The URL can be used to link to this page

213 S Laurel Ave - BR18-002709 - RENOVATION TO HOMECITY OF SkNFORD FIRE DEPARTMENT Building & Fire Prevention Division JUN 14 2016 , PERMIT APPLICA TION Application No: Documented Construction Value: $ 13 9 i (9<!:;f& Job Addressea13 S LAUREL AVE SANFORD, FL 32771-1265 Historic District: Yes No Parcel ID: 25-19-30-5AG-0407-0090 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move El Description of Work• Renovate existing house Plan Review Contact Person: Charlie Hull Title: Trust Pres. Phone: 321-578-0135 Fax: Name Email: chu11236@gmaii.com Property Owner Information SANFORD HERITAGE REVOLVING FUND INC Street: 401 E 1 ST ST City, State Zip: SANFORD, FL 32772 Phone: 321-578-0135 Resident of property? , Contractor Information Name Wise Marine Construction, Inc. Street: 116 E 1 st St., 'Suite 212 City, State Zip: Sanford, FI 32771 No Phone: 407-297-0181 Fax State License No.: CBC #058889 A chitectlEngineer Information Name: 2> ,tl.t J ' ' -Et, Phone: Lf0- 2 y • S 3o o Street: 0'21 Cto z W. Fax: 1-fo7 • 32- y • 5_q5 9 City, St, Zip: S E-mail: 2'Sc e e Q °i • C `^ Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit*to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a pen -nit and that all work will he 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. F BC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61" Edition (2017) Florida Building Code Revised: January I, 2018 Pennit Application 45t e 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 bi''tidditibnal)4e,nnits required from other goventmenial entiiies such as water management districts, staic agencies, or federal agencies. Acceptance of permit is verification that 1 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 constrtoiqnland zoning. Signature of Uwncr, gent Dat e 1f P 1&s Print Owner/Agent's Name Si a rc of Notary -State of Flonda Date Jerw to A. Schorr NOTARY PUBLIC STALE OF FLORIDA s Commo FF911625 sir i Expires 8/11/2018 Owner/Agent is Personally Known to Me or Produced ID Type of ID .r(../,t e J,,_ r3 /q tt^^'' Date yVl54 Print Coruractor/Ae 's Name urc of Notary -Mate 01 eroom A. Schw1 NOTARY PUBLIC o STAtE OF FLORIDA CornrrdE FF911625 sue, ie Expirm 9/11/2019 Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID F'7, Pt, I ke 4 c BELOW IS FOR OFFICE USE ONLY Permits Required: Building Er Electrical 23 Mechanical Ell," PlumbingxGas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No # of Heads APPROVALS: ZONING: $ - 2*D. 1'6* UTILITIES: ENGINEERING: IDYL- I- u°'ISFIRE: Plumbing - # of Fixtures Fire Alarm Permit: Ycs No COMMENTS: WASTE WATER: BUILDING: '= 1144 Revised: January I.2019 Permit Application Nti ROS iCITY OF PLAN REVIEW COMMENTS Application Number: 18-2709 Date: 09/27/2018 Project Description: Residential Alteration/Addition Contact Name: Charlie Hull Job Address: 213 S Laurel Ave Contact Email: chu11236QPmail.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two conies ofaffected Plan sheets and/or supplemental information as requester. Permit submittals will not be accented without two conies. COMMENTS: 1. Residential Alteration permits must include an existing floor plan and a proposed floor plan. The plans only include a proposed floor plan. Please provide an existing floor plan for clarification. FBC 107 2. The scope of work details that spray foam insulation will be applied to the attic space and exterior walls. Please provide two (2) copies of an ICC Product Evaluation Report for the spray foam insulation FBC 107 3. Please provide two (2) copies of Florida Product Approval and corresponding installation instructions for the windows, exterior doors and roofing materials that will be installed. FBC 107 4. Please provide two (2) copies of an electrical floor plan for the addition and any other work areas where electrical components are intended to be installed and/or modified. FBC 107 5. Please provide two (2) copies of a hvac duct layout for any new ductwork that will be installed. Duct sizes and Register sizes are required to be noted on the layout. FBC 107 This review is incomplete based on the missing information ** Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetines with the Plans examiner to discuss comments will require an appointment arranged by phone or email prior to arrival Respectfully, Steve Fiorey, CBO Deputy Building Official r -4 Revision NOV B rJ loll City of Sanford Response to Comments Me Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # I 27y ! Submittal Date Project Address: Contact• Ph: Fax: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building YlBsema&* EenseucBen.1ne- 116 E. 1 st St., Suite 212 Sanford, FL 32771 US 407) 297-0181 marinewise@gmail.com AXIMM Sanford Heritage Revolving Fund 4001 E. 1st St. Sanford, FI 32771 JOB1 AME 213 S Laurel Ave We marina corutnKtionr Inc. Pre -restoration: Plans/permil/dumpsters/toilet/tenting. Remove: exterior wall shingle,porch 25,750.00 rooms,stairs,doors/windows/sub-floor, Contractor/engineer tees,Connect electric, water & gas Foundation Repair & add new piers as needed _ _ _ _ 1,300.00 Framing: Replace foundation beams, wall headers, interior walls, stairs, front porch, prep. for doors & windows 15,361.00 Roofing: Install porch/rear addition, repairs as needed, 755 sf - 2,890.00- Siding & trim: Remove damaged & install matching siding, 2717 If 8,107.00 Doors & windows: 3 exterior doors, 14 DH windows, 10 fixed windows _ 9,025.00 _ Plumbing: Connect exist water/sewer, 3 toilets, 6 sinks, 2 tubs, 2 showers, laundry, 3 ext. water, gas tank -less 10,079.00 heater - - - Electric: 200 amp 27 circuit, 42 recpticles in + 5 out, 4 vent, 17 switch, 19 cans, laundry, water heater, A/C & 8,495.00 exhaust circuits HVAC, seer 15: _10 supply, laterals, 3 returns, range, 3_bath vent _ _ _ 7,927.00 Insulatlon,spray_foam Open cell attic & 1st floor, closed cell walls, 5,060 sf 5,733.00 Drywall: 5058 sf ceiling and walls, knockdown & orange peel _ 6,541.00 Painting: 6640 sf exterior & interior, walls & ceilings - _ _ _ _ --_ - _ _ _- _ __- 4,778.00 Tile: 410 sf, 2.5 bathrooms, kitchen _ _ _ 3,195.00 Flooring: 1440 sf hardwood floors _- _ _ _ _ — _ 6,290.00 Cabinets:- -21 If kitchen, 52"x82"island, 2.5 bath, stone tops _ 10,490.00 Finish carpentry: 11 doors, molding, trim, staircase, 2.5 bath, 3 bed closets, 21 windows, 200 sf porch floor & 6,102.00 railing Appliances: Disposal,range,dishwasher,refrig,microwave,security _ 3,315.00 _ Exterior finish: Fence, gates, sod, landscape _ 3,230.00 Rehab does not include: Kitchen bench, outdoor deck, vaulted ceilings, car gate opener, desks, pool &- garage. - 0.00 _ Accepted By Accepted Date Dalton, Christine From: Dalton, Christine Sent: Tuesday, August 28, 2018 9:45 AM To: Shannon Hadesty' Subject: RE: Phone Number Thanks Shannon. I just wanted to make sure that you understood the siding requirement, because it did not appear that Charlie nor Hank were following the board's direction during the meeting. I don't know why they were confused, because the board did articulate it very clearly. Basically, the new siding may remain on the east elevation, but the south, west, and north elevations are required to have siding that matches the existing original in style, all dimension, profile, texture, and all other visual qualities. The siding must be keyed in so the repair area is not visible as a repair when the work is complete. The board chair signed the Development Orders from the meeting yesterday, so they will be recorded soon. I am sending the permit application back over to the Building Department today, now that we have the signed DO's. I'm communicating this directly to you because I know how time sensitive your project is, and I don't want to see you stuck in a situation where there is a problem in issuing a final at the end of the project due to work that is not performed in compliance with the approval. We can discuss this further if you like, but that is the reason I requested your phone number. I have added you to my contacts and will continue to keep you informed if I think there is anything that is of concern on the City's end. Please let me know if you have any questions. Regards, Christine Dalton, AICP Historic Preservation Officer Community Planner City of Sanford 300 N. Park Avenue Sanford, FL 32771 Phone: 407.688.5145 Fax: 407.688.5141 christine. daltonCD_sanfordfl.gov www.sanfordfl.Qov From: Shannon Hadesty Imailto:sbllsbll@hotmail.comj Sent: Monday, August 27, 2018 6:38 PM To: Dalton, Christine<CHRISTI NE.DALTON @Sanfordfl.gov> Subject: Re: Phone Number Hi Christine, My number is 407-687-1170. I work tomorrow so will not be available, but I am off Wednesday -Friday and generally can be reached anytime. Thanks, Shannon Sent from my iPhone On Aug 27, 2018, at 18:09, Dalton, Christine<CHRISTINE.DALTON(n,Sanfordfl.gov> wrote: Shannon, I looked through my files and could not find your phone number, it looks like I only have an email address for you. When you have a moment, please give me a number to reach you and let me know what hours are good for you. I want to touch base on your project. Regards, Christine Dalton, AICP Historic Preservation Officer Community Planner City of Sanford 300 N. Park Avenue Sanford, FL 32771 Phone: 407.688.5145 Fax: 407.688.5141 christine. daltonO-)sanfordfl.gov www.sanfordfl.gov PLEASE NOTE: Florida has a very broad public records law. Any written communication to or from City officials regarding City business is a public record available to the public and media upon request. Your e-mail communications may be subject to public disclosures. BP006U01 CITY OF SANFORD 8/30/18 Edit Narrative 11:23:14 Application number, type 18 00002709 INTERIOR S/F RES REMODELING Property address . . . . . . 213 LAUREL AVE Type information, press Enter. Approved for scope of work per HPB Development Order dated August 15, 2018, meeting minutes dated August 15, 2018 (HPB minutes attached to permit application), and email to Shannon Hadesty from Christine Dalton dated 8 28/2018 at 9:45AM. More... F3=Exit F5=Copy F6=Insert F7=Delete F8=Time stamp F12=Cancel F21=User defaults This Instrument Prepared By: Lonnie N. Groot, Esquire Stenstrom, McIntosh, Colbert, Whigham, P.A. 1001 Heathrow Park Lane, Suite 4001 Lake Mary, Florida 32746 Return To: Ms. Christine Dalton Historic Preservation Officer Planning and Development Services City Hall 300 North Park Avenue Sanford, Florida 32771 Tax Parcel Identification Number: 25-19-30-5AG-0407-0090. HISTORIC PRESERVATION BOARD OF THE CITY OF SANFORD DEVELOPMENT ORDER RELATING TO 213 LAUREL AVENUE AND ISSUING CERTIFICATE OF APPROPRIATENESS The Historic Preservation Board (HPB) of the City of Sanford issued this Development Order issuing a Certificate of Appropriateness relating to and touching and concerning the following described property: 213 Laurel Avenue, which is assigned Tax Parcel Identification Number: 25-19-30-5AG-0407-0090 assigned by the Seminole County Property Appraiser. The hearing of July 18, 2018 on this application was continued the reason for this continuance being that the Property Owner's current code enforcement status exceeded the scope of work authorized in a current certificate of appropriateness. The Order continuing the matter noted that many similar cases have arisen with resulting code enforcement action and that all applicants are treated equally in that, and other, respects. Property Owner/Applicant: Applicant's Representatives: FINDINGS OF FACT Sanford Heritage Revolving Fund, Inc. 1014 South Oak Avenue Sanford, Florida 32771 Charlie Hull 1014 South Oak Avenue Sanford, Florida 32771 1 and Hank Dieckhaus 616 South Palmetto Avenue Sanford, Florida 32771 Project: For construction of construction of replacement non -historic windows, construction of a porch on the west elevation, and construction of an addition, 190 square feet in size, on the east elevation relative to property located at 213 Laurel Avenue. Requested Development Approval: The applicant has requested Board approval for construction of construction of replacement non -historic windows, construction of a porch on the west elevation, and construction of an addition, 190 square feet in size, on the east elevation relative to property located at 213 Laurel Avenue. Additional Findings: The project is located at 213 Laurel Avenue in the Old Sanford Residential Historic District. The applicant has requested construction of replacement non -historic windows, construction of a porch on the west elevation, and construction of an addition, 190 square feet in size, on the east elevation relative to property located at 213 Laurel Avenue. The Seminole County Property Appraiser lists the year of construction as 1901 with additions in 1950. The Applicant has proposed rehabilitation of the building which will affect all elevations and exterior elements. City staff has approved a Certificate of Appropriateness for Minor Review of many items. However, some items require Major Review by the Board. These items include installation of 23 new wood windows, construction of a new porch roof, and an addition, 190 square feet in size, on the east 2 elevation. Additionally, the Applicant is requesting the Board grant after the fact approval for replacement of original siding with new siding on the south and east elevations, and alterations to the east elevation which include covering of windows and creation of a door. City staff has approved the design of 2 salvaged doors to be installed on the west and east elevations. CONCLUSIONS OF LAW a). Pursuant to Section 8.0 of Schedule "S" of the City's Land Development Regulations as set forth in the Code of Ordinances of the City of Sanford, the Historic Preservation Board has reviewed the proposed Certificate of Appropriateness and all matters relating thereto in accordance with the procedures for altering historic landmarks or structures within historic districts as set forth in Schedule "S". b). Specifically, Schedule "S" states that: 1). Alterations to historic landmarks and contributing structures within a historic district shall be consistent with the design, massing and scale of the existing structure and the surrounding area. The distinguishing original characteristics of an existing contributing building, structure or site shall not be destroyed. If replacement is necessary, the new building feature shall match the feature being replaced in composition, color, texture, proportion, style, profile and other visual qualities. Repair or replacement of missing architectural features shall be based on accurate duplications of features, substantiated by historic, physical, or pictorial evidence rather than on conjectural designs or the availability of different architectural elements as seen on other buildings or structures in the area. Alterations and additions to contributing structures shall be compatible with the color, material, and character of the structure, 3 neighborhood or immediate environment. Resurfacing existing historic landmarks or contributing buildings with new material that is inconsistent with the style of the building or was unavailable when the building was constructed, such as artificial stone, brick veneer, asbestos or asphalt shingles, rustic shakes, and vinyl or aluminum siding, shall be prohibited. In cases where artificial siding is currently in place, its removal is not necessary. An owner may retain the material or remove it. If the material is removed, however, it shall be replaced with historically appropriate materials. When siding which is inconsistent with the style of the house is removed, either from the fagade of a building or to re -open an enclosed porch, the original fagade and the original fenestrations shall be documented prior to the commencement of any rehabilitation construction. The Applicant has proposed retaining, repairing, and restoring concealed original surfaces, features, and design. All siding will match the existing original in dimension, profile, color, style, texture, and other visual qualities. 2). With regard to porches and balconies: i). Porches and porch features that are in good condition or repairable and are in character with the style and period of the building shall be retained. Porches and porch features shall be repaired so they match the original in materials, size and configuration. ii). Replacement of existing porches with a design or materials not in character with the style and period of the building shall be prohibited. iii). Porch flooring shall be wood, tongue and groove, and must match original porch flooring in size, shape, orientation, and texture. iv). Porch flooring shall be oriented perpendicular to the building's fagade, or nW shall match the original orientation. v). Replacement porch flooring shall be keyed in so the repair when completed, is not visible. vi). New porch elements, such as, by way of example only and not as a limitation, balusters and columns brackets, trim, and architectural embellishments shall be compatible with the style and period of the building and shall be substantiated by physical and/or pictorial evidence of the subject property. vii). Porch additions shall have a roof type that is either similar to the existing roof or is in character with the style and period of the building. The original porch was altered and the design of original columns, spindles, and railings is unknown. The drawings submitted with the application provide limited details dimensions, materials, profile, and all other visual qualities) regarding the porch column, spindle, and railing design. 