 2651 419 175 1849 362 151 0 0 0 0 0 0 0 0 0 0 0 0 1 1 W CONCRETE BLOCK ... WALL R3 0.243 0.333 n a 7.07 9.69 4.93 6.76 68 222 68 151 484 1467 337 1023 23 0 23 0 165 0 115 0 CODE MINIMUM CODE MINIMUM 11NO CONCRETE BLOCK ... CODE MINIMUM BLOCK WALL R3 CONCRETE BLOCK ... CODE MINIMUM BLOCK WALL R3 CODE MINIMUM CODE MINIMUM CONCRETE BLOCK... 12C-Osw 0.400 0.400 0.350 0.243 0.400 0.333 0.243 OAGO 0.333 0.400 0.400 0.243 0.091 a a a a a s s s w w w w 11.64 11.64 10,18 7.07 11.64 9.69 7.07 11.64 9.69 11.64 11.64 7.07 2,65 24.32 10.05 10.87 4.93 24.32 6.76 4.93 10.05 6.76 24.32 24.52 4.93 1.47 24 26 20 209 20 128 217 16 318 48 10 23 125 2 26 20 189 1 128 201 16 260 3 1 23 111 279 301 208 1339 233 1240 1419 186 2516 559 116 165 293 584 260 222 934 486 865 990 161 1755 1168 245 115 163 0 0 0 101 20 0 172 16 0 0 0 23 125 0 0 0 81 1 0 156 16 0 0 0 23 111 0 0 0 576 233 0 1100 186 0 0 0 165 293 0 0 0 402 486 0 768 161 0 0 0 115 163 BLOCK Vr G W W F{ p 11N0 168-19ad 1613-30ad 22A-col 22A-tpl 0.350 0.049 0.032 0.989 0.989 n 10.18 1.43 0.93 28.78 0.00 10.87 2.67 1.75 0.00 0.00 14 1428 124 1488 64 14 1428 124 188 0 143 2036 115 5411 0 152 3817 216 0 0 14 304 0 304 0 14 304 0 41 0 143 433 0 1180 0 152 813 0 0 0 C C F F 6 c) AED excursion 113 67 Envelope loss/gain 21755 15868 4475 3107 12 a) Infiltration 2507 816 531 173 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 2500 0 Subtotal (lines 6 to 13) 24262 20104 5006 3280 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 0 24262 0 0 20104 0 0 5006 0 0 3280 15 Dud loads 10% 15% 2515 3060 10% 15% 519 499 Total room load required (cfm) I I 21777100I231641100I II 5525 1Air 227 7803179 Calculationsapproved by ACCA to meet all requirements of Manual J 8th Ed wrlghtsaft Right - Suite® Universal 2017 17.0.09 RSU08373 2017-Feb-2514:28:11 uments\Wrightsoft HVAC\110 E JINKINS CIRCLE.rup Calc = MJS Front Door faces: N Page 1 Right-M Worksheet Entire House SPEEDY CALC'S LLC Job: 110 E JINKINS CIRCLE Date: Feb 20, 2017 By: TRICIA HIGGINS Plan: RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOOO.COM Web: WWW.SPEEDYCALCS.COM 1 Room name BEDROOM 2 BATH 2 2 Exposed wall 21.0 It 4.0 It 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 9.0 x 12.0 It 108.0 ft2 1.0 x 72.0 ft 72.0 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuhit l2-°F Bluh/ft2) or perimeter (ft) Btuh) I or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 T BLOCK WALL R3 CODE MINIMUM CODE MNIMUM 0. 333 0. 400 0, 400 n n n 9. 69 11. 64 11. 64 6. 76 10. 05 10. 05 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l{-G 11 W VhBLOCK CONCRETE BLOCK ... WALL R3 0. 243 0. 333 n a 7. 07 9. 69 4. 93 6. 76 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CODE MINIMUM CODE MINIMUM 11NO OADD 0. 400 0. 350 a a a 11. 64 11. 64 10. 18 24. 32 10. 05 10. 87 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ C CONCRETE BLOCK ... CODE MINIMUM 0. 243 0. 400 a a 7. 07 11. 64 4. 93 24. 32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W BLOCK WALL R3 CONCRETE BLOCK ... CODE MINIMUM 0. 