3). With regard to windows and doors: i). Windows, frames, glass, muntins, mullions, sills, lintels and pediments in good condition or repairable and in character with the style and period of the building shall be retained. Window types that are no longer permitted by law, such as jalousies, may be replaced with another style of window that is in character with the style and period of the building. ii). If windows or window details are determined to be irreparable, they may be replaced provided that on the primary facades of contributing buildings, replacement windows shall match the existing original windows in size, configuration, material, design and placement. A window survey and specifications for each window must be 5 submitted with the application. On secondary facades, replacement windows may be of a different design or type provided the windows are consistent with the style of the building. iii). Only when a change is appropriate to the style and period of the building may a window be relocated, enlarged, reduced or introduced. iv). When replacing existing windows that are inappropriate to the style and period of the building, they shall be replaced with new windows that are appropriate to the style and period of the building. v). Windows on additions shall have the same orientation and be of a similar size to the existing or original windows of the principal fagade except if the addition is on the same plane as the existing principal fagade, then the windows of the addition shall match the original windows in orientation, size, materials and configuration. vi). All new windows shall have mullion profiles similar to contributing structures. If single hung or double hung windows are placed in groupings, a four to six inch trim piece shall separate the windows. vii). If a window contains divided lites, true muntins or simulated true -divided lites (where a wood frame is glued to the exterior of the glass with a very high bond VHB) adhesive system) shall be used. If double pane windows are installed, an internal shadow bar shall also be used between the glasses. Inserted or removable grilles and flat grilles that do not replicate the profile and characteristics of the original window are prohibited on the exterior of the window pane. The interior of the window pane may have an inserted or removable grille provided that the grille is not flat and has a profile. viii). Rectangular windows shall be casement and single or double hung; A circular and hexagonal windows may be fixed or pivot. Two original 2 over 2 lite windows remained on the building. However, they were determined by the Applicant to be too deteriorated for rehabilitation. The proposed new windows are wood double hung, 2 over 2 lite, and match the overall design and dimension of the original windows. The Applicant has proposed three diamond shaped windows; 2 in the second floor on the north and south elevations, and one on the second floor east elevation. Additionally, a fixed or pivot window has been proposed for the north elevation addition. c). The proposed work is consistent with the purpose and intent of Schedule S" and complies with the design guidelines in Schedule "S" and is in character with the surrounding Historic District, the required architectural standards, and will not adversely impact the Historic District d). To the extent that a conclusion of law as set forth herein also constitutes a factual finding, then such shall be taken to be so as part of this Development Order. d). The proposed Certificate of Appropriateness is hereby found and determined to comply with the aforestated requirements. e). Additionally, the Certificate of Appropriateness sought is hereby found and determined to be consistent with the City of Sanford Comprehensive Plan and development of the property as proposed would be consistent with and in compliance to applicable land development regulations and all other applicable regulations and ordinances as set forth in the Code of Ordinances of the City of Sanford. ORDER NOW, THEREFORE, IT IS ORDERED THAT: 1). The aforementioned application for a Certificate of Appropriateness is APPROVED subject to the following conditions: a). New windows must be wood, must match existing original in design, dimensions, profile and other visual qualities. b). City staff may field approve the columns, spindles, railings and porch ceiling with the condition that the spindles shall not be base nailed to railings, columns shall have decorative tampered edges. c). The applicant design shall provide to the City, by means of a photograph, which design shall be subject to approval by the City staff. d). Hardware shall not be visible in the construction of these elements. e). The porch ceiling must be tongue and groove board construction. f). The porch floor shall be laid perpendicular to the walls. g). With regard to the siding on the South and East wall where the siding was removed, a sealed letter from a Florida professional engineer shall be provided to the City certifying that the structural integrity of the structure has not been compromised and that it meets the requirements of the Florida Building Code. h). The new siding on the East elevation of the structure may be separated with trim board and the South Elevation side of the structure shall be milled to match and properly keyed in. i). Repairs on the North and West side of the structure shall be milled in to 8 match and keyed in. 0), City staff site visits and code enforcement personnel site visits shall occur during every phase of the project and such visits and requisite approvals must occur before work continues on the structure. If City staff does not approve of the work being accomplished during a field visit work on the project shall cease and the issue will be agendized before the Board for resolution of the issue(s). 2). This Development Order granting approval of a Certificate of Appropriateness touches and concerns the aforedescribed property and is subject to code enforcement action in accordance with the controlling provisions of law. Done and Ordered on the date first written below. As approved and authorized for execution by the Historic Preservation Board of the City of Sanford at its meeting of August 15, 2018. ATTEST. - HISTORIC PRESERVATION BOARD OF THE CITY OF SANFORD Traci Houchin, City Clerk Tammy Agnini, Chairman Date: Nunc pro tunc to August 15, 2018. Jennifer Golloway, Board Clerk ADDITIONAL SIGNATURE BLOCK FOLLOWS: 9 JOINDER AND APPROVAL OF CONDITIONS BY PROPERTY OWNER IN WITNESS WHEREOF, the subject Property Owner has signed and sealed these presents the day and year written below and AGREES to all of the terms and conditions of this Development Order the undersigned named persons having full authority to execute this document. ATTEST.• Hank Dieckhaus Secretary Charles Hull Treasurer STATE OF FLORIDA ) COUNTY OF SEMINOLE ) SANFORD HERITAGE REVOLVING FUND, INC. Bill Kirchhof President ACKNOWLEDGMENT I, the undersigned authority, a Notary Public, in and for said State at Large who is authorized to take acknowledgments, do hereby certify that Bill Kirchhof, being duly sworn, acknowledged before me that he executed the foregoing document, said person being personally known to me, on this day that he, being informed of the contents of N said instrument, he executed the same voluntarily. Given under my hand and official seal this day of August, 2018. 10 NOTARY PUBLIC My commission expires: Minutes Historic Preservation Board August 15, 2018 City Commission Chambers City Hall, Sanford, Florida Members Present Tammy Agnini, Chairman Cheryl Deming Rosemary Aldridge Ana Yebba Member Absent Shane Boutty Others Present Lonnie Groot, Assistant City Attorney Jennifer Golloway, Administrative Coordinator, Board Secretary Christine Dalton, Historic Preservation Officer Ms. Agnini called the regular meeting to order at 4:04 pm. Ms. Aldridge moved to approve the excused absence for Mr. Boutty. Ms. Yebba seconded. Motion carried unanimous. Minutes Ms. Deming moved to approve the July 18, 2018 meeting minutes. Ms. Aldridge seconded. Motion carried unanimous. Ms. Agnini decided to reorder the Agenda. Public Hearing/Meetings PM-5 Hold a Public Meeting for a Certificate of Appropriateness to install temporary window wraps at 201 E. 1 S' Street. Property Owner: HTLC Properties, Inc. Representative: Christina Hollerbach Tax Parcel: 25-19-30-5AG-0302-012B-0090 Representative present: Christina Hollerbach, 201 E. Is' Street, Sanford, FL Ms. Deming moved to approve the request for a Certificate of Appropriateness to install temporary window wraps at 201 E. I" Street based on a finding that proposed alteration is consistent with the purpose and intent of Schedule S and complies with the specific design guidelines contained within Schedule S, as outlined in the above staff report. Specifically, the approval is based on the following determination: Colors to be utilized in the temporary window wraps shall be consistent with the National Trust for Historic Preservation paint colors on file in the Planning Department. The material shall be temporary, non -reflective and removable. The temporary window wraps must be removed after 6 months. After 6 months staff can approve to extend the Certificate of Appropriateness for an additional 6 months and must be done before the expiration date of the original Certificate of Appropriateness. Text font not to exceed 25% of window. Ms. Yebba seconded. Motion carried unanimous. PM-4 Hold a Public Meeting for a Certificate of Appropriateness to remove an addition at 1201 Palmetto Avenue. Property Owner: Necole Allen and Edith Dieckhaus Representative: Necole Allen Tax Parcel: 25-19-30-5AG-1401-0060 Representative present: Henry Dieckhaus, I I I I Palmetto Avenue, Sanford, FL HISTORIC PRESERVATION BOARD - MINUTES — AUGUST 15, 2018 PAGE 2 Ms. Yebba moved to approve with conditions the request for a Certificate of Appropriateness to remove an addition at 1201 Palmetto Avenue based on a finding that proposed alteration is consistent with the purpose and intent of Schedule S and complies with the specific design guidelines contained within Schedule S, as outlined in the above staff report. Specifically, the approval is based on the following determination: The original wood siding and window opening on the newly exposed original wall will be retained. Ms. Deming seconded. Motion carried unanimous. Ms. Yebba moved to approve with conditions the request for a Certificate of Appropriateness to install wood railings at 1201 Palmetto Avenue based on a finding that proposed alteration is consistent with the purpose and intent of Schedule S and complies with the specific design guidelines contained within Schedule S, as outlined in the above staff report. Specifically, the approval is based on the following determination: The applicant must submit a drawing reflecting the proposed location and dimensions of the wood railings, or may field locate the proposed railings with staff. Ms. Deming seconded. Motion carried unanimous. Ms. Yebba moved to deny the request for a Certificate of Appropriateness to install wood shutters at 1201 Palmetto Avenue based on a finding that proposed alteration is not consistent with the purpose and intent of Schedule S and does not comply with the specific design guidelines contained within Schedule S, as outlined in the above staff report. Specifically, the denial is based on the following determination: The wood shutters are not common original features of a Craftsman style house. PM-3 Hold a Public Meeting for a Certificate of Appropriateness to install a new shingle roof at I I I I Palmetto Avenue. Property Owner: Henry Dieckhaus Representative: Henry Dieckhaus Tax Parcel: 25-19-30-5AG-1301-0080 Representative: Henry Dieckhaus, I I I I Palmetto Avenue, Sanford, FL Ms. Yebba moved to approve the request for a Certificate of Appropriateness to install a shingle roof at I I I I Palmetto Avenue based on a finding that proposed alteration is consistent with the purpose and intent of Schedule S and complies with the specific design guidelines contained within Schedule S, as outlined in the above staff report. Specifically, the approval is based on the following determination: Special circumstances on the addition will not support a clay tile roof. Ms. Deming seconded. Motion carried unanimous. PM-2 Hold a Public Meeting for a Certificate of Appropriateness to install a new metal roof at 705 Magnolia Avenue. Property Owner: Greg Kopp Representative: Greg Kopp Tax Parcel: 25-19-30-5AG-0902-0070 Representative: Greg Kopp, 705 Magnolia Avenue, Sanford, FL Ms. Yebba moved to approve the request for a Certificate of Appropriateness to install a metal roof at 705 Magnolia Avenue based on a finding that proposed alteration is consistent with the purpose and intent of Schedule S and complies with the specific design guidelines contained within Schedule S, as outlined in the above staff report. Specifically, the approval is based on the following determination: We have allowed others to change from a shingle roof to a metal roof and a metal roof to a shingle roof and the structure is a bungalow style home. Ms. Deming seconded. Motion carried unanimous. HISTORIC PRESERVATION BOARD MINUTES — AUGUST 15, 2018 PAGE 3 PM-1 Hold a Public Meeting for a Certificate of Appropriateness to replace non -historic windows and construct a 190 square foot addition on the east elevation at 213 Laurel Avenue. Property Owner: Sanford Heritage Revolving Fund, Inc. Representative: Charlie Hull Tax Parcel: 25-19-30-5AG-0407-0090 Representative: Charlie Hull, 1014 Oak Avenue, Sanford, FL and Hank Dieckhaus, 616 Palmetto Avenue, Sanford, FL Aldridge motioned to approve with conditions the request for a Certificate of Appropriateness to replace non - historic windows, construct a porch on the west elevation, and construct a 190 square foot addition on the east elevation at 213 Laurel Avenue based on a finding that proposed alteration is consistent with the purpose and intent of Schedule S and complies with the specific design guidelines contained in Schedule S, as outlined in the above staff report. Specifically, the approval is based on the following determination: the following conditions must be met: New windows must be wood, must match existing original in design, dimensions, profile and other visual qualities and staff may field approve the columns, spindles, railings and porch ceiling with the condition that the spindles are not base nailed to railings, columns have decorative tampered edge and the design of it will be provided by a photograph by the applicant. No hardware is to be visible in the construction of these elements and that the porch ceiling must be tongue and groove board and the porch floor must be laid perpendicular to the walls, with regard to the siding on the South and East wall where the siding was removed will require an engineer letter that states the structural integrity has not been compromised and meets the Florida Building Code. The new siding on the East elevation can be separated with trim board and the South Elevation side needs to be milled to match and properly keyed in. Repairs on the North and West side needs to be milled in to match and keyed in. Staff site visits and Code Enforcement site visits need to occur during every phase of the project, and must be approved before work continues on the structure. If staff does not approve of the work being done during the filed visit that the project will need to come back before the Board. Yebba seconded. Motion carried unanimous. PM-6 Hold a Public Meeting for an After the Fact Certificate of Appropriateness to remove a window and install oven hood exhaust at 116 E. I I Street. Property Owner: Washburn Properties, LLC Representative: Brian Borman Tax Parcel: 25-19-30-5AG-0202-0070 Representative: Brian Borman, 116 E. I" Street, Sanford, FL, Mike Smith, 321 S. Magnolia Avenue, Sanford, FL and Jerry Mills, 701 W. 3`d Street, Sanford, FL Ms. Yebba disclosed that she made an appointment with Mike Smith to meet with him on site at 2:00 pm today to see for herself why the duct work could not had been installed inside the building rather than on the outside of the building. Aldridge moved to approve with conditions the after the fact request for a Certificate of Appropriateness to remove a window and install oven hood exhausts at 116 E. I" Street based on a finding that proposed alteration is consistent with the purpose and intent of Schedule S and complies with the specific design guidelines contained within Schedule S, as outlined in the above staff report. Specifically, the approval is based on the following determination: special circumstances of the current use of the building will now allow for the hood vent duct to be run on the inside of the building due to current tenants and use of inside of building duct had to be installed on outside of building, the outside duct work needs to be painted with a proper paint and properly prepared and primed painting. If at any time the applicant is notified that the paint needs to be maintained and that they would remediate this condition within 10 days of being notified. The color of the paint can be approved by staff and that the boarded up window on the same side of fagade needs to be restored as part of the litigation for this after the fact approval. Deming seconded. Motion carried unanimous. HISTORIC PRESERVATION BOARD • MINUTES —AUGUST 15, 2018 PAGE 4 PM-7 Hold a Public Meeting for a Certificate of Appropriateness to install a folding sliding door on the west elevation at H 7 S. Palmetto Avenue. Property Owner: Airpanchos Properties, LLC Representative: Anthony Sirica Tax Parcel: 25-19-30-5AG-0301-011A Representative: Ana Yebba, 2018 Mellonville Avenue and Mike Yebba, 2018 Mellonville Avenue, Sanford, FL Aldridge moved to approve the request for a Certificate of Appropriateness to install a folding sliding door at H 7 Palmetto Avenue based on a finding that proposed alteration is consistent with the purpose and intent of Schedule S and complies with the specific design guidelines contained within Schedule S, as outlined in the above staff report. Specifically, the approval is based on the following determination: Frame being built entirely of wood, steal or aluminum, the scale massing design and location of the proposed doors being in character with the style and time period of the building also that the glass will have a minimum of 88% light transmission and that these windows will not impact the surrounding historic district. The board wishes for staff to approve changes in measurements that may be required during final design, if staff is not comfortable in making this determination the applicant will bring it back to the board and any other changes in design that we would like for staff to make the decisions about those changes. Deming second. Motion carried unanimous. Minor Reviews The Board reviewed the Certificates of Appropriateness issued administratively from June 1, 2018 through June 30, 2018 and had no comments Yebba left meeting at 6:48 pm. Aldridge motioned to give staff the authority to make determinations on temporary signage for window coverings for businesses, the signage has to meet the Schedule S requirements exceeding 25% of the window and colors being historic preservation color palate and approved by Christine and these can be installed for 6 months and Christine can extend them an additional 6 months. Deming seconded. Motion carried unanimous. Aldridge motioned that Daryl Presley make sure that we have a board secretary staffed at all meetings for the entire duration of the meetings. Deming seconded. Motion carried unanimous. Six Month Reviews No comments. Code Enforcement Case Review Ms. Agnini informed the board that the house at the corner of Oak and I$1 are in compliance and 209 E. 10'h Street has been mowed. Ms. Deming asked about the boarded windows in the alley at Cindy's Dance Studio and the gas station on Park Avenue she did not see on the code enforcement report. Mr. Groot informed the board that the City Commission took action to foreclose on the properties located at 1800 Palmetto Avenue, 107 E. 7" Street, 703 Sanford Avenue and 200 Laurel Avenue. This was a result of the HPB Annual Report submitted to City Commission. Ms. Dalton updated the board on the meeting that she had with Mr. Hermann in regards to the Park Avenue Gas Station and advised the board that he will be putting the property up for sale. She also told them she has a site visit scheduled with the contractor for 209 E. 10" Street on August 16, 2018. HISTORIC PRESERVATION BOARD MINUTES —AUGUST 15, 2018 PAGE 5 Ms. Agnini will email Mr. Presley to invite him to the next board meeting to address all concerns from the board. Ms. Dalton presented the HPB brochure to the board, Ms. Agnini and Ms. Aldridge will take a look at Microsoft Publisher for additional graphic art to add to the brochure. Ms. Dalton informed the board of the 2018 National Association of Preservation Commissions conference and that the board should consider adding this conference into the budget for upcoming years and have a board member attend. Citizen Participation None. Staff Reports Ms. Dalton presented the HPB brochure to the board, Ms. Agnini and Ms. Aldridge will take a look at Microsoft Publisher for additional graphic art to add to the brochure. Ms. Dalton informed the board of the 2018 National Association of Preservation Commissions conference and that the board should consider adding this conference into the budget for upcoming years and have a board member attend. Chairman and Board Items for Discussion Adjournment Meeting adjourned at 7:23 pm Tammy Agnini, Chairman BOUNDARY SURVEY FOR , 80 A-MaNFORD V OJL V IreJ'G FUND., Ire1 SECTION ZS, TOWNSHIP 19 SOUTH, RANGE 30 EAST THE CITY OFSANFORD, SEMINOLE COUNTY, FLORIDA SUREYORS NOTES.' 1) This is a 2 page Boundary Survey. See page 1 of for REAL Real Property DLOS Ption and addibbonal Infonnadon. This Boundary Survey Is not valid unless as mpanied bypage 1 of2. B T 4 6' w TT ,Bl R/ r r - I TIER 7 N 89°4537" E 247.87(A) 248(P) 116.93 (A) 117 (P) 14.00' 116.9.i(A) 117(P) I I I or g I I I L FA40 1' P/P£t/.0. a7J'N,ta£ DE 7RUE COM V 0 ND 1' P/PQ O.JI'NBO. Ole 7RU£ CO LOT 8 Dsl r 000 t IDII1y a (Bo r 000 l IBlff era ' DOD 1111I> S !8&95R2' .1 116.88 (PIPE T PIPE, BEARING BASIS) 11 N 89t9"AV GYbVQ4ElE CaVOW £ S1EPS ANO LWOW a COVOWW PO!'M h AND 2DEWALK b 210f LO J' IM71GY1 P/pC£T7 FENOL r I GMV,rR/S0YTNB a 18' W OF IRUE CINVDP a h 51 51.41' ow sAmr WOOD FPAMERESIDENCE h 213 S, LAUREL AVENUE SWFORD, FLORIDA 32771 25.50' b N 6' VW FENCE GY.WNER IS1.64' N 6. 0.56' E Ole 7RUE O1Giw& nVD 1' P/PE, NO /. 0.06' N B 0.25' £ OF 7RUE GOW& 28Y Obl' (W IF l; = W—. LOT 9 25.50' 6Y,1VOWT S7£PS tOpj'j P O II 70D AND LAND/N6 7£PS UNES< a a O- 11 In1 6' WW FENCE CWNEIP Oj </f1'D 6 1.55' N & 2.50' W or 1RUE cawDP N 89144,5A-, £~ 14"4' Ile (00SinPIxmRK KW6'NMIBM LOT 10 I 116.94(A) 117'(P) FND 518' /ROM, NO /.O. 0.41'N&0.22'E or 1RU£ CaMER MOOD U77L/1Y POLE P 14.00' 116.94(A) 117(P) IN89-4420-E 247.88'(A) 248'(P) I N •• OFF VTR U PLmZ11 -Pblb Rf — THIS SURVEY MAP OR THE COPIES THOW ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. c ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR G 0' 20' 40' 60' PARTIES THIS SIRMIS i D THE EXCLUSIVE BENEFIT OCONISD(T OF F THE PIAR"TiES NAMEDARTY OR PHEW SCALE: 1 " = 20' S FIELD Y.DD.Po.AD. REYISIDp DATB 1;2- DAD DoomCompanies, Inc. ECHIICIAI6 . 0) P. FILES 5-18 DOUDNEY COMPANIES, INC.INC.sF t or Ido Certificate of Author t zat Ion tuber LB220 DRAFT FILE, 8-18 Bys David A. Doudney, President, F f or I da ' Reg t strat Number 3939 DAECK D BY, AF.D. F i e l d Date 3 June 2018 PAGE 2 OF 2 JOB N0. 5-18 PROFESSIONAL SURVEYORS AND AUPPERS 200 EAST COAli1lERCL4L STREET SANFORD, FLORMA 32771 (407) 322-1451 DOUDNEY Companies, Inc. BOUNDARY SURVEY FOR 81A FJA IXV01t "EM HqjaUDHmalM2 -%jQE EEV OL VIrNCO Fsa-UND, 31W.1110. SECTION 25, TOWNSHIP 19 SOUTH, R4NGE30 EAST THE CITY OFSANFORD, SEMINOLE COUNTY, FLORIDA REAL PROPERTY DESCRIPTION.• (Offi'ciaiRecords Book 8515, page 1902) Lot 9, Block 4, Tier 7, FLORIDA LAND AND C01.ONL2A71ON COMPANY LIMITED E. R. 7R4FFORDS MAP OF THE TOWN OFSANFORD, according to the map or plat thereof as recorded in Plat Book 1, page 56, Public Records ofSeminole County, Florida. SUREYORS NOTES.• 1) The surveyor has not absbacted the land shown hereon for easements, rights -of --way or any other matter recorded or unrecorded that may affect the use or We ofbb/s land, 2) No sub -surface installations or Improvements have been located other than shown. 3) The bearing structure is based on the monumented North l/ne ofLot 9, Block 4, Tier 7, FLORIDA LAND AND COLONIL477ON COMPANYLIM17F0 E.R. 7RAFFORDS MAP OF ME TOWN OFS4NFORD, Plat Book 1, page 56, Public Records ofSeminole County, Florida as being S 89055227 referenced to the State Plane Coordinate System, Florida East Zone, Nord' America Datum of 1983 (2011) by onsite Global Network Satel to System observation. 4) This is a 2page Boundary Survey. Seepage 2 of for survey drawing andadditional infonnation. This Boundary Survey is not valid unless aarompan/ed bypage 2 of2. 5) No environments/ orjunsdictona/ land determination has been made as a part of this survey. 6) No environments/ assewment has been made as a part ofthis survey. 7) A// comers set are 5/8"X18" rebar irons with an LB 220 Doudney Surveyors cap, unless otherwise noted. 8) This drawing reflects the conditions observed on the field date noted below. 9) All distances shown hereon are measured in standard U.S. hoot and dedma/s offset. 10) All dimensions are actual or computed unless otherwise noted. 11) Thls survey meets or exceeds Me accuracy requlrement ofa "Suburban Survey" 12) All recording information refers to the Public Records ofSeminole County, Florida unless noted otherwise. 13) Copyright © 2018 by The Deudney Companies, Inc. A// rights reserved. No part ofthis survey map or drawing may be reproduced, distributed, or transmitted In any form or by any means, lndud/ngphoto- copying, recording, or other electronic or mechanical methods, wilriout the prior written permission of The Deudney Companies, Inc., except for those parties expressly named hereon, and In no case is trils survey map or drawing to be used for anyotherpurposes except for the purpose and intent for whidr it wasproduced andprepared Forpermission requests, write to The Doudney Companies, Inc, at the address below. FLOOD CERTIFICATE. - By graphic plotting only, the property described hereon Iles in Zone X of the flood insurance Rate Map, Community Pane/ 120294 0070 F, Me City ofSanford, Seminole County, Florida, which bears an eAecVve date of9128107 and is not in a speda/ flood hazard aria. No field surveying was perfofined to determine bh/s zone. ABBREVLATIONS LEGEND: A).............AC7UAL MEASUREMENT C................CEWER LJNE FND........... FOUND I. D............. IDEN77FICi 4 77ON IRON ........ MON BAR SET OR FOUND AS NO7FD L.B.............CORPiOR477ON L XFNSENUMBER L.B.220...... CiORPOR47FREG1SMA77ONNUMBER OF DOUDNEYCIOMPANIES, INC. NO.............NUMBER P)............ PLo477ED MEASUREMENT P.L.S......... PROFESSIONAL LAND SURVEYOR R.L.S........ REGIS7FRED LAND SURVEYOR RIW......... RIGHT-OF-WAY F103 11DD./D.hD. TEDNICIM DAD. Cm. FILE, 5-18 DRAFT FILE, 5-18 DECKED BY, A.F.D. THIS SURVEY MAP OR THE COPIES THEREOF ARE HOT VALID VITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED VITFOIIT THE WITTEN CONSENT OF THE SIGNING PARTY'OR PARTIES. THIS SURVEY IS PREPARED FOR THE EXCLUSIVE BENEFIT OF THE PARTIES NAMED HEREOt DOUDNEY COMPANIES, INC.s Florida Certificate of Authorization fiber LB220 By, DQvid A. Doudney, President, Florida R691strat n Number 3939 Field Date, 3 June 2018 PAGE 1 OF 2 ' JOB NO. 5-18 PROFESSIONAL SURVEYORS AND A UPPERS 200 EAST COAMERML STREET .S"FORA FLORIN 32771 (407) 322-1451 RECORD COPY r' oBUILDING DIVISION n PERMIT CONDITIONS Application #: 18-2709 Address: 213 S. Laurel Avenue Description of Work: Residential Interior/Exterior Remodel 17IS'TIDRIC PERMff Au wAoit no be done in strict seeoe '— 1 wft ft AppMftd CWdf1cM ofApJ 11 1- Bmkt*mg does not approve say aeon tie das scope Pamitdalcy Pilmitletbroompliance This sheet must remain with the approved set ofplans and be made available to the inspector at *the time of inspection. All conditions must be met and strictly adhered to. 1. Foundation Repair/Piers A report provided by the Engineer of Record will be required for all Foundation Repair and Piers. Report must indicate that the repair and piers were constructed in accordance with the signed & sealed plans Building will not perform any inspections on the Foundation Repair. The Engineer Report must be presented to the inspector on the job site. Please schedule a footer inspection for this purpose. 2. Windows/Doors All Windows and Exterior doors must be installed per the attached Florida Product Approval. Any "used" or repurposed windows/doors will require a plan revision and an engineer report. The engineer report will include installation details, design pressures, and compliance with the provisions of the 2017 Florida Building Code. 3. Siding The siding is approved via Engineer Letter included in the permit package. Building will perform no inspections on the siding. Ifyou experience any difficulty, please call 407.688.5150 for assistance. RECORD COPY DEVLEN ENGINEERING, Inc. 4021 Church St. Structural Engineering Project Management August 28, 2018 DE Project No. 2017-460 Sanford Heritage Revolving Fund Sanford, FL 32771 Phone: (407) 324-5300 Fax: (407) 324-5999 Email: ron@devleneng.com Web: www.devieneng.com 1014 S. Oak Avenue Sanford, FL 32771 Subject: Structural Engineering Evaluation — Repair of Siding 213 S. Laurel Avenue, Sanford, FL Attention: Mr. Hank Dieckhous, Mr. Charles Hull Dear Sirs, Devlen Engineering has been requested to evaluate the removal and replacement of existing shiplap wood siding on two walls of the subject residence in the historic district of Sanford. The existing shiplap siding is deteriorated and is proposed to be replaced in kind with pine shiplap siding to match. The pine shiplap siding is to be fastened to each vertical wall stud (spacing not to exceed 24-inches) with two 2) 8d nails per siding board per each stud. Devlen Engineering finds this replacement to meet or exceed requirements to resist design wind loads per current Florida Building Code, 6`I' Edition (2017). If you have any questions; or if we may be of further assistance, please do not hesitate to contact me. Sincerely, Ronald D. Devlen, PE President TORIC PERMIT ac° w Hiba done smA nc`ss at *4Ssc Att modo,ved e anYOtoccA 10a suil apt is solo e° a 1 a" cr = C : N .49782 Z ATE OF e OR10P; . 0 N A1-Zv,,, 08- 2822U1 V Ronald D. Devlen, PE FL Reg. No. 49782 RECORD COPY 3 t Sapford Heritage Revolvigg Nod Noo-Profit Tools for Redevelopipegt 1014 S Oak, Sanford, FL 32771 - 321-578-0135 -yellowbuff(Mgmail.com - SanfordHeritageRevolvingFund.org October 25, 2018 Project: 213 S Laurel, 1880's Single Family Home Rehab Plan ID# Description Jeld Wen Rough Open Qty BookCode Windows Jeld Wen all wood Siteline Windows, primed Auralast pine. A Double hung, 2/2 SDL vertical 32-1/8x64-3/4 14 SWD3164 B Double hung, 2/2 SDL vertical 30-1/8x40-3/4 5 SWD2940 C Awning, operating 30-3/4x18-3/4 1 SWA3018 On -site custom made all wood D Diamond shaped, non -operating 21 x 21 3 Doors Exterior doors, all wood, primed white 1 Front, period glass panels 34 x 80 1 4 Rear, period glass panels 34 x 80 1 6 Kitchen, dual French doors 73 x 80 2 Interior doors vILD/Nc 2 Office, 30" 15 view French 62 x 80 2 3 Beds & bath, 32" 3 flat panel 32 x 80 5 SANFORD 9 1st master bath pocket 32 x 80 1 oFpAR` Roofing 1 8- 2 7 0 9 GAF Laminated Architectural Roof Shingle 11 square Florida Product Approval Codes A FL 17594 window B FL 17594 window C FL 10401 window 1 FL 11861 door 4 FL 11861 door 6 FL 11861 door FL 10124 roof JMT0RIC PERMIT' AU VMt MW SWO om with the BuitdWs 400 Mt any WO& puma App aft 'ble RECORD COPY ki OC C n pA ' • o -o 0 0 1 -o B OC&M r- DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 2100—THERMAL INSULATION RIC PERMIT 00614 NISTodout; S116c, *isscw p11v'=;dccolrate 000ApREPORT HOLDER: tov1eguil a it is SOWtcsP°us ICYNENE, INC. OING 6747 CAMPOBELLO ROAD MISSISSAUGA, ONTARIO LSN 2L7 SAM'aR0 CANADA O 9 EVALUATION SUBJECT: 1 a ICYNENE PROSEAL AND ICYNENE PROSEAL LE ICC ICC ICC C PMG C LISTED Look for the trusted marks of Conformity! ODO 2014 Recipient of Prestigious Western States Seismic Policy Council ODD WSSPC) Award in Excellence" A Subsidiary of CODEco 'P ICC- ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specificalty addressed, nor are thev to be construed as an endorsement of the subject of the report or a recommendation for• its use. There is no war•anh; by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. "; u •tro. .aN . Copyright 0 2018 ICC Evaluation Service, LLC. All rights reserved. r ICC-ES Evaluation Report ESR-3500 Reissued January 2018 This report is subject to renewal January 2019. www.icc-es.ora ( (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation REPORT HOLDER: ICYNENE, INC. 6747 CAMPOBELLO ROAD MISSISSAUGA, ONTARIO L5N 21-7 CANADA 905) 363-4040 www.icvnene.com ievanslo'-2icvnene.com EVALUATION SUBJECT: ICYNENE PROSEAL AND ICYNENE PROSEAL LE 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes: 2015, 2012 and 2009 International Building Code° (IBC) 2015, 2012 and 2009 International Residential Code® IRC) 2015, 2012 and 2009 International Energy Conservation Code° (IECC) Properties evaluated: Surface -burning characteristics Physical properties IS Thermal resistance (R-values) Attic and crawl -space installation Air permeability Vapor permeability Fire —resistance -rated construction Water -resistive barrier Exterior walls of Types I —IV construction 1.2 Evaluation to the following green standard: 2008 ICC 700 National Green Building Standard'"' ICC 700-2008) Attributes verified: See Section 3.1 2.0 USES Icynene ProSeal and Icynene ProSeal LE spray foam Is used as a nonstructural thermal insulating material in Types I, II, III, IV and V construction under the IBC and dwellings under the IRC. The insulation is for use in wall cavities, floor assemblies, ceiling assemblies, or attics and crawl spaces when installed in accordance with Section 4.4. Under the IRC, the insulation may be used as air -impermeable insulation when installed in accordance with Section 3.4, and as a vapor retarder when installed in accordance with Section 3.5. Ityrtene ProSeal spray foam may be used in fire -resistance -rated construction when installed in accordance with Section 4'.5: and in )Ues.