333 0. 243 0. 400 s s s 9. 69 7. 07 11. 64 6. 76 4. 93 10. 05 96 0 0 96 0 0 930 0 0 649 0 0 32 0 0 32 0 0 310 0 0 216 0 0 BLOCK WALL R3 CODE MINIMUM 0. 333 0. 400 w w 9. 69 11. 64 6. 76 24. 32 72 24 48 2 465 279 324 584 0 0 0 0 0 0 0 0 W Ij t- O CODE MINIMUM CONCRETE BLOCK ... 12C- Osw 0. 400 0. 243 0. 091 w w 11. 64 7. 07 2. 65 24. 52 4. 93 1. 47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 NO 1613- 19ad 16B- 30ad 0. 350 0. 049 0. 032 n 10.18 1. 43 0. 93 10. 87 2. 67 1. 75 0 108 0 0 108 0 0 154 0 0 289 0 0 72 0 0 72 0 0 103 0 0 192 0 C C F F 22A- cDI 22A- tpl 0. 989 0. 989 28. 78 0. 00 0. 00 0. 00 108 0 21 0 604 0 0 0 72 0 4 0 115 0 0 0 6 c) AED excursion 1 288 1 1 1 11 Envelope loss/gain 2433 2134 528 398 12 a) Infiltration 279 91 53 17 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 2712 2455 581 415 Less external load 0 0 0 0 Less transfer 0 0 0 0 14 Redistribution Subtotal 6 2718 129 2583 14 595 55 470 15 Dud loads 10 % 15% 282 393 10 % 15 % 62 72 I L1Airtrequi d (cfm) I I 3197 23 2141I I 627I 57526I Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed w1t' IghIS?fC' 2017-Feb-2514:28:11 Rig ht-Suite® Universal 2017 17.0.09 RSU08373 Page 2 uments\ Wrightsoft HVAC\110 E JINKINS CIRCLE.rup Calc = MJ8 Front Door faces: N Right-M Worksheet Entire House SPEEDY CALC'S LLC Job: 110 E JINKINS CIRCLE Date: Feb 20, 2017 By: TRICIA HIGGINS Plan: RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOOO.COM Web: WWW.SPEEDYCALCS.COM 1 Room name BATH 1 BEDRROM 1 2 Exposed wall 5.0 ft 31.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 5.0 x 8.0 ft 1.0 x 124.0 It 5 Room area 40.0 ft' 124.0 ft' Ty Construction U-value Or HTM Area (ft') I LoadI Area Ift') I LoadInumberBtuh/ft'-°F Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 BLOCK WALL R3 0.333 n 9.69 6.76 0 0 0 0 104 77 746 520 CODE MINIMUM 0.400 n 11.64 10.05 0 0 0 0 27 0 314 271 CGG CODE MINIMUM 0.400 n 11.64 10.05 0 0 0 0 0 0 0 0 W CONCRETE BLOCK ... 0.243 n 7.07 4.93 0 0 0 0 0 0 0 0 11 VhBLOCK WALL R3 CODE MINIMl1M 0.333 0.400 a a 9,69 11.64 6.76 24.32 0 0 0 0 0 0 0 0 32 0 32 0 310 0 216 0 CODE MINIMUM 0.400 a 11.64 10.05 0 0 0 0 0 0 0 0 11NO 0.350 a 10.18 10.87 0 0 0 0 0 0 0 0 VN T-G CONCRETE BLOCK ... 0.243 a 7.07 4.93 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 a 11.64 24.32 0 0 0 0 0 0 0 0 W BLOCK WALL R3 0.333 s 9.69 6.76 0 0 0 0 0 0 0 0 G CONCRETE BLOCK ... 0.243 s 7.07 4.93 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 s 11.64 10.05 0 0 0 0 0 0 0 0 BLOCK WALL R3 0.333 w 9.69 6.76 40 30 291 203 112 112 1085 757 CODE MINIMUM 0.400 w 11.64 24.32 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 w 11.64 24.52 10 1 116 245 0 0 0 0 W CONCRETE BLOCK ... 0.243 w 7.07 4.93 0 0 0 0 0 0 0 0 fj p 12C-Osw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 11 NO 0.350 n 10.18 10.87 0 0 0 0 0 0 0 0 C 16B-19ad 0.049 1.43 2.67 40 40 57 107 124 124 177 331 C 16B-30ad 0.032 0.93 1.75 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 28.78 0.00 40 5 144 0 124 31 892 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1 126 63 Envelope loss/gain 608 681 3525 2033 12 a) Infiltration 66 22 412 134 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 674 703 3937 2397 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 7 161 8 187 14 Subtotal 682 863 3945 2585 15 Dud loads 10% 15% 71 131 10% 15% 409 393 Total room load 7521 9951 43541 2978 Air required (cfm) I I 31 47 I I 179 141 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A} N/rlic l ttsof# 2017-Feb 25 14:28:11 Right -Suite® Universal 2017 17.0.09 RSU08373 Page umenls\Wrightsoft HVAC\110 E JINKINS CIRCLE.rup Calc = MJ8 Front Door faces: N Right-J® Worksheet Entire House SPEEDY CALC'S LLC Job: 110 E JINKINS CIRCLE Date: Feb 20, 2017 By: TRICIA HIGGINS Plan: RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS(BYAHOOO.COM Web: WWW.SPEEDYCALCS.COM 1 Room name BEDROOM 3 BONUS ROOM 2 Exposed wall 11.0 ft 41.0 ft 3 Room height 8.0 ft heal/cool 7.8 ft heat/cool 4 5 Room dimensions Room area 12.0 x 11.0 ft 132.0 ft' 1.0 x 288.0 ft 288.0 ft' T y Construction U-value Or HTM Area (ft) I Load Area (ft) I Load number Btuh/fV-"F Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 BLOCK WALL R3 0.333 n 9.69 6.76 88 64 620 433 133 133 1285 896 CODE MINIMUM 0.400 n 11.64 10.05 9 0 105 90 0 0 0 0 CODE MINIMUM 0.400 n 11.64 10.05 15 0 175 151 0 0 0 0 W CONCRETE BLOCK ... 0.243 n 7.07 4.93 0 0 0 0 0 0 0 0 1 1 Vb BLOCK WALL R3 0.333 a 9.69 6.76 0 0 0 0 94 70 674 470 CODE MINIMUM 0.400 a 11.64 24.32 0 0 0 0 24 2 279 584 CODE MINIMUM 0.400 a 11.64 10.05 0 0 0 0 0 0 0 0 11N0 0.350 a 10.18 10.87 0 0 0 0 0 0 0 0 VN L-G CONCRETE BLOCK ... 0.243 a 7.07 4.93 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 a 11.64 24.32 0 0 0 0 0 0 0 0 W BLOCK WALL R3 0.333 s 9.69 6.76 0 0 0 0 0 0 0 0 t-G CONCRETE BLOCK ... 0.243 s 7.07 4.93 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 s 11.64 10.05 0 0 0 0 0 0 0 0 BLOCK WALL R3 0.333 w 9.69 6.76 0 0 0 0 94 70 674 470 CODE MINIMUM 0.400 w 11.64 24.32 0 0 0 0 24 2 279 584 CODE MINIMUM 0.400 w 11.64 24.52 0 0 0 0 0 0 0 0 W CONCRETE BLOCK ... 0.243 w 7.07 4.93 0 0 0 0 0 0 0 0 Fj L--0 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 11 NO 0.350 n 10.18 10.87 0 0 0 0 0 0 0 0 C 1613-19ad 0,049 1.43 2.67 132 132 188 353 288 288 411 770 C 168-30ad 0.032 0.93 1.75 0 0 0 0 0 0 0 0 F 22A-col 0.989 28.78 0.00 132 11 317 0 288 41 1180 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1 40 98 Envelope loss/gain 1 1404 987 1 1 4783 3677 12 a) Infiltration 146 48 531 173 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 900 Subtotal (lines 6 to 13) 1550 1495 5314 4750 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 24 162 2423 1168 14 Subtotal 1575 1657 7738 5917 15 Duct loads 10% 15% 163 252 10% 15% 802 901 Totarequi 1771 1991 83510I 6324IAired (cfm) I IloadII Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wf IghL59f#- 2017-Feb-25 14,28:11 Right -Suite® Universal 2017 17.0.09 RSU08373 Page 4 uments\Wrightsoft HVAC\110 E JINKINS CIRCLE.rup Calc = MJ8 Front Door faces: N Right-J® Worksheet Entire House SPEEDY CALC'S LLC Job: 110 E JINKINS CIRCLE Date: Feb 20, 2017 By: TRICIA HIGGINS Plan: RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOOO.COM Web: WWW.SPEEDYCALCS.COM 1 Room name WC KITCHEN 2 Exposed wall 0 ft 12.