•IthroughIVconsW61ion.wherti Ast'atled in accordance withSection4.6. The insulation may' be' used as an altemative :• t to the water -resistive barrier. -required in' 'IBC. Section'- 'rli 1404.2 and IRC Section R703.2 when. installed t3s••1:.,.,, described in Section 4.7. 3.0 DESCRIPTION 3.1 ProSeal Insulation: Icynene ProSeal and Icynene ProSeal LE foam plastic insulation is a two -component, medium -density, closed - cell, spray -applied foam plastic with a nominal density of 2.4 pcf. The polyurethane foam is produced by combining Icynene Based Seal MDI isocyanate (the A component) and Icynene ProSeal resin (the B component). The products have a shelf life of 12 months when stored in factory -sealed containers at temperatures between 60`F and 85°F (160C and 29°C). The Icynene ProSeal is supplied in one formula for all climates. The attributes of the insulation have been verified as conforming to the requirements of ICC 700-2008 Section 703.2.1.1.1(c) as an air impermeable insulation. Note that decisions on compliance for those areas rest with the user of this report. The user is advised of the project -specific provisions that may be contingent upon meeting specific conditions, and the verification of those conditions is outside the scope of this report. These codes or standards often provide supplemental information as guidance. 3.2 Surface Burning Characteristics: The Icynene ProSeal and Icynene ProSeal LE insulation, at a maximum thickness of 4 inches (102 mm) and a nominal density of 2.4 pcf, has a flame -spread index of 25 or less and a smoke -developed index of 450 or less when tested in accordance with ASTM E84 (UL 723). 1CC'•£S Ernhranrrn Re mns are, not ra he emn.rrurd a, r eprewnrias ar dredca or am ather attrihutca nor xpet trrcally udrh resrrl, nnr are they in he ennvrued rrs an cadorscarent ofthe subjcrt ofthe report or a rerormncadarioa rot is «se.. Thcra is no aarrann• by XC Evehranon Service. LLC. express or implied as to anyfrndnrg ar other matter Its this rel r t, or ae in any product eonv ed by the report. • N Copyright® 2018ICC Evaluation Service. LLC. All rights reserved. Page 1 of 5 ESR-3500 I Most Widely Accepted and Trusted Page 2 of 5 3.3 Thermal Resistance: Icynene ProSeal and Icynene ProSeal LE insulation has a thermal resistance, R-value, at a mean temperature of 75°F (24°C) as shown in Table 1. 3.4 Air Permeability: Icynene ProSeal and Icynene ProSeal LE insulation, at a minimum 1.4-inch (35.6 mm) thickness, is considered air -impermeable insulation in accordance with 2015 IBC Section 1203.3 and 2015 and 2012 IRC Section R806.5 2009 IRC Section R806.4), based on testing in accordance with ASTM E2178. 3.5 Vapor Permeability: Icynene ProSeal and Icynene ProSeal LE insulation has a vapor jpermeance of less than 1 perm (5.700'" kg/ Pa-s-m ) at a minimum thickness of 1.5 inches (38.1 mm) and may be used where a Class II vapor retarder is required by the applicable code. 3.6 Coatings: 3.6.1 DC 315: DC 315 Coating ES( R-3702), manufactured by International Fireproof Technology, Inc. / Paint to Protect Inc., is a water -based coating supplied in 5-gallon (19 L) pails and 55 gallon (208 L) drums. The coating material has a shelf life of 12 months when stored in factory -sealed containers at temperatures between 507 10°C) and 80°F (27°C). 4.0 DESIGN AND INSTALLATION 4.1 General: Icynene ProSeal and Icynene ProSeal LE must be installed in accordance with the manufacturer's published installation instructions, this report and the applicable code. The manufacturer's published installation instructions and this report must be strictly adhered to, and a copy of the instructions and this evaluation report must be available on the jobsite at all times during installation. 4.2 Application: Icynene ProSeal and Icynene ProSeal LE must be applied using spray equipment specified by Icynene, Inc. The insulation must not be used in areas having a maximum service temperature greater than 180'F (82°C), must not be used in electrical outlet or junction boxes or in contact with rain or water, and must be protected from the weather during and after application. Where Icynene ProSeal and Icynene ProSeal LE is used as an air -impermeable barrier, such as in unventilated attic spaces regulated by IRC Section R806, the insulation must be installed at a minimum thickness of 1.4 inches (35.6 mm). The insulation is applied to the intended thickness, with the first pass being at the maximum thickness set forth in the manufacturer's published installation instructions. Where multiple passes are required, the cure time between each pass is in accordance with the manufacturer's instructions. 4.3 Thermal Barrier: 4.3.1 Application with a Prescriptive Thermal Barrier: Icynene ProSeal and Icynene ProSeal LE spray foam Insulation must be separated from the interior of the building by an approved thermal barrier, such as 1/2-inch- thick (12.7 mm) gypsum board installed using mechanical fasteners in accordance with the applicable code, or an equivalent 15-minute thermal barrier complying with, and installed in accordance with, IBC Section 2603.4 or IRC Section R316.4, as applicable. When installation is within an attic or crawl space as described in Section 4.4, a thermal barrier is not required between the foam plastic and the attic or crawl space, but is required between the insulation and the interior of the building. There is no thickness limit when installation is behind a code - prescribed thermal barrier except as noted in Sections 4.4.2.1. 4.4.2.2 and 4.4.3. 4.3.2 Application without a Prescriptive Thermal Barrier with DC 315 Coating: Icynene ProSeal and Icynene ProSeal LE may be Installed without the 15-minute thermal barrier prescribed in IBC Section 2603.4 and IRC Section R316.4, when the installation is in accordance with this section. The Icynene ProSeal insulation and the DC 315 Coaling may be spray -applied to the interior facing of walls, the underside of roof sheathing or roof rafters, and in crawl spaces, and may be left exposed as an interior finish without a 15-minute thermal barrier or ignition barrier. The thickness of the insulation applied to the underside of the roof sheathing must not exceed 14 inches (356 mm). The thickness of the insulation applied to vertical wall surfaces must not exceed 8 inches (203 mm). The insulation must be covered on all surfaces with DC 315 Coating at a minimum wet film thickness of 24 mils wet (0.61 mm) 116 mils dry (0.41 mm)) at an application rate of 1 gallon 3.8 L) per 66.8 square feet (6.15 MT). The coating must be applied over the Icynene ProSeal insulation in accordance with the coating manufacturer's instructions. ESR-3702 and this report. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances that could interfere with adhesion of the coating. The coating is applied in one coat with low-pressure airless spray equipment. 4.4 Attics and Crawl Spaces: 4.4.1 Application with a Prescriptive Ignition Barrier: When Icynene ProSeal and Icynene ProSeal LE insulation is installed within attics or crawl spaces where entry is made only for service of utilities, an ignition barrier must be installed in accordance with IBC Section 2603.4.1.6 or IRC Sections R316.5.3 and R316.5.4, as applicable. The ignition barrier must be consistent with the requirements for the type of construction required by the applicable code, and must be installed in a manner so that the foam plastic insulation is not exposed. Icynene ProSeal and Icynene ProSeal LE insulation may be installed in unvented attics In accordance with 2015 IBC Section 1203.3 or 2012 IRC Section R806.5 (2009 IRC Section R806.4). 4.4.2 Application without a Prescriptive Ignition Barrier: Where Icynene ProSeal spray foam is installed in an attic or crawl space without a prescriptive ignition barrier, in accordance with Sections 4.4.2.1 and 4.4.2.2, the following conditions apply: 1. Entry to the attic or crawl space is only for the service of utilities and no storage is permitted. 2. There are no Interconnected attic, crawl space or basement areas. 3. Air in the attic or crawl space is not circulated to other parts of the building. 4. Combustion air Is provided In accordance with IMC Intemational Mechanical Code Section 701. 5. Attic ventilation is provided when required by IBC Section 1203.2 or IRC Section R806, except when air -impermeable insulation is permitted in unvented attics In accordance with 2015 IBC Section 1203.3 or 2012 IRC Section R806.5 (2009 IRC Section R806.4). 6. Under -floor (crawl space) ventilation is provided when required by 2015 IBC Section 1203.4 (2012 and 2009 IBC Section 1203.3) or IRC Section R408.1, as applicable. ESR-3500 I Most Widely Accepted and Trusted Page 3 of 5 4.4.2.1 Attics and Crawl Spaces - Uncoated: The thickness of the foam plastic applied to the underside of the roof sheathing and/or rafters, or the underside of floors, must not exceed 8 inches (203 mm). The thickness of the spray foam insulation applied to vertical wall surfaces must not exceed 6 inches (152 mm). The insulation does not require a code -prescribed ignition barrier or coating. 4.4.2.2 Attic and Crawl Spaces - Coated: The thickness of the foam plastic applied to the underside of the roof sheathing and/or rafters, or the underside of floors, must not exceed 14 inches (356 mm). The thickness of the spray foam insulation applied to vertical wall surfaces must not exceed 8 inches (203 mm). The Icynene ProSeal and Icynene ProSeal LE insulation must be covered on all surfaces with DC 315 Coating at a minimum dry film thickness of 3 mils 0.08 mm) [wet film thickness of 4 mils (0.10 mm)) at a rate of 401 square feet (37 m2) per gallon (3.8 Q. The DC 315 Coating must be applied over the Icynene ProSeal and Icynene ProSeal LE insulation in accordance with the coating manufacturer's instructions and this report. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances that could Interfere with adhesion of the coating. The coating is applied in one coat with low-pressure airless spray equipment. 4.4.3 Use on Attic Floors: Icynene ProSeal and Icynene ProSeal LE insulation may be installed exposed at a maximum thickness of 14 inches (356 mm) between and over the joists in attic floors. The insulation must be separated from the interior of the building by an approved thermal barrier. An ignition barrier in accordance with the IBC Section 2603.4 and IRC Section R316.5.3 may be omitted. 4.5 One -hour Non -load -bearing Fire -resistance -rated Wall Assembly: 4.5.1 Exterior Face: Nominally 6-inch-deep (152 mm), No. 18 gage galvanized steel studs, spaced 16 inches 406 mm) on center, are fastened to No. 18 gage valvenized steel floor and ceiling tracks. One la er ofcinch -thick (12.7 mm) Georgia Pacific DensGlass Gold Exterior Sheathing is installed parallel to the steel studs with vertical joints offset a minimum of 16 inches (406 mm) from the vertical joints of the interior Type X gypsum board, and the horizontal joints offset a minimum of 24 inches 610 mm) from the horizontal joints of the gypsum board. The sheathing is attached using 1114-inch long (31.7 mm), self -drilling drywall screws spaced 8 inches (203 mm) on center around the perimeter and In the field. Hohmann Barnard DW-10 brick ties, 6 inches (152 mm) long by 1'/2 inches (38 mm) wide, are spaced 16 inches 406.4 mm) on center vertically on each steel stud, and secured using two 15/e-Inch-long (41.3) self -drilling screws. through 4-inch Y02 mm) red clay brick [31/2 inches89mm) by 2 /4 Inches (57 mm) by 73/4 inches 197 mm)], laid in a running bond pattern with Type S mortar, leaving a nominally 1-Inch (25.4 mm) air gap between the brick and the exterior sheathing. The stud cavity is filled with Icynene ProSeal insulation and Icynene ProSeal LE to a maximum nominal thickness of 6 inches. 4.5.2 Interior Face: Type X gypsum board, 5/8 inch 15.9 mm) thick and complying with ASTM C1396, is applied to the interior side with the long edge parallel to steel studs, and is secured using 04-inch-long (32 mm), self -drilling drywall screws spaced 8 inches (203 mm) on center around the perimeter and 12 Inches (305 mm) on center in the field. The gypsum board joints must be treated with vinyl or casein, dry or premixed joint compound applied in two coats to cover all exposed screw heads and gypsum board butt joints. A minimum 2-inch- wide (51 mm) paper, plastic, or fiberglass tape is embedded in the first layer of compound over butt joints of the gypsum board. 4.6 Exterior Walls in Type I,11, III and IV Construction: 4.6.1 General: When used on exterior walls of Types I. II, III or IV construction, the assembly must comply with IBC Section 2603.5 and this section, and the Icynene ProSeal and Icynene ProSeal LE insulation must be installed at a maximum thickness as described in Table 2. The potential heat of Icynene ProSeal Insulation Is 2288 Btu/ft2 25995 kJ/m2) per inch of thickness, when tested in accordance with NFPA 259. 4.6.2 Specific Wall Assemblies: Wall assemblies complying with Section 4.6 must be as described in Table 2. 4.7 Water -resistive Barrier: Icynene ProSeal and Icynene ProSeal LE insulation may be used as an alternative to the water -resistive barrier prescribed in IBC Section 1404.2 and IRC Section R703.2, when Installed on exterior walls as described In this section the insulation must be spray -applied to the exterior side of sheathing, masonry or other suitable exterior wall substrates to form a continuous layer of 1 inch (25.4 mm) minimum thickness. All construction joints and penetrations are to be completely sealed with Icynene ProSeal or Icynene ProSeal LE Insulation. 5.0 CONDITIONS OF USE The Icynene ProSeal and ProSeal LE spray foam insulation described in this report complies with, or is a suitable altemative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The product must be installed in accordance with the manufacturer's published installation instructions, this evaluation report and the applicable code. In the event of a conflict between the manufacturer's published installation instructions and this report, this report governs. 5.2 The insulation must be separated from the Interior of the building by an approved 15-minute thermal barrier In accordance with IBC Section 2603.4, except when installation is as described in Section 4.3.2 or in attics and crawl spaces as described in Section 4.4.2. 5.3 The insulation must not exceed the thickness and density noted in Sections 3.2. 4.3, 4A, 4.5 and 4.6 of this report. 5.4 The insulation must be protected from the weather during and after application. 5.5 The insulation must be applied by installers certified by Icynene, Inc. 5.6 Use of the insulation in areas where the probability of termite infestation is "very heavy" must be in accordance with IRC Section R318.4 or 2012 IBC Section 2603.9 (2009 IBC Section 2603.8), as applicable. 5.7 Jobsite certification and labeling of the insulation must comply with 2015 IRC Sections N1101.10.1 and N1101.10.1.1 (2012 IRC Sections N1101.12.1 and N1101.12.1.1 or 2009 IRC Sections N1101.4 and N1101.4.1) and 2015 and 2012 IECC Sections C303.1.1, C303.1.1.1, R303.1.1 and R303.1.1.1 2009 IECC Sections 303.1.1 and 303.1.1.1), as applicable. ESR-3500 ! Most Widely Accepted and Trusted Page 5 of 5 TABLE 2—NFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES Wall Component Materials Base Wall System — 1 — Concrete wall. Use either 1, 2 or 3 2 — Concrete masonry wall. 3 —Minimum 35/rinch-deep (92 mm), No. 20 gage, C-shaped steel studs, spaced a maximum of 24 inches on center with lateral bracing every 4 feet (1219 mm) as required by code. Sheathing shall be a described in Exterior Sheathing below. Floodine Firestopping Minimum 4 pcf mineral wool In each stud cavity at each floorline, attached with Zcllps. Thickness must match stud cavity depth. Cavity Insulation — Use either 1, 2 3, 4 1 — None. or 5 2 — Partial cavity fit[ with a maximum air space of 2 inches (51 mm) or full cavity depth not exceeding 75/e inches (194 mm) of Classic, Classic Plus or Classic Max (ESR-1826); MD-R-210 (ESR-3493); or Proseal/ProSeal LE (ESR-3500). 