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 44.0 ft 12.0 x 20.0 ft 5 Room area 44.0 ft' 240.0 ft' T Y Construction U-value Or HTM I Area ft' I Load I Area (ft' ) Load number Btuh/ft'-°F Btuh/W) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S j Heat Cool 6 BLOCK WALL R3 0.333 n 9.69 6.76 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 n 11.64 10.05 0 0 0 0 0 0 0 0 I CODE MINIMUM 0.400 n 11.64 10.05 0 0 0 0 0 0 0 0 W CONCRETE BLOCK ... 0.243 n 7.07 4.93 0 0 0 0 0 0 0 0 11 VhBLOCK WALL R3 0.333 a 9.69 6.76 0 0 0 0 96 50 482 336 CODE MINIMUM 0A00 a 11.64 24.32 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 a 11.64 10.05 0 0 0 0 26 26 301 260 11 NO 0.350 a 10.18 10.87 0 0 0 0 20 20 208 222 Vt/ CONCRETE BLOCK ... 0.243 a 7.07 4.93 0 0 0 0 0 0 0 0 I-G CODE MINIMUM 0.400 a 11.64 24.32 0 0 0 0 0 0 0 0 W BLOCK WALL R3 0.333 s 9.69 6.76 0 0 0 0 0 0 0 0 Vj! CONCRETE BLOCK ... 0.243 s 7.07 4.93 0 0 0 0 0 0 0 0 T-G CODE MINIMUM 0.400 s 11.64 10.05 0 0 0 0 0 0 0 0 BLOCK WALL R3 0.333 w 9,69 6.76 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 w 1lk,1 24.32 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 w 11.64 24.52 0 0 0 0 0 0 0 0 W CONCRETE BLOCK ... 0.243 w 7,07 4.93 0 0 0 0 0 0 0 0 r} t-p 12C-Osw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 11NO 0.350 n 10.18 10.87 0 0 0 0 0 0 0 0 C 16B-19ad 0.049 1.43 2.67 44 44 63 118 240 240 342 642 C 166-30ad 0.032 0.93 1.75 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 28.78 0.00 44 0 0 0 240 12 345 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 3 65 Envelope loss/gain 63 115 1678 1394 12 a) Infiltration 0 0 159 52 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 0 0 0 0 Applianceslother 0 1000 Subtotal (lines 6 to 13) 63 115 1838 2446 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 16 29 28 52 14 Subtotal 79 144 1866 2498 15 Duct loads 10% 15% 8 22 10% 15% 193 380 BSI 168I 2085I 2837cfmlvrtaequodl() I I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fiA- wrrlights-0zt- 2017-Feb-2514:28:11 Rig ht-Suite® Universal 2017 17.0.09 RSU08373 Page 5 uments\Wrighlsoft HVAC\110 E JINKINS CIRCLE.rup Calc = MJ8 Front Door faces: N Right-J® Worksheet Entire House SPEEDY CALC'S LLC Job: 110 E JINKINS CIRCLE Date: Feb 20, 2017 By: TRICIA HIGGINS Plan: RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOOO.COM Web: WWW.SPEEDYCALCS.COM 1 Room name WD H. 2 Exposed wall O ft O ft 3 Room height 8.0 ft heat/cool 8.0 ft heal/cool 4 Room dimensions 1.0 x 40.0 ft 1.0 x 31.0 ft 5 Room area 40.0 fN 31.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (fe) Load number Btuh/ft'-°F Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 BLOCK WALL R3 0.333 n 9.69 6.76 0 0 0 0 0 0 0 0 CODE MINIMUM 0,400 n 11.64 10.05 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 n 11.64 10.05 0 0 0 0 0 0 0 0 W CONCRETE BLOCK ... 