3 —Any insulation qualified as noncombustible in accordance with ASTM E136. 4 — Glass fiber bait insulation'. 5 — Mineral fiber Insulation'. Insulation must comply with the applicable requirements of 2015 or 2012 IBC Section 720.2 (2009 IBC Section 719.2). Exterior Sheathing— Only for Base Wall 1 — Minimum'/zinch-thick (12.7 mm). ), glass mat gypsum sheathing complying with ASTM C1177. System No. 3— 2 — Sheathing shall be attached with No. 6, 0, inch -long (32 mm)self-tapping screws located 8 Use either 1 or 2 inches (203 mm) on center along the perimeter and 12 inches 302 mm) on center in the field of wallboard. Joints must be taped and treated with joint compound in accordance with ASTM C840 or GA-216. Exterior Insulatlon Maximum thickness of 5'/2 inches (140 mm) of Proseal Eco (MD-R-210) (ESR-3493) or Proseal/ProSeal LE (ESR-3500). Exterior Wall Covering — 1 — Brick - standard nominally 4-inch-thick (102 mm) clay brick; brick veneer anchors — standard Use either 1, 2, 3, 4, 5, 6 or 7 types installed a maximum of 24 inches OC vertically on each studs. 2 — Stucco - minimum 5/rinch-thick (19.1 mm), exterior cement plaster and lath with a secondary water -resistive barrier may be installed between the exterior insulation and the lath. 3 — Natural stone (limestone, granite, marble, sandstone), minimum 2-Inch-thick (51 mmf 4 — Cast artificial stone, minimum 1'/.-inch-thick (38 mm), complying with AC51 and subject of a current ICC-ES evaluation report`. 5 — Terracotta cladding, minimum of 1'/.-4nch-thlck (32 mm)`. 6 — Precast concrete panels, minimum of 1'/c4nch-thick (32 mm)`. 7 — Concrete masonry untis (CMU), minimum of 1'/2-4nch-thick (38 mm)`. The maximum air gap between exterior insulation and cladding shall be 2 inches (51 mm). Any standard non -open -jointed installation technique such as shipaap, etc., may be used. ESR-3500 I Most Widely Accepted and Trusted Page 4 of S 5.8 The A and B components of the insulation are 6.9 Reports of tests in accordance with applicable produced under a quality -control program with sections of the ICC-ES Acceptance Criteria for Foam inspections by ICC-ES. Plastic Sheathing Used as a Water -resistive Barrier 6.0 EVIDENCE SUBMITTED AC71), dated February 2013 (editorially revised January 2016). 6.1 Data in accordance with the ICC-ES Acceptance 7.0 IDENTIFICATIONCriteriaforSpray -applied Foam Plastic Insulation, AC377), dated April 2016, including reports of tests Containers of Icynene ProSeal and Icynene ProSeal LE In accordance with Appendix X of AC377. components are identified with a label bearing the Icynene, 6.2 Report of air permeance test in accordance with Inc., name and address; the product trade name (Icynene ASTM E2178. ProSeal]; the lot number; the flame spread and smoke developed indices; mixing instructions; density; the shelf 6.3 Report of vapor permeance test in accordance with life and the expiration date; and the evaluation report ASTM E96. number (ESR-3500). 6.4 Engineering analysis of a fire -resistance test in The International Fireproof Technology Inc.,/ Paint To accordance with ASTM E119. Protect, Inc.. DC 315 intumescent coating is identified with 6.5 Engineering analysis of a fire test in accordance with the manufacturer's name, the product trade name and NFPA 285. address, use date of manufacture, shelf life or expiration date, manufacturers instructions and evaluation report 6.6 Report of a room corner fire test In accordance with number (ESR-3702). NFPA 286. 6.7 Report of a potential heat test in accordance with NFPA 259. 6.8 Report of a critical radiant flux test in accordance with ASTM E970. TABLE 1-THERMAL RESISTANCE (R-VALUES) THICKNESS (Inches) R-VALUE ('F.tF.h/Btu) 1.0 7.1 3.5 24 4.0 28 5.5 38 6.0 42 7.5 52 8.5 59 9.5 66 10.0 69 11.25 78 For Sl: 1 inch= 25.4 mm: 1'F.fl'.h/Btu = 0.176110'K.m2.h/W. R-values are Calculated based on tested K-values at 1- and 3.54nch diicknesses. FORM )k405-2017 RECORD COPY RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: V This checklist R" A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) P000' HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 9-0*' O' Mandatory Requirements (five pages) Required prior to CO for the Performance Method: fi3-o" Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) Qe' A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) ` >' • ILDI/V& IIISWRIC PERMIT I"! r O R D All work must be done in strict accordance with the Approved Certificate of Appropriateness guilds* does not approve any work outside this scope Yamrt Appliesnt is coley responsible for complianoe 18-2709 10/30/2018 12:01:26 PM EnergyGauge® USA 6.0 02 (Rev 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: HISTORICAL HOME RENOVATION Builder Name: Street: 213 S LAUREL AVENUE Permit Office: SANFORD City, State, Zip: SANFORD, FL, 32772 Permit Number: Owner- SANFORD HERITAGE FUND Jurisdiction: 691500 Design Location: FL, Sanford County: SEMINOLE (Florida Climate Zone 2 ) 1. New construction or existing Addition 9. Wall Types (2752.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 2752.90 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms(Bedrms In Addition) 3(1) d. N/A R= ft2 10. Ceiling Types (1433.0 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=30.0 743.00 ft2 6. Conditioned floor area above grade (ft2) 2023 b. Roof Deck (Unvented) R=30.0 690.00 ft2 Conditioned floor area below grade (W) 0 c. N/A 11. Ducts R= ft2 R ft2 7. Windows(332.5 sqft.) Description Area a. Sup: Exterior, Ret: Exterior, AH: Exterior 6 202.3 a. U-Factor: Dbl, U=0.34 332.50 ft2 SHGC: SHGC=0.23 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 23 2 SEER:14.00 b. Central Unit 9.0 SEER:13.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 21.8 HSPF:8.00 SHGC: b. Electric Strip Heat 5.0 COP:1.00 Area Weighted Average Overhang Depth: 2.720 ft. Area Weighted Average SHGC: 0.230 14. Hot water systems - None required a' Cap. N/A 8. Floor Types (2073.0 sqft.) Insulation Area EF: 0.000 a. Crawlspace R=13.0 1383.00 W b. Conservation features b. Floor Over Other Space R=0.0 690.00 ft2 c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.164 Total Proposed Modified Loads: 59.14 PASSTotalBaselineLoads: 64.48 1 hereby certify that the plans and specifications covered by Review of the plans and F-HE STgT this calculation are in ompliance with the F da Energy specifications covered by this indicates AVO Code. calculation compliance y n„ , _ = I 0r'•'::• ° with the Florida Energy Code. Before is un PREPARED BY: _ S construction completed a v DATE: - O -` _ this building will be inspected for V a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. CEO WE'J OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 10/30/2018 12:01 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5 1 e 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 92 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. Addition 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location Exterior 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 32.2 a) Split system SEER 5. Is this a worst case? (yes/no) 5. No b) Single package SEER 14.0 c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 2023 d) Room unit/PTAC EER e) Other 13.0 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.340 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.230 14. Heating system: Capacity 26.8 c) Area 7c. 332.5 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP 1.0 a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 8.00 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. b) Wood, raised (R-value) 9b. 13.0 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. 13.0 e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 1061. 2. Masonry (Insulation R-value) 1062. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11a. varies b) Cross ventilation No b) Single assembly 11 b. c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: Address of New Home: 213 S LAUREL AVENUE City/FL Zip: SANFORD, FL 32772 10/30/2018 12:01:29 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: HISTORICAL HOME RENOV Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2023 Lot # Owner Name: SANFORD HERITAGE FUND Total Stories: 2 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 213 S LAUREL AVENU Permit Office: SANFORD Cross Ventilation. County: SEMINOLE Jurisdiction. 691500 Whole House Fan: City, State, Zip: SANFORD, Family Type: Single-family FL, 32772 New/Existing: Addition Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97 5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1383 12170.4 2 Block2 640 5120 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1383 121704 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 640 5120 No 2 2 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Crawlspace Main 142.08 ft 0 1383 ft2 13 0 1 0 2 Floor Over Other Space 2nd Floor ---- ---- 690 ft2 0 0 1 0 ROOF Roof Gable Roof Red Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 2812 ft2 950 ft2 Light N 0.8 No 0.9 No 30 42.5 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 2073 ft2 N Y 10/30/2018 12:01 PM EnergyGauge® USA 6.0.02 (Rev 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5 FORM R405-2017 INPUT 5UMMARY CHECKL15T REPORT CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Unvented) Main 38 Blown 743 ft2 0.11 Wood 2 Under Attic (Unvented) 2nd Floor 0 Blown 690 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt T.o Wall_T_ype Space R_Value-Ft-In-Et-In Area R_Value-Eraction_Absor._Grade%_ 1 W Exterior Frame - Wood Main 13 10 9 8 8 93.2 ft' 0.23 0.1 0 2 S Exterior Frame - Wood Main 13 8 0 8 8 69.3 ft" 0.23 0.1 0 3 SW Exterior Frame - Wood Main 13 2 0 8 8 17.3 ft' 0.23 0.1 0 4 W Exterior Frame - Wood Main 13 11 3 8 8 97.5 ft' 0.23 0.1 0 5 NW Exterior Frame - Wood Main 13 2 0 8 8 17.3 ft' 0.23 0.1 0 6 S Exterior Frame - Wood Main 13 8 0 8 8 69.3 ft' 0.23 0.1 0 7 W Exterior Frame - Wood Main 13 10 9 8 8 93.2 ft' 0.23 0.1 0 8 N Exterior Frame - Wood Main 13 51 8 8 8 447.8 ft' 0.23 0.1 0 9 E Exterior Frame - Wood Main 13 19 10 8 8 171.9 ft' 0.23 0.1 0 10 S Exterior Frame - Wood Main 13 36 10 8 8 319.2 ft' 0.23 0.1 0 11 E Exterior Frame - Wood Main 13 13 11 8 8 120.6 ft' 0.23 0.1 0 12 S Exterior Frame - Wood Main 13 15 8 8 8 135.8 ft' 0.23 0.1 0 13 W Exterior Frame - Wood 2nd Floor 13 10 9 9 6 102.1 ft' 0.23 0.1 0 14 S Exterior Frame - Wood 2nd Floor 13 9 0 9 6 85.5 ft' 0.23 0.1 0 15 W Exterior Frame - Wood 2nd Floor 13 11 3 9 6 106.9 ft' 0.23 0.1 0 16 N Exterior Frame - Wood 2nd Floor 13 9 0 9 6 85.5 ft' 0.23 0.1 0 17 W Exterior Frame - Wood 2nd Floor 13 10 9 9 6 102.1 ft' 0.23 0.1 0 18 N Exterior Frame - Wood 2nd Floor 13 15 8 9 6 148.8 ft' 0.23 0.1 0 19 E Exterior Frame - Wood 2nd Floor 13 33 9 9 6 320.6 ft' 0.23 0.1 0 20 S Exterior Frame - Wood 2nd Floor 13 15 8 9 6 148.8 ft' 0.23 0.1 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Main None 4 3 6 8 20 ft' 2 E Insulated Main None 4 3 6 8 20 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 1 Wood Low-E Double Yes 0.34 0.23 N 15.0 ft' 9 ft 8 in 1 ft 4 in Drapes/blinds Exterior 5 2 S 2 Wood Low-E Double Yes 0.34 0.23 N 6.0 ft' 10 ft 9 in 1 ft 4 in Drapes/blinds Exterior 5 3 W 4 Wood Low-E Double Yes 0.34 0.23 N 4.5 ft' 4 ft 9 in 1 ft 4 in Drapes/blinds Exterior 5 4 S 6 Wood Low-E Double Yes 0.34 0.23 N 6.0 ft' 10 ft 9 in 1 ft 4 in Drapes/blinds Exterior 5 5 W 7 Wood Low-E Double Yes 0.34 0.23 N 15.0 ft' 9 ft 8 in 1 ft 4 in Drapes/blinds Exterior 5 6 N 8 Wood Low-E Double Yes 0.34 0.23 N 15.0 ft' 2 ft 0 in 14 ft 0 in Drapes/blinds Exterior 5 7 N 8 Wood Low-E Double Yes 0.34 0.23 N 15.0 ft' 1 ft 4 in 14 ft 0 in Drapes/blinds Exterior 5 8 N 8 Wood Low-E Double Yes 0.34 0.23 N 9.0 ft' 2 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 10/30/2018 12:01 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5 FORM R405-2017 INPUT 5UMMAKY UI-It::KLI5 I KtPUK I WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 9 N 8 Wood Low-E Double Yes 0.34 0.23 N 6.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 10 E 9 Wood Low-E Double Yes 0.34 0.23 N 9.0 ft2 2 ft 0 in 4 ft 0 in Drapes/blinds Exterior 5 11 E 9 Wood Low-E Double Yes 0.34 0.23 N 9.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds Exterior 5 12 S 10 Wood Low-E Double Yes 0.34 0.23 N 15.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 13 S 10 Wood Low-E Double Yes 0.34 023 N 15.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 14 S 10 Wood Low-E Double Yes 0.34 0.23 N 40.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 15 S 10 Wood Low-E Double Yes 0.34 0.23 N 6.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 16 S 12 Wood Low-E Double Yes 0.34 0.23 N 15.0 ft2 1 ft 4 in 10 ft 0 in Drapes/blinds Exterior 5 17 W 13 Wood Low-E Double Yes 0.34 023 N 15.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 18 S 14 Wood Low-E Double Yes 0.34 0.23 N 6.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 19 W 15 Wood Low-E Double Yes 0.34 0.23 N 15.0 ft2 1 ft 4 in 9 ft 0 in Drapes/blinds Exterior 5 20 N 16 Wood Low-E Double Yes 0.34 023 N 6 0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 21 W 17 Wood Low-E Double Yes 0.34 0.23 N 15.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 22 N 18 Wood Low-E Double Yes 0.34 0.23 N 15.0 ft2 1 ft 4 in 9 ft 0 in Drapes/blinds Exterior 5 23 E 19 Wood Low-E Double Yes 0.34 0.23 N 6.0 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 24 E 19 Wood Low-E Double Yes 0.34 0.23 N 6.0 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 25 E 19 Wood Low-E Double Yes 0.34 0.23 N 18.0 ft2 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 26 S 20 Wood Low-E Double Yes 0.34 0.23 N 15.0 ft2 1 ft 4 in 9 ft 0 in Drapes/blinds Exterior 5 27 W 15 Wood Low-E Double Yes 0.34 0.23 N 15.0 ft2 1 ft 4 in 9 ft 0 in Drapes/blinds Exterior 5 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .00038 2017.2 110.74 208.27 1938 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump/Replacem Electric Strip Heat/None (Bas None None HSPF:8 COPA 21.8 kBtu/hr 5 kBtu/hr 1 2 sys#1 Ductless COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit/Replacement for Central Unit/None (Baseline a Single None SEER: 14 23.2 kBtu/hr 696 cfm 0.79 SEER: 13 9 kBtu/hr 240 cfm 0.75 1 2 sys#1 Ductless 10/30/2018 12:01 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model Area Volume FEF ft' DUCTS Supply Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Exterior 6 202.3 ft Exterior 50.575 Default Leakage Exterior Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin [[ ]] Jan jj Feb Mar A r Ma X Jun Xj Jul X Au X Se Oct Nov DecHeating [X] Jan X] Feb X Mar Apr May Jun Jul Aug Sep X Oct Nov JXJDecVenting [ ]Jan j Feb X] Mar l 1 l 1 l l X Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 Ibs/sq.ft. 0 ft' 0 ft 0.3 Main Default 8 Ibs/s .ft. 0 ft' O ft 03 2nd Floor 10/30/2018 12:01 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 213 S LAUREL AVENUE Permit Number: SANFORD , FL, 32772 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelopm building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch 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)(0, (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. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent 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. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 10/30/2018 12:01 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Pagel of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 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), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test- Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the budding thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41'C) or below 55°F (13"C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1,1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515 Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 10/30/2018 12.01 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38'C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. Ei R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5 6 2 1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2 8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2 8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 10/30/2018 12:01 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21 56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 10/30/2018 12:01 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard R403.11 Portable spas (Mandatoryl)he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 10/30/2018 12:01 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5 It t Manual S Compliance Report Job: SANFORD HERITAGE Date: Oct 24, 2018 2 T HP PKG UNIT By: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax. 407 322-5788 Email: SPEEDYCALCS®YAHOOO.COM Web: WWW.SPEEDYCALCS.COM For: SANFORD HERITAGE REVOLVING FUND, STEVE RICHARDS A/C 213 S LAUREL AVENUE #3, SANFORD, FL 32772 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 14958 Btuh Entering coil DB: 77.1°F Outdoor design WB: 75.2°F Latent gain: 3968 Btuh Entering coil WB: 64.2°F Indoor design DB: 75.0°F Total gain: 18925 Btuh Indoor RH: 50% Estimated airflow: 773 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Pkg ASHP Manufacturer: Airtemp Products Model: VQ7RE-024K Actual airflow: 773 cfm Sensible capacity: 17330 Btuh 1161/16 of load Latent capacity: 4710 Btuh 119% of load Total capacity: 22040 Btuh 116% of load SHR: 79% Design Conditions Outdoor design DB: 40.9°F Heat loss: 16616 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Pkg ASHP Manufacturer: Airtemp Products Model: VQ7RE-024K Actual airflow: 773 cfm Output capacity: 21800 Btuh 131% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 773 cfm Output capacity: 4.9 kW 100% of load Temp. rise: 20 OF Meets all requirements of ACCA Manual S. Entering coil DB: 66.6°F Capacity balance: 35 OF Economic balance: -99 OF wrightsoft" 2018-00-3011.04.23 t Right -Suite® Universal 2018 18.0.31 RSU08373 Page 1 Vvt" ...cuments\Wrightsoft HVAC%213 S LAUREL AVENUE.rup Calc = MJ8 Front Door faces: W f, IS Manual S Compliance Report Job: Date: SANFORD HERITAGE Oct 24, 2018 Y SECOND FLOOR SPEEDY CALC'S LLC By: Plan: TRICIA HIGGINS RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOOO.COM Web: WMSPEEDYCALCS.COM For: SANFORD HERITAGE REVOLVING FUND, STEVE RICHARDS A/C 213 S LAUREL AVENUE #3, SANFORD, FL 32772 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 6137 Btuh Entering coil DB: 75.9°F Outdoor design WB: 75.2°F Latent gain: 2273 Btuh Entering coil WB: 62.9°F Indoor design DB: 75.0°F Total gain: 8410 Btuh Indoor RH: 50% Estimated airflow: 240 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Pkg AC Manufacturer: EXISTING WINDOW UNI Model: Actual airflow: 240 cfm Sensible capacity: 6300 Btuh 103% of load Latent capacity: 2700 Btuh 119% of load Total capacity: 9000 Btuh 107% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 40.9°F Heat loss: 5658 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type Manufacturer: Actual airflow: Output capacity Elec strip Model: 240 cfm 1.7 kW 100% of load Meets all requirements of ACCA Manual S. Entering coil DB: 69.6°F Temp. rise: 0 °F d wri9Mts0ft. 2018-OCI3011.04.23 f Right -Suite® Universal 2018 18.0.31 RSU08373 Paget Oak ...wmentsMrightsoN HVACt213 S LAUREL AVENUE nip Calc = MJ8 Front Door faces, W 1f i. Pro ect SummaJ • Job: SANFORD HERITAGE y Date: Oct 24, 2018 2 T HP PKG UNIT By: TRICIAHIGGINS SPEEDY CALC'S LLC Plan: RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAH000.COM Web: WWW.SPEEDYCALCS.COM For: SANFORD HERITAGE REVOLVING FUND, STEVE RICHARDS A/C 213 S LAUREL AVENUE #3, SANFORD, FL 32772 Notes: Load Calculation was obtained via electronic copy of drawing Weather: Orlando Sanford, FL, US Winter Design Conditions Outside db Inside db Design TD 41 OF 70 OF 29 OF Heating Summary Structure 12400 Btuh Ducts 2298 Btuh Central vent (60 cfm) 1917 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 16616 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 1 (Average) He138g Co 383AreaftVolume (fP) 12246 12246 Air changes/hour 0.44 0.19 Equiv. AVF (cfm) 90 39 Heating Equipment Summary Make Airtemp Products Trade AIRTEMP Model VQ7RE-024K AHRI ref 7617210 Efficiency Heating Input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point= 35 OF Backup: 8 HSPF 21800 Btuh @ 47°F 26 0 773 cfm 0.053 cfm/Btuh 0.50 in H2O Input = 5 kW, Output = 16635 Btuh, 100 AFUE Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Sensible Cooling Equipment Load Sizing Structure 12334 Btuh Ducts 1438 Btuh Central vent (60 cfm) 1186 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 14958 Btuh Latent Cooling Equipment Load Sizing Structure 1433 Btuh Ducts 958 Btuh Central vent (60 cfm) 1576 Btuh Outside air Equipment latent load 3968 Btuh Equipment Total Load (Sen+Lat) 18925 Btuh Req. total capacity at 0.79 SHR 1.6 ton Cooling Equipment Summary Make Airtemp Products Trade AIRTEMP Cond VQ7RE-024K Coil AHRI ref 7617210 Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 11.0 EER, 14 SEER 18328 Btuh 4872 Btuh 23200 Btuh 773 cfm 0.056 cfm/Btuh 0.50 in H2O 0.79 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrIghts4aft- 2018-Ocl-3011:04:23 Right-SudeO Universal 2018 18 0.31 RSU08373 Page 1AM ...cuments%voightsoft HVAC1213 S LAUREL AVENUE.rup Calc = MJ8 Front Door faces: W Project Summaryy Job: Date: SANFORD HERITAGE Oct 24, 2018 t SECOND FLOOR By: TRICIA HIGGINS raa SPEEDY CALC'S LLC Plan: RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone. 407 314-8495 Fax. 407 322.5788 Email. SPEEDYCALCSCYAH000 COM Web: www SPEEDYCALCS.COM Pri-gilectE• 11. •ii For: SANFORD HERITAGE REVOLVING FUND, STEVE RICHARDS A/C 213 S LAUREL AVENUE #3, SANFORD, FL 32772 Notes: Load Calculation was obtained via electronic copy of drawing Design Information Weather: Orlando Sanford, FL, US Winter Design Conditions Outside db Inside db Design TD 41 OF 70 OF 29 OF Heating Summary Structure 5333 Btuh Ducts 326 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 5658 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 1 (Average) Heating Cooling Area (ft 640 640 Volume (ftF) 5168 5168 Air changes/hour 0.57 0.25 Equiv. AVF (cfm) 49 22 Heating Equipment Summary Make Trade Model AHRI ref EfficiencyHeatingInput Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Sensible Cooling Equipment Load Sizing Structure 5689 Btuh Ducts 449 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 6137 Btuh Latent Cooling Equipment Load Sizing Structure 2168 Btuh Ducts 105 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 2273 Btuh Equipment Total Load (Sen+Lat) 8410 Btuh Req. total capacity at 0.70 SHR 0.7 ton Cooling Equipment Summary Make EXISTING WINDOW UNIT Trade Cond Coil AHRI ref 100 EFF Efficiency 1.7 kW Sensible cooling 5662 Btuh Latent cooling 21 OF Total cooling 240 cfm Actual air flow 0.042 cfm/Btuh Air flow factor 0 in H2O Static pressure Load sensible heat ratio 0 SEER 6300 Btuh 2700 Btuh 9000 Btuh 240 cfm 0.039 cfm/Btuh 0 in H2O 0.73 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w_rlyhtsoft• 2018-0ct-3011:04:23 Right-Sulte® Universal 2018 18.0 31 RSU08373 Page 2 aments%Wrlghtsoft HVACV13 S LAUREL AVENUE.rup Calc = MJ8 Front Door faces: W r, L. Component ConstructionsP Job: SANFORD HERITAGE Date: Oct 24, 2018 2 T HP PKG UNIT By: TRICIA HIGGINS SPEEDY CALCS LLC Plan: RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone, 407 314-8495 Fax: 407 322-5788 Email- SPEEDYCALCS®YAHOOO.COM Web: WWW.SPEEDYCALCS.COM For: SANFORD HERITAGE REVOLVING FUND, STEVE RICHARDS A/C 213 S LAUREL AVENUE #3, SANFORD, FL 32772 Location: Orlando Sanford, FL, US Elevation: 56 ft Latitude: 29°N Outdoor: Heating Dry bulb (OF) 41 Da ily ra nge (OF) - Wet bulb (° F) - Wind speed (mph) 15.0 Indoor: Indoor temperature (°F) Design TD (OF) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M) Method 75 Construction quality 7.5 Fireplaces Heating Cooling 70 75 29 18 50 50 24.6 38.7 Simplified Average 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain It' BuhAN••F tY-•F/B4h BtuhAN Stun Mhor Btuh Walls Frame wall 2 X 4 FOAM SPRAY R13: Frm wall, stucco ext, 1/2" wood shth, r-13 cav ins, 1/2" gypsum board Int fnsh, 2"x4" wood frm, 16" o.c. stud Partitions none) n 498 0.091 13.0 2.65 1319 1.85 920 e 253 0.091 13.0 2.65 670 1.85 467 s 430 0.091 13.0 2.65 1139 1.85 795 sw 13 0.091 13.0 2.65 34 1.85 24 w 228 0 091 13.0 2.65 604 1.85 421 nw 13 0.091 13.0 2.65 34 1.85 24 all 1435 0.091 13.0 2.65 3799 1.85 2650 Windows JELDWEN CASEMENT: 2 glazing, clr low-e outr, argon gas, clad wd frm n mat, clr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.25); 50% blinds 45°, medium 50% outdoor insect screen; 1.4 ft overhang (2 it window s ht, 1 4 It sep.); 6.67 ft head ht all JELDWEN CASEMENT: 2 glazing, clr low-e outr, argon gas, clad wd frm n mat, clr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.25); 50% blinds 45 medium; 50% outdoor insect screen; 11 ft overhang (2 ft w indow s ht, 1.4 ft sep.); 6.67 ft head ht all JELDWEN CASEMENT- 2 glazing, clr low-e outr, argon gas, clad wd frm n mat, clr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.25); 50% blinds 45°, medium; 50% outdoor insect screen; 1.4 it overhang (3 ft window ht, 1.4 It sep.); 6.67 ft head ht JELDWEN CASEMENT. 2 glazing, clr low-e outr, argon gas, clad wd frm n mat, clr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.25); 50% blinds 45', medium; 50% outdoor insect screen; 1.4 ft overhang (5 ft window ht, 14 It sep); 6.67 ft head ht JELDWENCASEMENT: 2 glazing, clr low-e outr, argon gas, Gad wd frm e mat, clr innr, 114" gap, 1/4" thk; NFRC rated (SHGC=0.25); 50% blinds 45°, medium; 50% outdoor insect screen, 1.4 ft overhang (3 ft window ht, 2 ft sep.); 6.67 it head ht 6 0.340 12 0.340 18 0.340 6 0.340 6 0.340 12 0.340 9 0.340 30 0.340 9 0.340 0 9.89 59 9.08 54 0 0 0 0 0 0 0 0 9.89 119 9.08 109 9.89 178 9.08 163 9.89 59 9.08 54 9.89 59 9.08 54 9.89 119 9.08 109 9.89 89 9.08 82 9.89 297 9.08 272 9.89 89 24.3 219 t wrightfsoft' 2018.Oct-3011:0423 Right-Sutte® Universal 2018 18 0,31 RSU08373 Page 1AMcuments\Wnghtsoft HVAC%213 S LAUREL AVENUE rup Cale - MJ8 Front Door faces: W JELDWEN CASEMENT- 2 glazing, cir low-e outr, argon gas, clad wd frm e 9 0.340 0 9.89 89 24.3 219 mat, cir innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.25); 50% blinds 45`, medium: 50% outdoor insect screen; 1.4 ft overhang (3 ft window ht, 4 ft sep.); 6.67 ft head ht JELDWEN CASEMENT: 2 glazing, cir low-e outr, argon gas, clad wd frm s 30 0 340 0 9.89 297 9.08 272 mat, cir innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.25); 50% blinds 45°, medium 50% outdoor insect screen; 1.4 ft overhang (5 ft window ht, 1 4 ft sep.); 6.67 ft head ht JELDWEN CASEMENT: 2 glazing, clr low-e outr, argon gas, clad wd frm s 15 0.340 0 9.89 148 10.4 156 mat, cir innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.25); 50% blinds 45°, medium 50% outdoor insect screen; 1.4 ft overhang (5 ft window ht, 10 It sep.); 6.67 ft head ht JELDWEN CASEMENT: 2 glazing, cir low-e outr, argon gas, clad wd frm s 41 0.340 0 9.89 404 6.44 263 mat, cir innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.25); 50% blinds 45°, medium 50% outdoor insect screen; 1.4 ft overhang (6.8 ft window ht, 1.4 ft sep.); 6.67 ft head ht JELDWEN CASEMENT: 2 glazing, cir low-e outr, argon gas, clad wd frm w 6 0.340 0 9.89 59 908 54 mat, cir innr, 1/4" gap, 114" thk; NFRC rated (SHGC=0.25); 50% blinds 45°, medium 50% outdoor insect screen; 5 ft overhang (2 ft w indow ht, 1.4 ft sep.); 6.67 It head ht JELDWEN CASEMENT: 2 glazing, cir low-e outr, argon gas, clad wd frm w 30 0.340 0 9.89 297 9.08 272 mat, cir innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.25); 50% blinds 45', medium 50% outdoor insect screen; 10 ft overhang (5 ft w indow ht, 1 ft sep.); 6.67 ft head ht Doors 11NO: Door, mtl eps core type a 21 0.350 8.7 10.2 214 10.9 228 w 24 0.350 8.7 10.2 244 10.9 261 all 45 0.350 8.7 10.2 458 10.9 489 Ceilings ENCAPSULATED ATTIC: Attic ceiling, asphalt shingles roof mat, 1/2" 743 0.033 30.0 0.64 475 0.53 397 gypsum board int fnsh Floors 20P-13w: Fir floor, frm fir, 12" thkns, hrd wd fir fnsh, r-13 cav ins, amb 1383 0.068 13.0 1.98 2737 0.99 1368 ovr wrigfhtt soft' 2018-Oct-3011:04:23 Right-Sulte®Universal 201818.0.31 RSU08373 Page cuments%Wrightsoft HVAC1213 S LAUREL AVENUE rup Calc = MJ8 Front Door faces: W Component ConstructionsP Job: SANFORD HERITAGE Date: Oct 24, 2018 t r SECOND FLOOR By: TRICIA HIGGINS J SPEEDY CALC,S LLC Plan: RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax. 407 322-5788 Email. SPEEDYCALCS@YAHOOO.COM Web. WWW.SPEEDYCALCS.COM For: SANFORD HERITAGE REVOLVING FUND, STEVE RICHARDS A/C 213 S LAUREL AVENUE #3, SANFORD, FL 32772 Location: Orlando Sanford, FL, US Elevation: 56 ft Latitude: 29°N Outdoor: Heating Dry but b (OF) 41 Dailyrange (OF) - Wet bulb (° F) - Wind speed (mph) 15.0 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 (M) Method 75 Construction quality 7.5 Fireplaces Heating Cooling 70 75 29 18 50 50 24.6 38.7 Simplified Average 1(Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft. BkA/A-.-F tP-•Ff" MAN 81,h 6a M atuh Walls Frame wall 2 X 4 FOAM SPRAY R13: Frm wall, stucco ext, 1/2" wood n 171 0.091 13.0 2.65 453 1 85 316 shth, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. a 236 0.091 13.0 2.65 625 1.85 436 stud s 171 0 091 13.0 2.65 453 1.85 316 w 227 0.091 13.0 2.65 601 1.85 419 all 805 0.091 13.0 2.65 2132 1.85 1487 Partitions none) Windows JELDWEN CASEMENT: 2 glazing, clr low-e outr, argon gas, clad wd frm n mat, clr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.25); 50% blinds e 45°, rredium; 50% outdoor insect screen; 1 4 ft overhang (2 ft w indow s ht, 1.4 ft sep.); 6.67 ft head ht all JELDWEN CASEMENT. 2 glazing, clr low-e outr, argon gas, Gad wd frm n mat, clr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.25), 50% blinds s 45°, n-edium; 50% outdoor insect screen; 1.4 ft overhang (5 ft w indow w ht, 9 ft sep.); 6 67 ft head ht all JELDWEN CASEMENT: 2 glazing, clr low-e outr, argon gas, clad wd frm e mat, clr innr, 1/4" gap, 1/4" thk, NFRC rated (SHGC=0.25); 50% blinds 45°, medium: 50% outdoor insect screen; 1.4 ft overhang (5 ft window w ht, 1.4 ft sep.); 6.67 ft head ht all Doors none) Ceilings ENCAPSULATED ATTIC: Attic ceiling, asphalt shingles roof mat, 1/2" gypsum board int fnsh Floors none) 6 0.340 0 9.89 59 9.08 54 6 0.340 0 9.89 59 24.3 146 6 0.340 0 989 59 9.08 54 18 0.340 0 989 178 14.2 255 15 0.340 0 9.89 148 9.08 136 15 0 340 0 9.89 148 104 156 15 0 340 0 9.89 148 24.3 365 45 0 340 0 9.89 445 146 657 30 0.340 0 989 297 24.3 730 30 0.340 0 9.89 297 24.3 730 60 0.340 0 9.89 594 24.3 1461 640 0.033 30.0 0.64 409 0.53 342 At *- Wrighttsoft' 2018-Oct-30 11 04:23 Right- Suite®Universal 201818 0.31 RSU08373 Page C .. imentskWrightsoft HVACt213 S LAUREL AVENUE rup Calc = MJ8 Front Door laces. W t AED Assessment Job: SANFORD HERITAGE Date: Oct 24, 2018 p 2 T HP PKG UNIT By: TRICIA HIGGINS C SPEEDY CALC'S LLC Plan: RENOVATION ADDITION 2805 STATEN DRIVE. DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322.5788 Email: SPEEDYCALCS@YAHOOO.COM Web: WWW SPEEDYCALCS COM For: SANFORD HERITAGE REVOLVING FUND, STEVE RICHARDS A/C 213 S LAUREL AVENUE #3, SANFORD, FL 32772 Location: Orlando Sanford, FL, US Elevation: 56 ft Latitude: 29°N Outdoor: Heating Dry bulb (OF) 41 Daily range (°F) - Wlet bulb (°F) - Wind speed (mph) 15.0 Indoor: Heating Cooling Indoor temperature (OF) 70 75 Design TD (°F) 29 18 Relative humidity (%) 50 50 Cooling Moisture difference (gr/lb) 24.6 38.7 93 Infiltration: 17 (M ) 75 7.5 Hourly Glazing Load Hard DW Hourly / Av*.g. / /®M Maximum hourly glazing load exceeds average by 30.4%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 11 Btuh (PFG -1.3" AFG) wrightsoR- 2018-Od-3011.04.23 t .,..: .......^.••.. Right-SulteO Universal2018 18.0.31 RSU08373 Page 1 cumentMWnghlsoft HVACV13 S LAUREL AVENUE.rup Calc = MJ8 Front Door faces: W AED Assessment Job: SANFORD HERITAGE Date: Oct 24, 2018r115SECONDFLOORBy: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: RENOVATION ADDITION a 2805 STATEN DRIVE. DELTONA. FL 32738 Phone: 407 314-8495 Fax, 407 322-5788 Email. SPEEDYCALCS@YAHOOO.COM Web- WWW SPEEDYCALCS.COM For: SANFORD HERITAGE REVOLVING FUND, STEVE RICHARDS A/C 213 S LAUREL AVENUE #3, SANFORD, FL 32772 Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (OF) 70 75 Elevation: 56 ft Design TD (OF) 29 18 Latitude: 29ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 38.7 Dry bulb (OF) 41 93 Infiltration: Dailyrange (OF) - 17 ( M ) Wet bulb (°F) - 75 Wind speed (mph) 15.0 7.5 Test for •-•Exposure Hourly Glazing Load I-Wd ®j Maximum hourly glazing load exceeds average by 27.8%. Zone has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh wrightsoft- 201 "cl-3011:04:23 w........ Right -Suite® Universal 2018 18.0 31 RSU08373 Page 2AM .cements%Wrightsoft HVAC1213 S LAUREL AVENUE.rup Calc = MJ8 Front Door faces, W r. Right-J8® Form J 1 2 T HP PKG UNIT SPEEDY CALC'S LLC Job: SANFORD HERITAGE Date: Oct 24, 2018 By: TRICIA HIGGINS Plan: RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax. 407 322-5788 Email. SPEEDYCALCS@YAHOOO.COM Web. WWW.SPEEDYCALCS.COM 1 Name of Room 2 T HP PKG UNIT FOYER 2 Running Feet of Exposed Wall 190.8 it 30.8 it 3 Ceiling Ht (Ft) and Gross Wall Area (SgFI) 89 it 3524.5 Its 9.0 It 3037 fit 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1383 0 It' 10 x 119 011 1190 fix 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 1383.0 fit 0 119.0 it, Type of Const , Panel I HTM I Area or I Bluh I Area or I Bluh Exposure Number Faces Lenght Lenght Hig. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 1 Frame wall 2 X 4 FO n 2.65 1.85 549 1319 920 81 199 139 laz JELDWEN CASEME n 9.89 9.08 6 59 54 0 0 0 laz JELDWEN CASEME n 9.89 9.08 6 59 54 6 59 54 laz JELDWEN CASEME n 9.89 9.08 9 89 82 0 0 0 11 laz JELDWEN CASEME n 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME n 9.89 9.08 30 297 272 0 0 0 all Frame wall 2 X 4 FO a 2.65 185 292 670 467 0 0 0 laz JELDWEN CASEME a 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME a 9.89 24.35 9 89 219 0 0 0 laz JELDWEN CASEME a 9.89 2435 9 89 219 0 0 0 laz JELDWEN CASEME a 0.00 0.00 0 0 0 0 0 0 oor 11N0 a 10.18 1087 21 214 226 0 0 0 II Frame wall 2 X 4 FO s 2.65 1.85 534 1139 795 81 199 139 laz JELDWEN CASEME s 9.89 9.08 12 119 109 0 0 0 laz JELDWEN CASEME s 9.89 9.08 6 59 54 6 59 54 laz JELDWEN CASEME s 9.89 9.08 30 297 272 0 0 0 laz JELDWEN CASEME s 0.00 000 0 0 0 0 0 0 laz JELDWEN CASEME s 9.89 10.39 15 148 156 0 0 0 laz JELDWEN CASEME s 9.89 6.44 41 404 263 0 0 0 Wall Framewall 2 X 4 FO sw 2.65 1.85 13 34 24 13 34 24 all Frame wall 2 X 4 FO w 2.65 185 288 604 421 90 159 111 laz JELDWEN CASEME w 9.89 9.08 6 59 54 6 59 54 laz JELDWEN CASEME w 0.00 000 0 0 0 0 0 0 laz JELDWEN CASEME w 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME w 9.89 9.08 30 297 272 0 0 0 11N0 w 10.18 10.87 24 244 261 24 244 261 Wall Frame wall 2 X 4 FO nw 2.65 1.85 13 34 24 13 34 24 Cell ENCAPSULATED AT 0.64 0.53 743 475 397 23 15 12 Flor 20P-13w 1.98 0.99 1383 2737 1368 119 235 118 Infiltration Heating Load (Bluh) 0.44 2865 471 Effect WAR WAR 12 I Sensible Load (Bluh) I ACH 1.00 I I 777 I I 0.16 I I 128 I I0.19 Latent Load (Btuh) 1033 Internal a Occupants at 230 and 20D Btuh 2 460 400 0 0 0 b Scenario number 2100 0 13 c Default Adjustments d Custom Appliances 2000 0 0 0 e Plants 0 0 114 I Subtotals I Sum lines 6 through 12 I I 12400 I 12334 I 1433 I I 1767 I 1157 I I r LF d ESGF 0.185 0117 2298 1438 328 135 15 I Loads ELG 958 83 18 Ventilation Loads Vent Cim 60 1 E Cf. 60 1917 1186 1576 117 I Winter Humidification Load Gal/Day I 0 I D I I I I I I I 18 Piping Load 0 19 Blower Heat 0 20 AED Excursion d Latent Moisture Migration Load 11 40 21 Total Load Sum lines 13 through 19 18816 14958 3968 2095 1292 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. 1}I- w_r1j'tv*='0 rc• 2018-Oct-30 11.04:23 Right-SulteO Universal 2018 18.0.31 RSU08373 Page 1 cumentslV rightsoft HVACt213 S LAUREL AVENUE.rup Calc = MA Front Door faces: W Right-J80 Form A Job: SANFORD HERITAGE t .1 2 T HP PKG UNIT Date: Oct 24, 2018 By: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone. 407 314-8495 Fax. 407 322-5788 Email. SPEEDYCALCS®YAHOOO.COM Web- WWW.SPEEDYCALCS.COM 1 Name of Room 23 15 2 Running Feet of Exposed Wall 23.0 it 15.0 ft 3 Ceiling Ht (FI) and Gross Wall Area (SgF() 9.0 ft 3580 IV 9.0 It 2490 11' 4 Room Dimensions (FI) and Floor Plan Area (SgFI) 11.0 x 12.0 it 132.0 it' 11 0 x 4.0 fl 44.0 fit 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFI) 0 ' 132.0 111 0 44.0 11' Type of Const., Panel I HTM I Area or I Btuh I Area or I Btuh Exposure Number Faces Lenght Lenght Hlg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 8 all Frame wall 2 X 4 FO n 2.65 1.85 0 0 0 0 0 0 laz JELDWEN CASEME n 9.89 9.08 0 0 0 0 0 0 laz JELDWEN CASEME n 9.89 9.08 0 0 0 0 0 0 laz JELDWEN CASEME n 9.89 9.08 0 0 0 0 0 0 11 laz JELDWEN CASEME n 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME n 9.89 9.08 0 0 0 0 0 0 all Frame wall 2 X 4 FO a 2.65 1.85 0 0 0 99 207 144 laz JELDWEN CASEME a 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME e 989 24.35 0 0 0 0 0 0 laz JELDWEN CASEME a 9.89 24.35 0 0 0 0 0 0 laz JELDWEN CASEME a 0.00 0.00 0 0 0 0 0 0 oor 11N0 a 10.18 10.87 0 0 0 21 214 228 II Frame wall 2 X 4 FO s 2.65 1.85 108 246 172 36 95 67 laz JELDWEN CASEME s 9.89 9.06 0 0 0 0 0 0 laz JELDWEN CASEME s 9.89 9.08 0 0 0 0 0 0 laz JELDWEN CASEME s 969 9.08 0 0 0 0 0 0 laz JELDWEN CASEME s 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME s 989 1039 15 148 156 0 0 0 laz JELDWEN CASEME s 9.89 6.44 0 0 0 0 0 0 Wall Frame wall 2 X 4 FO sw 2.65 1.85 0 0 0 0 0 0 Frame wall 2 X 4 FO w 2.65 1.85 99 222 155 0 0 0 JELDWEN CASEME w 9.69 9.08 0 0 0 0 0 0lia. JELDWEN CASEME w 0.00 0.00 0 0 0 0 0 0 JELDWEN CASEME w 0.00 0.00 0 0 0 0 0 0 JELOWEN CASEME w 9.89 9,08 15 148 136 0 0 0 r 11N0 w 10.18 10.87 0 0 0 0 0 0 Wall Frame wall 2 X 4 FO nw 265 165 0 0 0 0 0 0 Cell ENCAPSULATED AT 0.64 053 0 0 0 0 0 0 Flor 20P-13w 1.98 0.99 132 261 131 44 87 44 Infiltration Heating Load (Btuh) 0.44 351 229 Effect WAR WAR 12 I Sensible Load (Btuh) I ACH 0.12 I I 95 I I 0.08 62 0.19 Latent Load (Btuh) Internal a Occupants at 230 and 200 Bluh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 500 0 0 0 e Plants 0 0 114 I Subtotals I Sum Imes 6 through 12 I I 1407 I 1509 I I I 861 I 533 I I Duct I ELF 8 ESGF 1 0.1851 0.1171 1 261 1 176 1 160 62 15 I Loads ELG 92 31 Ventilation Loads Vent Cfm 60 E Cfm 60LE 117 Winter Humidification Load Gal/Day I 0 I I I I I r 18 Piping Load 19 Blower Heat 20 AED Excursion b Latent Moisture Migration Load 150 26 21 Total Load Sum lines 13 through 19 1668 1685 1021 595 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. s, -16- w_rlytilt=43."- 2018-Oct-30 11:04:23 t Right-SuileO Universal 2018 18.0.31 RSU08373 Page 2 amenlSlWtighisofl HVAC1213 S LAUREL AVENUE.rup Calc = MJ8 Front Door laces: W Right -A@ Form J1 Job: SANFORD HERITAGE Li 2 T HP PKG UNIT Date: Oct 24, 2018 SPEEDY CALC'S LLC R RENOTRICIVATIONTION S Plan: RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone, 407 314-8495 Fax, 407 322-5788 Email, SPEEDYCALCSQYAHOOO.COM Web: WWW.SPEEDYCALCS.COM 1 Name of Room 3 LIVING ROOM 2 Running Feet of Exposed Wall 3.0 it 27.0 ft 3 Ceiling HI (FI) and Gross Wall Area (SgFt) 9.0 it 241.9 it' 9.0 it 469 8 it' 4 Room Dimensions (Ft) and Floor Plan Area (SgFI) 1.0 x 48.0 it 48.0 it' 1.0 x 320.0 it 3200 It' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFI) 0 48.0 it' 0 320.0 it' Type of Consl., Panel I HTM I Area or I Btuh I Area or I Btuh Exposure Number Faces Lenght Lenght Htg Clg. Heating S•Clg L•Clg Healing S-Clg L-Clg B V lall Frame wall 2 X 4 FO n 2.65 1.85 0 0 0 144 302 211 Iaz JELDWEN CASEME n 9.89 9.08 0 0 0 0 0 0 Iaz JELDWEN CASEME n 9.89 9.08 0 0 0 0 0 0 Iaz JELDWEN CASEME n 9.89 9.08 0 0 0 0 0 0 11 Iaz JELDWEN CASEME n 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME n 9.89 9.08 0 0 0 30 297 272 all Frame wall 2 X 4 FO e 265 185 27 71 50 0 0 0 laz JELDWEN CASEME e 000 0.00 0 0 0 0 0 0 Iaz JELDWEN CASEME a 9.89 24.35 0 0 0 0 0 0 Iaz JELDWEN CASEME e 989 2435 0 0 0 0 0 0 laz JELDWEN CASEME a 0.00 0.00 0 0 0 0 0 0 oor 11NO a 10,18 10.87 0 0 0 0 0 0 all Framewall 2 X 4 FO s 2.65 1.85 0 0 0 0 0 0 laz JELDWEN CASEME s 9.89 9.08 0 0 0 0 0 0 Iaz JELDWEN CASEME s 989 9.08 0 0 0 0 0 0 laz JELDWEN CASEME s 9.89 9.08 0 0 0 0 0 0 laz JELDWEN CASEME s 0.00 0.00 0 0 0 0 0 0 az JELDWEN CASEME s 9.89 10.39 0 0 0 0 0 0 laz JELDWEN CASEME s 9.89 6.44 0 0 0 0 0 0 Wall Framewall 2 X 4 FO sw 2.65 1.85 0 0 0 0 0 0 all Frame wall 2 X 4 FO w 2.65 1.85 0 0 0 99 222 155 Iaz JELDWEN CASEME w 9.89 9.08 0 0 0 0 0 0 Iaz JELDWEN CASEME w 0.00 0.00 0 0 0 0 0 0 Iaz JELDWEN CASEME w 0.00 0.00 0 0 0 0 0 0 Iaz JELDWEN CASEME w 9.89 9.08 0 0 0 15 148 138 oor 11N0 w 10.18 10.87 0 0 0 0 0 0 Wall Frame wall 2 X 4 FO nw 2.65 1.85 0 0 0 0 0 0 Cal ENCAPSULATED AT 0.64 0.53 0 0 0 0 0 0 Flor 2012-13w 1.98 0.99 48 95 47 320 633 317 Infiltration Heating Load (Btuh) 0.44 46 412 Effect WAR WAR 12 I Sensible Load (Btuh) I ACH 0.02 I 12 I I 0.14 I I 112 I I 0.19 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenano number 0 900 13 c Default Adjustments d Custom Appliances 0 0 600 0 e Plants 0 0 14 I Subtotals I Sum lines 6 through 12 I I 0 I 0 I I I 2132 I 2864 I I Duct d ESGF 0.185 0.117 0 0 395 334 15 I Loads E`GF 33 222 18 Ventilation Loads Vent Cirri 60 1 E Cfm 60 17 I Writer Humidification Load Gal/Day I 0 I I I I I I I I I 18 Piping Load 19 Blower Heal 20 AED Excursion 6 Latent Moisture Migration Load 5 104 21 Total Load Sum lines 13 through 19 0 0 2528 3198 Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed. w_rlytstacot[- 2018-Oct-30 11.04:23 Right-Suite®Universal 2018 18.0.31 RSU08373 Page 3 cements%Wdghtsoft HVACV13 S LAUREL AVENUE.rup Calc = MJ8 Front Door faces: W Right-J80 Form A Job: SANFORD HERITAGE rl 2 T HP PKG UNIT Data: Oct 24, 2018 SPEEDY CALC'S LLC Plan: RENOTRICIVATION TION S Plan: RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone. 407 314-8495 Fax: 407 322-5788 Email. SPEEDYCALCSQYAH000 COM Web* WWW SPEEDYCALCS.COM 1 Name of Room 30 M BATH 2 Running Feet of Exposed Wall 30.0 It 110 It 3 Ceiling Ht (Ft) and Gross Wall Area (SgFI) 9.0 It 504 0 It' 9.0 it 332.4 It' 4 Room Dimensions (Ft) and Floor Plan Area (SgFI) 20.0 x 15.0 It 3000 It' 1 0 x 84.011 84.0 f t' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFq 0 3000 It' 0 84.0 IN Type of Const., Panel I HTM I Area or I Bluh I Area or I Bluh Exposure Number Faces Lenght Lenght Htg Clg. Healing S-Clg L-Clg Heating I S-Clg I L-Clg 8 II Frame wall 2 X 4 FO n 2.65 1.85 135 334 233 99 246 172 laz JELDWEN CASEME n 9.89 9.08 0 0 0 6 59 54 laz JELDWEN CASEME n 9.89 9.08 0 0 0 0 0 0 laz JELDWEN CASEME n 9.89 9.08 9 89 82 0 0 0 11 laz JELDWEN CASEME n 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME n 9.89 9.08 0 0 0 0 0 0 all Frame wall 2 X 4 FO a 2.65 1.85 0 0 0 0 0 0 laz JELDWEN CASEME a 0.00 0.00 0 0 0 0 0 0 I- JELDWEN CASEME a 9.69 24.35 0 0 0 0 0 0 laz JELDWEN CASEME a 9.89 24.35 0 0 0 0 0 0 laz JELDWEN CASEME e 000 0.00 0 0 0 0 0 0 oor 11N0 a 10.18 10.87 0 0 0 0 0 0 II Frame wall 2 X 4 FO s 2.65 1.85 135 218 152 0 0 0 laz JELDWEN CASEME s 9.89 9.08 12 119 109 0 0 0 laz JELDWEN CASEME s 9.89 908 0 0 0 0 0 0 laz JELDWEN CASEME 6 9.89 9.08 0 0 0 0 0 0 az JELDWEN CASEME IS 0.00 0.00 0 0 0 0 0 0 az JELDWEN CASEME S 9.89 10.39 0 0 0 0 0 0 laz JELDWEN CASEME s 9.89 6.44 41 404 263 0 0 0 Wall Frame wall 2 X 4 FO sw 2.65 1.85 0 0 0 0 0 0 11 Frame wall 2 X 4 FO w 2.65 1.85 0 0 0 0 0 0 laz JELDWEN CASEME w 9.89 9.08 0 0 0 0 0 0 laz JELDWEN CASEME w 0.00 000 0 0 0 0 0 0 fez JELDWEN CASEME w 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME w 9.89 9.08 0 0 0 0 0 0 11N0 w 10.18 10.87 0 0 0 0 0 0 Wall Frame wall 2 X 4 FO nw 265 1.85 0 0 0 0 0 0 Cell ENCAPSULATED AT 0.64 0.53 30D 192 160 84 54 45 Flor 20P-13w 1.98 0.99 300 594 297 84 166 83 InfilUation Heating Load (Stuh) 0.44 4% 168 Effect WAR WAR 12 I Sensible Load (Stuh) I ACH 0.16 I I 124 I I 0,06 I I 46 I I0.19 Latent Load (Btuh) Internal a Occupants at 230 and 20D Stuh 0 0 0 0 0 0 b Scenario number 1200 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 I Subtotals I Sum lines 6 through 12 I I 2559 I 2587 I I I 705 I 387 LF & ESGF 0.185 0.117 474 302 131 45 15 I LDuct s E LG 209 58 18 Ventilation Loads Vent Ctm 60 E Clm 60 17 I Winter Humidification Load Gal/Day I 0 18 j Piping Load 19 Blower Heat 20 AED Excursion 6 Latent Moisture Migration Load 124 19 21 Total Load Sum lines 13 through 19 3033 2889 836 433 Calculations aaaroved by ACCA to meet all requirements of Manual J 8th Ed. w_rlgtitx_otc- 2018-Oct-3011.04:23 Right -Suite® Universal 2018 18.0.31 RSU08373 Page cumenlslWrightsoll HVAC1213 S LAUREL AVENUE.rup Cale - MJ8 Front Door laces: W Right -A@ Form J1 2 T HP PKG UNITf, SPEEDY CALC'S LLC Job: SANFORD HERITAGE Date: Oct 24, 2018 By: TRICIA HIGGINS Plan: RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email, SPEEDYCALCSQYAHOOO.COM Web, VWWV.SPEEDYCALCS.COM 1 Name of Room WIC. LAUNDRY 2 Running Feet of Exposed Wall 16.0 It 0 0 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 9.0 it 267.0 fI' 9.0 It 185.0 fI' 4 Room Dimensions (FI) and Floor Plan Area (SgFI) 6.0 x 10.0 It 60.0 fI' 7.0 x6.0 It 420 it' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFI) 0 60.0 it, 0 42.0 1t' Typeof Const . Panel I HTM I Area or I Bluh I Area or I Btuh Exposure Number Faces Lenght Lenght Hlg. Clg. Healing S-Clg L-Clg Heating S-Clg L•Clg 6 n Framewall 2 X 4 FO n 2.65 1.85 90 238 166 0 0 0 lax JELDWEN CASEME n 989 9.08 0 0 0 0 0 0 lax JELDWEN CASEME n 9.89 9.08 0 0 0 0 0 0 lax JELDWEN CASEME n 9.89 9.08 0 0 0 0 0 0 11 Iaz JELDWEN CASEME n 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME n 9.89 9.08 0 0 0 0 0 0 11 Frame wall 2 X 4 FO a 2.65 1.85 54 143 100 0 0 0 Iaz JELDWEN CASEME a 0.00 000 0 0 0 0 0 0 Iaz JELDWEN CASEME e 989 24.35 0 0 0 0 0 0 Iaz JELDWEN CASEME a 9.89 2435 0 0 0 0 0 0 laz JELDWEN CASEME a 0.00 0.00 0 0 0 0 0 0 oor 11NO a 10.18 10 87 0 0 0 0 0 0 aIt Frame wall 2 X 4 FO s 2.65 1.85 0 0 0 0 0 0 Iaz JELDWEN CASEME s 9.89 9.08 0 0 0 0 0 0 Iaz JELDWEN CASEME s 9.89 9.08 0 0 0 0 0 0 laz JELDWEN CASEME s 9.89 9.08 0 0 0 0 0 0 laz JELDWEN CASEME s 0.00 000 0 0 0 0 0 0 laz JELDWEN CASEME s 9.89 10.39 0 0 0 0 0 0 laz JELDWEN CASEME s 9.89 6.44 0 0 0 0 0 0 Wall Framewall 2 X 4 FO sw 2.65 1.85 0 0 0 0 0 0 all Frame wall 2 X 4 FO w 2.65 1.85 0 0 0 0 0 0 Iaz JELDWEN CASEME w 9.69 9.08 0 0 0 0 0 0 Iaz JELDWEN CASEME w 0.00 0.00 0 0 0 0 0 0 Iaz JELDWEN CASEME w 0.00 0.00 0 0 0 0 0 0 Iaz JELDWEN CASEME w 9.89 9.08 0 0 0 0 0 0 oor 11N0 w 10.18 10.87 0 0 0 0 0 0 Wall Frame wall 2 X 4 FO nw 2.65 1.85 0 0 0 0 0 0 Ceil ENCAPSULATED AT 6.64 0.53 60 38 32 42 27 22 Flor 20P•13w 1.98 0.99 60 119 59 42 83 42 Infiltration Heating Load (Bluh) 0.44 2" 0 Effe WAR WAR 12 I Sensible Load (Btuh) I ACE 0.09 I I 66 I 0 I I 0 I I 0.19 T Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 400 0 e Plants 0 0 114 I Subtotals I Sum lines 6 through 12 I I 783 I 404 I I I 284 I 553 I I Duct EHLF 8 ESGF 0.185 0.117 145 47 53 64 15 Loads ELG I 1 42 1 1 1 1 29 Ventilation Loads Vent Cfm 60 1 E C1m 60a 117 I Winter Humidification Load GalfDay I 0 I I I I I I I I I 18 Piping Load 19 Blower Heat 20 AED Excursion 6 Latent Moisture Migration Load 20 22 21 Total Load Sum lines 13 through 19 928 451 337 617 Calculations aDDroved by ACCA to meet all requirements of Manual J Sth Ed. 40- w_rlptiw=_09[- 2018-00-3011.04:23 Right -Suite® Universal 2018 18.0.31 RSU08373 Page cuments%Wrightsoft HVACI213 S LAUREL AVENUE.rup Calc = MJ8 Front Door faces W Right -A@ Form J 1 Job: SANFORD HERITAGE Lff 2 T HP PKG UNIT Date: Oct 24, 2018 O" Plan: RENOVATIION IA ADDITIONSPEEDYCALCSLLC 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 31"495 Fax. 407 322-5788 Email, SPEEDYCALCS®YAHOOO.COM Web. V4M.SPEEDYCALCS.COM 1 Name of Room H MASTER BEDROOM 2 Running Feet of Exposed Wall 6.0 ft 29.0 0 3 Ceiling HI (Ft) and Gross Wall Area (SgFQ 90 ft 110.0 fit 8.0 It 408.0 fit 4 Room Dimensions (Ft) and Floor Plan Area (SgFI) 4.0 x 60 it 24.0 fit 1.0x 201 0 It 201.0 fit 5 Ceiling Slope (Deg) and Gross Ceiling Area (SgFI) 0 24.0 fit 0 201.0 it' Type of Const , Panel I HTM I Area or I Btuh I Area or I Btuh Exposure Number Faces Lenght Lenght Hlg Clg. Healing S-Clg L•Clg Heating S-Clg L•Clg 8 II Framewall 2 X 4 FO n 265 185 0 0 0 0 0 0 laz JELDWEN CASEME n 989 9.08 0 0 0 0 0 0 laz JELDWEN CASEME n gag 9.08 0 0 0 0 0 0 laz JELDWEN CASEME n 9.89 9.08 0 0 0 0 0 0 11 Glaz JELDWEN CASEME n 0.00 000 0 0 0 0 0 0 laz JELDWEN CASEME n 9.89 9.08 0 0 0 0 0 0 all Frame wall 2 X 4 FO a 2.65 185 0 0 0 112 249 174 I- JELDWEN CASEME e 0 00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME a 9.89 24.35 0 0 0 9 89 219 I- JELDWEN CASEME e 989 24.35 0 0 0 9 89 219 Iaz JELDWEN CASEME a 0.00 000 0 0 0 0 0 0 oor all 11N0 Frame wall 2 X 4 FO a s 10.18 2.65 10.87 1.85 0 54 0 103 0 72 0 120 0 278 0 194 laz JELDWEN CASEME s 9.89 9.08 0 0 0 0 0 0 laz JELDWEN CASEME s 989 9.08 0 0 0 0 0 0 laz JELDWEN CASEME s 9.89 9.08 15 148 136 15 148 136 laz JELDWEN CASEME s 0.00 0.00 0 0 0 0 0 0 az JELDWEN CASEME 9 9.89 10.39 0 0 0 0 0 0 az JELDWEN CASEME s 9.89 6.44 0 0 0 0 0 0 Wall all Framewall 2 X 4 FO Frame wall 2 X 4 FO sw w 2.65 2.65 1.85 1.85 0 0 0 0 0 0 0 0 0 0 0 0 laz JELDWEN CASEME w 9.89 9.08 0 0 0 0 0 0 laz JELDWEN CASEME w 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME w 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME w 989 9.08 0 0 0 0 0 0 11N0 w 10.18 10.87 0 0 0 0 0 0 Wall Frame wall 2 X 4 FO nw 265 1.85 0 0 0 0 0 0 Cell ENCAPSULATED AT 0.64 0.53 24 15 13 201 129 107 Flor 20P-13w 1.98 0.99 24 47 24 201 398 199 Infiltration Heating Load (Bluh) 0.44 92 394 Effect WAR WAR 12 I Sensible Load (Btuh) I ACH 003 I I 25 I I 0.14 I I 107 0.19 Latent Load (Bluh) Internal a Occupants at 230 and 200 Btuh 0 0 0 2 460 400 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 500 0 e Plants 0 0 14 I Sublotals I Sum lines 6 through 12 I 0 I 0 I I I 19D1 I 2340 Duct EHLF d ESGF 0.185 0.117 0 0 352 273 15 Loads ELG 17 140 16 Ventilation Loads Vent Cfm 60 I E Cfm 60 17 I Winter Humidification Load Gal/Day I 0 I I I I 1 18 Piping Load 19 1131ower Heat 20 AED Excursion 6 Latent Moisture Migration Load 12 55 21 1 Total Load Sum lines 13 through 19 0 0 2254 2613 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. I- w_rlg#'t=C 'r- 2018-Oct-3011.04.23 ACGI+ Right -Suite® Universal 2018 18.0.31 RSU08373 Page cuments%Wdghtsoft HVACV13 S LAUREL AVENUE.rup Calc = MJ8 Front Door laces: W Right -A@ Form J1 2 T HP PKG UNIT SPEEDY CALC'S LLC Job: SANFORD HERITAGE Date: Oct 24, 2018 By: TRICIA HIGGINS Plan: RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone, 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCSOYAHOOO.COM Web. WWW.SPEEDYCALCS.COM 1 Name of Room L 2 Running Feet of Exposed Wall 0 It 3 Ceiling HI (FI) and Gross Wall Area (SgFI) 9.0 it 94.4 It' 4 Room Dimensions (FI) and Floor Plan Area (SgFt) 3.0 x 3.0 it 9.0 f t' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFQ 0 90 fN Type of Const . Panel I HTM I Area or I Bluh I Area or I Btuh Exposure Number Faces Lenght Lenght Htg. Clg Heating S-Clg L•Clg Healing S-Clg L-Clg 6 ll Frame wall 2 X 4 FO n 2.65 1.85 