0.243 n 7.07 4.93 0 0 0 0 0 0 0 0 11 WALL R3 0.333 a 9.69 6.76 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 a 11.64 24.32 0 0 0 0 0 0 0 0VLBLOCKCODEMINIMUM0.400 a 11.64 10.05 0 0 0 0 0 0 0 0 11N0 0.350 a 10,18 10.87 0 0 0 0 0 0 0 0 Vt/ t-G CONCRETE BLOCK ... 0.243 a 7.07 4.93 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 a 11.64 24.32 0 0 0 0 0 0 0 0 W BLOCK WALL R3 0.333 s 9.69 6.76 0 0 0 0 0 0 0 0 v CONCRETE BLOCK ... 0.243 s 7.07 4.93 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 s 11.64 10.05 0 0 0 0 0 0 0 0G BLOCK WALL R3 0.333 w 9.69 6.76 0 0 0 0 0 0 0 0 CODE MINIMUM 0A00 w 11.64 24.32 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 w 11.64 24,52 0 0 0 0 0 0 0 0 W CONCRETE BLOCK ... 0.243 w 7.07 4.93 0 0 0 0 0 0 0 0 F{ 12C-Osw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 11 NO 0.350 n 10.18 10.87 0 0 0 0 0 0 0 0D C 16B-19ad 0.049 1.43 2.67 40 40 57 107 0 0 0 0 C 16B-30ad 0.032 0.93 1.75 0 0 0 0 31 31 29 54 F 22A-col 0.989 28.78 0.00 40 0 0 0 0 0 0 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 31 0 0 0 61 c) AED excursion 1 1-31 1 1 1 17 Envelope loss/gain 57 104 29 37 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 600 Subtotal (lines 6 to 13) 57 104 29 637 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 57 104 29 637 14 Subtotal 0 0 0 0 15 Duct loads 10% 15% 0 0 10% 15% 0 0 Total oad1Air (m) 0I 0I 1 1 0I 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk- wTIg1ltSOfik' 2017-Feb-2514:28:11 r Right -Suite® Universal 2017 17.0.09 RSU08373 Page uments\Wdghlsoft HVAC\110 E ANKINS CIRCLE.rup Calc = MJ8 Front Door faces: N Right-J® Worksheet Entire House SPEEDY CALC'S LLC Job: 110 E JINKINS CIRCLE Date: Feb 20, 2017 By: TRICIA HIGGINS Plan: RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAH000.COM Web: WWW.SPEEDYCALCS.COM 1 Room name AH H 2 Exposed wall O ft O ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 3.0 x 3.0 ft 3.0 x 8.0 ft 5 Room area 9.0 ft2 24.0 f t2 Ty Construction U-vatue Or HTM Area (ft) I LoadI Area (ft2) I LoadInumberBtuhlfV-°F Btuh/fl2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Coal Gross N/P/S Heat Cool 6 BLOCK WALL R3 0.333 n 9.69 6.76 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 n 11.64 10.05 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 n 11.64 10.05 0 0 0 0 0 0 0 0 W CONCRETE BLOCK ... 0.243 n 7.07 4.93 0 0 0 0 0 0 0 0 11 VbBLOCK WALL R3 0.333 a 9.69 6.76 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 a 11.64 24.32 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 a 11.64 10.05 0 0 0 0 0 0 0 0 11NO 0.350 a 10.18 10.87 0 0 0 0 0 0 0 0 V1! I-.G CONCRETE BLOCK ... 0.243 a 7.07 4.93 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 a 11.64 24.32 0 0 0 0 0 0 0 0 W BLOCK WALL R3 0.333 s 9.69 6.76 0 0 0 0 0 0 0 0 Vj! I-; CONCRETE BLOCK ... 0.243 s 7.07 4.93 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 s 11.64 10.05 0 0 0 0 0 0 0 0 BLOCK WALL R3 0.333 w 9.69 6.76 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 w 11.64 24.32 0 0 0 0 0 0 0 0 CODE MINIMUM 0.400 w 11.64 24.52 0 0 0 0 0 0 0 0 W CONCRETE BLOCK ... 0.243 w 7.07 4.93 0 0 0 0 0 0 0 0 Ij 1-fl 12C-Osw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 11NO 0.350 n 10.18 10.87 0 0 0 0 0 0 0 0 C 16B-19ad 0.049 1.43 2.67 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.93 1.75 9 9 8 16 24 24 22 42 F 22A-cpl 0,989 28.78 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 0.00 0.00 9 0 0 0 24 0 0 0 6 c) AED excursion 101 1 1 11 Envelope loss/gain 1 8 15 1 1 22 41 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 8 15 22 41 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 8 15 22 41 14 Subtotal 0 0 0 0 15 Duct loads 10% 15% 0 0 10% 15% 0 0 Total room load 0 0 0 0 Air required (cfm) 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr1ghtsoft' 2017-Feb-25 14:28:11 ACA. Right -Suite® Universal 2017 17.0.09 RSU08373 Page 7 uments\Wdghtsoft HVAC\110 E JINKINS CIRCLE.rup Calc = MJ8 Front Door faces: N Right-J® Worksheet Entire House SPEEDY CALC'S LLC Job: 110 E JINKINS CIRCLE Date: Feb 20, 2017 By: TRICIA HIGGINS Plan: RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone:407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCSCYAHOOO.COM Web: WWW.SPEEDYCALCS.COM 1 Room name NEW WIC BATH 2 3 Exposed wall Room height 22.0 ft 9.0 ft heat/cool 0 ft 8.0 ft heat/cool 4 5 Room dimensions Room area 12.0 x 5.0 ft 60.0 ft2 6.0 x 6.0 ft 36.0 ft2 Ty Construction number U-value Bt- v'u-° F Or I HTM Btuh/ft2) I Area (ft2) or perimeter (ft) I Load Btuh) I Area (ft2) or perimeter (ft) I Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 VLBLOCK W VhBLOCK WALL R3 CODE MINIMUM CODE MINIMUM CONCRETE BLOCK ... WALL R3 CODE MINIMUM CODE MINIMUM 11NO CONCRETE BLOCK ... CODE MINIMUM BLOCK WALL R3 CONCRETE BLOCK ... CODE MINIMUM BLOCK WALL R3 CODE MINIMUM CODE MINIMUM CONCRETE BLOCK ... 12C-Osw 0,333 0.400 0A00 0.243 0.333 0.400 0,400 0.350 0.243 0.400 0.333 0.243 0.400 0,333 0.400 0.400 0.243 0.091 n n n n a a a a a a s s s w w w w 9.69 11.64 11.64 7.07 9.69 11.64 11.64 10.18 7.07 11.64 9.69 7.07 11.64 9.69 11.64 11.64 7.07 2.65 6.76 10.05 10,05 4.93 6.76 24.32 10.05 10.87 4.93 24.32 6.76 4.93 10.05 6.76 2432 24.52 4.93 1,47 0 0 0 45 0 0 0 0 108 0 0 45 0 0 0 0 0 0 0 0 0 45 0 0 0 0 108 0 0 45 0 0 0 0 0 0 0 0 0 318 0 0 0 0 764 0 0 318 0 0 0 0 0 0 0 0 0 222 0 0 0 0 533 0 0 222 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VN L-G W Vjt I_CG W Fj L-D 11140 1613-19ad 16B-30ad 22A-cpl 22A-tpl 0.350 0.049 0.032 0.989 0.989 n 10.18 1.43 0.93 28.78 0.00 10.87 2.67 1.75 0.00 0.00 0 0 60 60 0 0 0 60 22 0 0 0 56 633 0 0 0 105 0 0 0 36 0 36 0 0 36 0 0 0 0 51 0 0 0 0 96 0 0 0 C C F F 61 c) AED excursion 1 31 2 Envelope loss/gain 2089 1051 51 94 12 a) Infiltration 329 107 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2418 1158 51 94 Less external load 0 0 0 0 14 15 Less transfer Redistribution Subtotal Duct loads 10% 15% 0 2418 0 0 0 1158 0 0 10% 15% 0 7 58 6 0 13 107 16 I Total room load IAirrequired (cfm) I I OI0 0 0 I 6513 123 6 Calculations aaaroved by ACCA to meet all requirements of Manual J 8th Ed Wt gP7tS{71T# Right -Suite® Universal 2017 17.0.09 RSU08373 2017-Feb-2514:28:11 9uments\Wrightsoft HVAC\110 E JINKINS CIRCLE.rup Calc = MJ8 Front Door faces: N Page 8 Job #: 110 E JINKINS CIRCLE Performed by TRICIA HIGGINS for: AMY HORACEK 110 E JINKINS CIRCLE SANFORD, FL 32773 Sheet 1 SPEEDY CALC'S LLC Scale: 1 : 82 Page 1 2805 STATEN DRIVE Right -Suite@ lhiversal2017 DELTONA, FL 32738 17.0.09 RSU08373 Phone: 407 314-8495 Fax: 407 322-5788 2017-Feb-25 14:28:36 WWW.SPEEDYCALCS.COM SPEEDYCALCS@YAH000.. ..ft HVAC\110 E JINKINS CIRCLE.rur Duct System Summary Entire House SPEEDY CALC'S LLC Job: 110 E JINKINS CIRCLE Date: Feb 20, 2017 By: TRICIA HIGGINS Plan: RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOOO.COM Web: WWW.SPEEDYCALCS.COM For: AMY HORACEK 110 E JINKINS CIRCLE, 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 0.31 in H2O 0.19 in H2O 0.148 / 0.042 in H2O 0.099 in/100ft 1100 cfm 193 ft Cooling 0.50 in H2O 0.31 in H2O 0.19 in H2O 0.148 / 0.042 in H2O 0.099 in/100ft 1100 cfm i' F y z • . s', , 4q w 'r x is a7; a: o f t $ S , Ze'anch Dfetail Table guppl a Name Design 13tuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH C 123 3 6 0.107 4.0 Ox 0 VIFx 22.6 115.0 st1 BATH 1 c 995 31 47 0.170 4.0 Ox 0 VIFx 12.1 75.0 BATH 2 h 657 27 26 0.184 4.0 Ox 0 VIFx 5.0 75.0 BEDROOM 2 c 2976 123 141 0.158 6.0 Ox 0 VIFx 13.5 80.0 BEDROOM 3 C 1909 71 91 0.194 6.0 Ox 0 VIFx 6.0 70.0 BEDRROM 1 h 4354 179 141 0.152 7.0 Ox 0 VIFx 16.8 80.0 BONUS ROOM h 8540 351 324 0.099 9.0 Ox 0 VIFx 24.6 125.0 st1 FAMILY ROOM -A h 5525 227 179 0.163 8.0 Ox 0 VIFx 15.7 75.0 KITCHEN C 2878 85 137 0.197 6.0 Ox 0 VIFx 5.0 70.0 WC c 166 4 8 0.105 4.0 Ox 0 VIFx 20.2 120.0 st1 SlupplyTlrunkDetailTable,_,. arF Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st1 Peak AVF 357 337 0.099 808 9.0 0 x 0 VinlFlx Wi 1 i1$tSft 2017-Feb-25 14:28:12 Right -Suite® Universal 2017 17.0.09 RSU08373 Page 1 uments\Wrightsoft HVAC\110 E JINKINS CIRCLE.rup Calc = MJ8 Front Door faces: N 4 " spy 'i.. i.wb a t Return4BranchDetailTable'° abxME Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FIR fpm) in) in) Opening (in) Matl Trunk rb1 Ox0 873 921 33.0 0.060 659 16.0 Ox 0 VIFx rb6 Ox 0 227 179 43.0 0.060 514 9.0 Ox 0 VIFx 2017-Feb-25 14:28:12wrightsoft° Right -Suite® Universal 2017 17.0.09 RSU08373 Page uments\Wrightsoft HVAC\110 E JINKINS CIRCLE.rup Calc = MJ8 Front Doorfaces: N Static Pressure and Friction Rate Job: 110 E JINKINS CIRCLE Date: Feb 20, 2017 Entire House By: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: RENOVATION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOOO.COM Web: WWW.SPEEDYCALCS.COM Nro ecta v: For: AMY HORACEK AvailabW, Static ressure CoolingHeating External static pressure 0.50 0.50 Pressure losses Coil 0.10 0.1C Heat exchanger 0 0 Supply diffusers 0.03 0.02 Return grilles 0.03 0.02 Filter 0.15 0.1 E Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.19 0.19 Total length 150 43 Total effective length 193 rictionRatedo s a CoolingHeating 0000 Supply Ducts 0.099 OK 0.099 OK Return Ducts 0.0 OK 0.060 • F..tting EquivalentLengthDetails`• ° N Supply. . Return 5E1= 10, 6M=20, 11G=5: TotalEL=35 mwri ghtsoft' Right- Suite®Universal 2017 17.0.09 RSU08373 2017-Feb-25 14:28:12 Page 1 AM ... uents\WrightsoftHVAC\110 E JINKINS CIRCLE.rup Calc = MJ8 Front Door faces: N REQUIRED INSPECTION SEQUENCE BP4 IL ci Address: I i n XZ'C1,.Ir.n1S BUILDING .PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Zp Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In 3o Frame Insulation Rough In Firewall Screw Pattern lap Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building loco Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) EL E CTRI CAL .PE RMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final eap Electric Final AL PERMIT G Min I Max I Inspection Description Mechanical Roug Mechanical Final G Min I Max I Inspection Description Gas Under Gas Rough Gas Final REVISED: June 2014 ReViS on U City of Sanford Response to Comments Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date A . Project Address: O n k S Contact: Ph: Loa P..;)- A — kDroc-e-k- LO Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 11 Building Fax: General description of revision: ROUTING INFORMATION Approvals CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-917 Date: April 6, 2016 Contact Person: Amy Horacek Contact Fax Number: Contact E-mail Address: a-horacek(a),yahoo.com Project Description: Residential Alteration Job Address: 110 E Jinkins Cir The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted 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 to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: Incomplete review — due to the amount of missing information" 1. The permit submittal is missing a great amount of required information — please refer to the Residential Alteration Submittal Guidelines (a copy has been provided with these comments). FBC 107 2. Please provide two copies of an existing floor plan. FBC 107 3. Please provide two copies of an electrical floor plan FBC 107 4. Please provide two copies of an electrical load calculation for the home FBC 107 5. The permit paperwork states the new HVAC. Will this include new ductwork? If so, please provide two copies of an HVAC duct layout. The floor plan and electrical plan need to show the location of the a/c units as well as any additional code requirements for the units. FBC 107 6. The plans are required to be legible. FBC 107 1- Any structural work requires engineered signed and sealed plans. Structural work includes any addition to the primary structure, interior load bearing walls (deletion or addition), and any modification of an exterior wall (including window/door openings). 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. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.forey@sanfordfl.gov . Respectfully, Steve Fiorey Residential Plans Examiner 2-