0 0 0 laz JELDWEN CASEME n 9.89 9.08 0 0 0 laz JELDWEN CASEME n 9.89 9.08 0 0 0 laz JELDWEN CASEME n 9.89 9.08 0 0 0 11 laz JELDWEN CASEME n 0.00 000 0 0 0 laz JELDWEN CASEME n 9.89 9.08 0 0 0 all Frame wall 2 X 4 FO e 265 1.85 0 0 0 I- JELDWEN CASEME e 000 0.00 0 0 0 I- JELDWEN CASEME e 989 24.35 0 0 0 I- JELDWEN CASEME a 9.89 2435 0 0 0 laz JELDWEN CASEME a 0.00 0.00 0 0 0 or 11N0 a 10.18 1087 0 0 0 all Frame wall 2 X 4 FO s 265 1.85 0 0 0 laz JELDWEN CASEME s 9.89 9.08 0 0 0 laz JELDWEN CASEME s 9.89 9.08 0 0 0 laz JELDWEN CASEME s 9.89 908 0 0 0 laz JELDWEN CASEME s 0.00 0.00 0 0 0 laz JELDWEN CASEME s 9.89 10.39 0 0 0 laz JELDWEN CASEME s 9.89 6.44 0 0 0 Wall Frame wall 2 X 4 FO sw 265 1.85 0 0 0 Framewall 2 X 4 FO w 2.65 1.85 0 0 0 JELDWEN CASEME w 9.89 9.08 0 0 0FilaJELDWENCASEMEw0.00 0.00 0 0 0 JELDWEN CASEME w 0.00 0.00 0 0 0 JELDWEN CASEME w 9.89 9.08 0 0 0 11N0 w 10.18 10.87 0 0 0 Wall Frame wall 2 X 4 FO nw 2.65 1.85 0 0 0 Cell ENCAPSULATED AT 0.04 0.53 9 6 5 Flor 20P-13w 1.98 0.99 9 18 9 Infiltration Heating Load (Bluh) 0.44 0 Effect WAR 12 I Sensible Load (Btuh) I ACH 0 I I 0 I I I I I I0.19 r Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 b Scenano number 0 13 c Default Adjustments d Custom Appliances 0 0 e Plants 0 14 I Sublotals I Sum lines 6 through 12 I I 0 I 0 I I I I I I Duct LF b ESGF 0.185 0.117 0 0 15 I Loads ELG 3 16 Ventilation Loads Vent Cfm 60 E Cfm 60 117 I Winter Humidification Load Gal/Day I 0 I I I I I I I I I 18 Piping Load 19 Blower Heat 20 AED Excursion 6 Latent Moisture Migration Load 1 21 Total Load Sum lines 13 through 19 0 0 Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed. 2018-00-3011:04:23 Right -Suite® Universal 2018 18.0.31 RSU08373 Page 7 cumenls\Wrightsoff HVAC\213 S LAUREL AVENUE.rup Calc = MJ8 Front Door faces: W Right-JM Form J1 Job: SANFORD HERITAGE 6 SECOND FLOOR Date: Oct 24, 2018 By: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax, 407 322-5788 Email. SPEEDYCALCSQYAHOOO COM Web: WWW.SPEEDYCALCS.COM 1 Name of Room SECOND FLOOR BATHROOM 2 Running Feet of Exposed Wall 116.0 it 28.0 it 3 Ceiling HI (Ft) and Gross Wall Area (SgFQ 8.1 it 2004.5 fit 8.0 ft 299.0 fit 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 6400 fit 12.0 x 8.0 It 960 fit 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFI) 0 640.0 fit 0 96.0 it, Type of Consl . Panel I HTM I Area or I Btuh I Area or I Bluh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L•Clg 6 all Framewall 2 X 4 FO n 2.65 1.85 192 453 316 64 154 107 az JELDWEN CASEME n 9.89 9.08 6 59 54 6 59 54 laz JELDWEN CASEME n 0.00 0.00 0 0 0 0 0 0 az JELDWEN CASEME n 0.00 0.00 0 0 0 0 0 0 11 laz JELDWEN CASEME n 9.89 9.08 15 148 136 0 0 0 laz JELDWEN CASEME n 0.00 0.00 0 0 0 0 0 0 Frame wall 2 X 4 FO a 2.65 1.85 272 625 436 0 0 0 azJELDWEN CASEME a 9.89 24.35 6 59 146 0 0 0 aJELDWEN CASEME a 0.00 0.00 0 0 0 0 0 0 azJELDWENall, CASEME a 0.00 0.00 0 0 0 0 0 0 zJELDWEN CASEME a 9.89 24.35 30 297 730 0 0 0 or IINOe 000 0.00 0 0 0 0 0 0 11 Frame wall 2 X 4 FO s 2.65 165 192 453 316 64 154 107 laz JELDWEN CASEME 9.89 9.06 6 59 54 6 59 54 laz JELDWEN CASEME s 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME s 0.00 000 0 0 0 0 0 0 laz JELDWEN CASEME s 9.89 10.39 15 148 156 0 0 0 laz JELDWEN CASEME s 0.00 0 00 0 0 0 0 0 0 laz JELDWEN CASEME s 0.00 000 0 0 0 0 0 0 Wall Frame wall 2 X 4 FO sw 0.00 000 0 0 0 0 0 0 all Frame wall 2 X 4 FO w 2.65 185 272 W1 419 96 214 150 I- JELDWEN CASEME w 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME w 9.89 24.35 30 297 730 0 0 0 I_ JELDWEN CASEME w 9.89 24.35 15 148 365 15 148 365 laz JELDWEN CASEME IN 0.00 0.00 0 0 0 0 0 0 oor 11NO w 0.00 0.W 0 0 0 0 0 0 Wall Frame wall 2 X 4 FO nw 000 0.00 0 0 0 0 0 0 Cell ENCAPSULATED AT 0.64 0.53 640 409 342 96 61 51 Flor 20P-13w 0.00 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.57 1575 360 Effect WAR WAR 12 I Sensible Load (Btuh) I ACH 100 I I 427 I I 0.24 I I 103 0. 25 Latent Load (Btuh) 568 Internal a Occupants at 230 and 200 Btuh 2 460 400 0 0 0 b Scenano number 0 0 13 c Default Adjustments d Custom Appliances 600 1200 0 0 e Plants 0 0 14 I Subtotals I Sum lines 6 through 12 1 I 5333 I 5669 1 2168 I 0 I 0 Dud EHLF & ESGF 0.061 0.079 326 449 0 0 15 Loads ELG 105 18 16 Ventilation Loads Vent Cfm 0 E Cfm 0 0 0 0 17 I Winter Humidification Load Gal/Day I 0 I I 0 I I I I 16 Piping Load 0 19 Blower Heat 0 20 AED Excursion & Latent Moisture Migration Load 0 131 21 Total Load Sum lines 13 through 19 5858 6137 2273 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlpF_ sts_ot_c- 2018-Oct-3011.04:23 Aftk Right -Suite® Universal 2018 18.0.31 RSU08373 Page cuments% Wrighlsoft HVAC1213 S LAUREL AVENUE.rup Calc - MJ8 Front Door faces: W Right -A@ Form J 1 Job: SANFORD HERITAGE ff SECOND FLOOR Date: Oct 24, 2018 By: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCSCYAHOOO.COM Web: WWW.SPEEDYCALCS.COM 1 Name of Room BEDROOM 1 WIC1 2 Running Feet of Exposed Wall 420 It 0 H 3 Ceding Ht (Ft) and Gross Wall Area (SgFQ 8.0 If 518.0 It, 9.0 it 141.0 It' 4 Room Dimensions (Ft) and Floor Plan Area (SgFQ 1.0 x 216.0 It 216.0 ft' 4.0 x 5.0 ft 20.0 11' 5 Ceiling Slope (Deg) and Gross Ceiling Area (SgFQ 0 216.0 1t' 0 20.0 11' Type of Const., Panel I HTM I Area or I Btuh I Area or I Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L•Clg Heating S-Clg L-Clg 6Baz Frame wall 2 X 4 FO n 2.65 1.85 128 299 209 0 0 0 JELDWEN CASEME n9.89 9.0800 0 0 0 0 azJELDWEN CASEME n 0.00 0.00 0 0 0 0 0 0 JELDWEN CASEME n 0.00 0.00 0 0 0 0 0 0 1azJELDWEN CASEME n 9.89 9.08 15 148 136 0 0 0 az JELDWEN CASEME n 0.00 0.00 0 0 0 0 0 0 Wall Frame wall 2 X 4 FO e 2 65 1 85 120 278 194 0 0 0 laz JELDWEN CASEME a 9.89 24.35 0 0 0 0 0 0 z JELDWEN CASEME a 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME e 000 0 00 0 0 0 0 0 0DllazJELDWENCASEMEa9.89 2435 15 148 365 0 0 0 oor 11 NO a 0.00 0.00 0 0 0 0 0 0 all Frame wall 2 X 4 FO s 2.65 1.85 0 0 0 0 0 0 laz JELDWEN CASEME s 9.89 9.08 0 0 0 0 0 0 laz JELDWEN CASEME s 0.00 0,00 0 0 0 0 0 0 laz JELDWEN CASEME s 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME s 9.89 10.39 0 0 0 0 0 0 laz JELDWEN CASEME s 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME s 0.00 0.00 0 0 0 0 0 0 Wall Frame wall 2 X 4 FO sw 0 00 0.00 0 0 0 0 0 0 II Framewall 2 X 4 FO w 2.65 1.85 68 193 135 0 0 0 laz JELDWEN CASEME w 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME w 9.89 24.35 15 148 385 0 0 0 laz JELDWEN CASEME w 909 24.35 0 0 0 0 0 0 laz JELDWEN CASEME w 000 0.00 0 0 0 0 0 0 11NO w 0.00 0.00 0 0 0 0 0 0 Wall Frame wall 2 X 4 FO nw 0 00 0.00 0 0 0 0 0 0 Ceil ENCAPSULATED AT 0.64 0.53 216 138 115 20 13 11 Flor 20P-13w 0.00 0.00 0 0 0 0 0 0 Infiltration Healing Load (Btuh) 0.57 570 0 Effect WAR WAR 12 I Sensible Load (Stuh) I ACH 0.36 I I 155 I I 0 I I 0 025 Latent Load (Btuh) Internal a Occupants at 230 and 200 Stuh 1 230 200 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 I Subtotals Sum lines 6 through 12 I I 5333 I %89 I 0 I 0 LF 8 ESGF 00611 0.0791 1 328 1 449 1 0 0 15 I Loads ELG 35 3 4ventilation Loads Vent C1m 0 E Cfm 0 L Winter Humidification Load Gal/Day I 0 I I 18 Piping Load 19 Blower Heat 20 AED Excursion d Latent Moisture Migration Load 73 0 21 Total Load Sum lines 13through 19 5658 6137 0 0 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. wr1p1,r=.M *- 2018-Od-30 11:04 23 Right -Suite® Universal 2018 18.0.31 RSU08373 Page cuments;;ghtsofl HVAC1213 S LAUREL AVENUE.rup Calc = MJ8 Front Door faces W Right-J80 Form J1 SECOND FLOOR SPEEDY CALC'S LLC Job: SANFORD HERITAGE Date: Oct 24, 2018 By: TRICIA HIGGINS Plan: RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCSCYAHOOO COM Web: WWW.SPEEDYCALCS.COM 1 Name of Room ST D BEDROOM 2 2 Running Feet o1 Exposed Wall 8.0 it 38.0 it 3 Ceiling Ht (Ft) and Gross Wall Area (SgFQ 8.0 it 294.9 It' 8.0 it 390.0 1t' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 72.0 it 72.0 it' 11.0 x 16.0 it 176.0 it' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 72.0 it' 0 176.0 It' Type of Const.. Panel I HTM I Area or I Bluh I Area or I Stuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S•Clg L-CIg 6 fall Frame wall 2 X 4 FO n 2.65 1.85 0 0 0 0 0 0 laz JELDWEN CASEME n 9.89 9,08 0 0 0 0 0 0 laz JELDWEN CASEME n 0.00 0.00 0 0 0 0 0 0 Iaz JELDWEN CASEME n 000 0.00 0 0 0 0 0 0 11 Glaz JELDWEN CASEME n 9.89 9.08 0 0 0 0 0 0 Iaz JELDWEN CASEME n 0.00 0.00 0 0 0 0 0 0 all Frame wall 2 X 4 FO a 2.65 1.85 64 154 107 88 193 135 Iaz JELDWEN CASEME e 989 2435 6 59 146 0 0 0 Iaz JELDWEN CASEME a 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME a 0.00 0.00 0 0 0 0 0 0 Iaz JELDWEN CASEME a 9.89 2435 0 0 0 15 148 365 oor 11NO a 0.00 0.00 0 0 0 0 0 0 all Frame wall 2 X 4 FO s 2.65 1.85 0 0 0 128 299 209 Iaz JELDWEN CASEME s 9.89 9.08 0 0 0 0 0 0 Iaz JELDWEN CASEME s 000 000 0 0 0 0 0 0 Iaz JELDWEN CASEME s 0.00 0.00 0 0 0 0 0 0 Iaz JELDWEN CASEME s 9.89 10.39 0 0 0 15 148 156 Iaz JELDWEN CASEME s 0.00 0.00 0 0 0 0 0 0 Iaz JELDWEN CASEME s 0.00 0.00 0 0 0 0 0 0 Wall all Frame wall 2 X 4 FO Frame wall 2 X 4 FO sw w 000 2.65 0 00 1.85 0 0 0 0 0 0 0 Be 0 193 0 135 Iaz JELDWEN CASEME w 0.00 0.00 0 0 0 0 0 0 Iaz JELDWEN CASEME w 9.89 2435 0 0 0 15 148 365 Iaz JELDWEN CASEME w 9.89 24.35 0 0 0 0 0 0 Iaz JELDWEN CASEME w 0.00 0.00 0 0 0 0 0 0 IINOw 0.00 0.00 0 0 0 0 0 0 Wall Frame wall 2 X 4 FO nw 000 0.00 0 0 0 0 0 0 Cell ENCAPSULATED AT 0.64 0.53 72 46 38 176 113 94 Flor 20P-13w 0.00 0.00 0 0 0 0 0 0 Infiltration Heating Load (Btuh) 0.57 109 516 Effect WAR WAR 12 I Sensible Load (Btuh) I ACH 0.07 I I 29 I I 0,33 I I 140 I I 025Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 1 230 200 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 600 1200 0 0 e Plants 0 0 14 I Subtotals I Sum lines 6 through 12 I I 0 I 0 I I I 0 I 0 Dud EHLF d ESGF 0 061 0.079 0 0 0 0 15 Loads ELG 12 29 16 Ventilation Loads Vent Cfm 0 1 E Cfm 1 0 17 I Winter Humidification Load Gal/Day I 0 I I I I I I I I I 18 Piping Load 19 Blower Heat 20 AED Excursion d Latent Moisture Migration Load 14 70 21 Total Load Sum lines 13 through19 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlphtsott- 2018-Ott-30 11:04 23 Right- Suile4DUniversa1201818031 RSU08373 Page10 AMK ... Cements%VNightso/tHVAC213SLAURELAVENVE.rup Cale = We Front Door faces: W Right -A@ Form A Job: SANFORD HERITAGE 6 BSECONDFLOORDate: Oct 24, 2018 O'° SPEEDY CALC'S LLC P( RENO TION S Plan: RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone, 407 314-8495 Fax. 407 322-5788 Email. SPEEDYCALCS@YAHOOO COM Web, VWM SPEEDYCALCS.COM 1 Name of Room WIC2 HALL 2 Running Feet of Exposed Wall 0 it 0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFI) 9.0 It 159.0 fit 80 it 103.9 it' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 4.0 x 6 0 it 240 fit 8 0 x 4.0 it 32.0 fit 5 Ceiling Slope (Deg) and Gross Ceiling Area (SgFI) 0 24.0 it' 0 320 /t' Type o1 Const.. Panel I HTM I Area or I Btuh I Area or I Bluh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg l-CIg Healing S-Clg L-Clg 6 all Frame wall 2 X 4 FO n 2.65 1.85 0 0 0 0 0 0 laz JELDWEN CASEME n 9.89 9.08 0 0 0 0 0 0 laz JELDWEN CASEME n 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME n 0.00 0.00 0 0 0 0 0 0 11 laz JELDWEN CASEME n 9.89 9.08 0 0 0 0 0 0 Iaz JELDWEN CASEME n 0.00 0.00 0 0 0 0 0 0 all Frame wall 2 X 4 FO a 2.65 1.85 0 0 0 0 0 0 laz JELDWEN CASEME a 9.89 24.35 0 0 0 0 0 0 laz JELDWEN CASEME a 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME a 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME a 9.89 24.35 0 0 0 0 0 0 oor IINOa 0.00 0.00 0 0 0 0 0 0 II Frame wall 2 X 4 FO s 2.65 1.85 0 0 0 0 0 0 laz JELDWEN CASEME s 9.89 9.08 0 0 0 0 0 0 laz JELDWEN CASEME s 000 0.00 0 0 0 0 0 0 laz JELDWEN CASEME s 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME 6 9.89 10.39 0 0 0 0 0 0 laz JELDWEN CASEME s 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME s 0.00 0.00 0 0 0 0 0 0 Wall Frame wall 2 X 4 FO sw 0.00 000 0 0 0 0 0 0 all Frame wall 2 X 4 FO w 2.65 1.85 0 0 0 0 0 0 laz JELDWEN CASEME w 0.00 0.00 0 0 0 0 0 0 laz JELDWEN CASEME w 9.89 24.35 0 0 0 0 0 0 laz JELDWEN CASEME w 9.89 24.35 0 0 0 0 0 0 laz JELDWEN CASEME w 0.00 0.00 0 0 0 0 0 0 1/ NO w 0.00 000 0 0 0 0 0 0 Wall Frame wall 2 X 4 FO nw 0.00 000 0 0 0 0 0 0 Ceil ENCAPSULATED AT 0.64 0.53 24 15 13 32 20 17 Flor 20P-13w 0.00 0.00 0 0 0 0 0 0 Infiltration Heating Load (Stuh) 0.57 0 0 Effect WAR WAR 12 I Sensible Load (Bluh) I ACH 0 I I 0 I I 0 I I 0 I I 0.25 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenano number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 I Sublotals I Sum lines 6 through 12 I I 0 I 0 I I I 0 I 0 I I Duct EHLF b ESGF 1 0.0611 0.07911 0 1 0 1 1 1 0 1 0 15 Loads ELG 4 5 4ventilation Loads Vent Cirri 0 1 E Cf. 0 117 I Winter Humidification Load Gal/Day I 0 18 j Piping Load 19 Blower Heat 20 AED Excursion d Latent Moisture Migration Load 0 1 21 Total Load Sum lines 13 through 19 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr1W" e='M"- 2018-Oct-30 11:04.23 w Right-Sulle® Universal 2018 18.0 31 RSU08373 Page 11 cuments\ Wrightsoft HVAC1213 S LAUREL AVENUE.rup Calc = MJ8 Front Door faces: W r Iff Right-J80 Form J 1 SECOND FLOOR SPEEDY CALC'S LLC Job: SANFORD HERITAGE Date: Oct 24, 2018 By: TRICIA HIGGINS Plan: RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax, 407 322-5788 Email: SPEEDYCALCS@YAHOOO.COM Web: WWW.SPEEDYCALCS.COM 1 Name ofRoom LC 2 Running Feet of Exposed Wall 0 0 3 Ceiling HI (FI) and Gross Wall Area (SgFI) 9.0 It 90.0 fI' 4 Room Dimensions (FI) and Floor Plan Area (SgFI) 4 0 x 1.0 fl 4.0 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 4.0 f I' Type of Consl.. Panel I HTM I Area or I Btuh I Area or I Btuh Exposure Number Faces Lenght Lenght Htg. Cig. Heating S-Clg L-Clg Heating S-Clg L-Clg 8 all Frame wall 2 X 4 FO n 2.65 1.85 0 0 0 lax JELDWEN CASEME n 9.89 9.08 0 0 0 laz JELDWEN CASEME n 000 0.00 0 0 0 Iaz JELDWEN CASEME n 0.00 0.00 0 0 0 11 Iaz JELDWEN CASEME n 9.69 9.08 0 0 0 laz JELDWEN CASEME n 0.00 0.00 0 0 0 Frame wall 2 X 4 FO e 2 65 1 85 0 0 0 JELDWEN CASEME a 9.89 24.35 0 0 0 JELDWEN CASEME a 0.00 0.00 0 0 0RE111arJELDWENCASEMEa0.00 0.00 0 0 0 JELDWEN CASEME a 9.89 24,35 0 0 0 IINOa 0.00 0.00 0 0 0 II Frame wall 2 X 4 FO s 2.65 1.85 0 0 0 laz JELDWEN CASEME s 9.89 9.08 0 0 0 laz JELDWEN CASEME 6 0.00 000 0 0 0 laz JELDWEN CASEME s 0.00 0.00 0 0 0 laz JELDWEN CASEME IS 9.89 10.39 0 0 0 az JELDWEN CASEME s 0.00 0.00 0 0 0 Iaz JELDWEN CASEME s 0.00 0.00 0 0 0 Wall Frame wall 2 X 4 FO sw 0.00 0.00 0 0 0 U Frame wall 2 X 4 FO w 2.65 1.85 0 0 0 Iaz JELDWEN CASEME w 0.00 0.00 0 0 0 Iaz JELDWEN CASEME w 9.89 24.35 0 0 0 Iaz JELDWEN CASEME w 9.89 24.35 0 0 0 Iaz oor JELDWEN CASEME 11NO w w 0. 00 0. 00 000 0. 00 0 0 0 0 0 0 Wall Frame wall 2 X 4 FO nw 0.00 000 0 0 0 Ceil ENCAPSULATED AT 0.64 0.53 4 3 2 Flor 20P-13w 0 00 000 0 0 0 Infiltration Heating Load (Bluh) 0.57 0 Effect WAR 12 I Sensible Load (Bluh) I ACH 0 I I 0 I I I I I I 0.25 tom Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 b Scenario number 0 13 c Default Adjustments d Custom Appliances 0 0 e Plants 0 14 I Subtotals I Sum Imes 6 through 12 I I 0 I 0 I I Duct I EHLF & ESGF 0.0611 0.0791 1 0 1 0 15 Loads ELG 1 16 Ventilation Loads Vent Cfm 0 1 E Cfm 0 17 I Winter Humidification Load GaIrDay I 0 I I I I I I I I I 18 j Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load 0 21 Total Load Sum lines 13 through 19 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4'} a- w_rlytnt_oft- 2018-00-3011.04:23 Right - Suite® Universal 2018 18.0 31 RSU08373 Page 12 AM ..cements%Wrightsolt HVAC%213 S LAUREL AVENUE.rup Cale = MJ8 Front Door faces: W A Form - Worksheet A 2 T HP PKG UNIT SPEEDY CALC'S LLC t 1 A4 Job: SANFORD HERITAGE Date: Oct 24, 2018 By: TRICIA HIGGINS Plan: RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone, 407 314-8495 Fax. 407 322-5788 Email: SPEEDYCALCS(BYAHOOO.COM Web. WWW.SPEEDYCALCS COM Supporting Detail Project Name: 213 S LAUREL AVENUE Date: Oct 24, 2018 Address: 213 S LAUREL AVENUE #3, SANFORD, FL 32772 Phone: Job ID: SANFORD HERITAGE Worksheet A Location and Design Conditions Weather Location: Orlando Sanford, FL, US Elevation = 56 1 Latitude = 29 Indoor Conditions, Heating: DB = 70 °F RH = 50 % Indoor Conditions, Cooling: DB = 75 °F RH = 50 % Table 1 Conditions 99% DB = 41 °F 1% DB = 93 °F Grains Difference = 39 gr/lb Daily Range = M Design Temperature Differences HTD = 29 °F I CTD = 18 °F Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" Right-Suile® Universal 2018 18.0.31 RSU08373 cuments\Wrightsofl HVACt213 S LAUREL AVENUE.rup Cale = MJ8 Front Door faces: W 2018-001-30 11:04:28 Page 1 A Form - Worksheet A Job: SANFORD HERITAGE Date: Oct 24, 2018 A SECOND FLOOR By: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322.5788 Email: SPEEDYCALCSCYAH000 COM Web: WWW.SPEEDYCALCS.COM Supporting Detail Project Name: 213 S LAUREL AVENUE Date: Oct 24, 2018 Address: 213 S LAUREL AVENUE #3, SANFORD, FL 32772 Phone: Job ID: SANFORD HERITAGE Worksheet A Location and Design Conditions Weather Location: Orlando Sanford, FL, US Elevation = 56 1 Latitude = 29 Indoor Conditions, Heating: DB = 70 OF RH = 50 % Indoor Conditions, Cooling: DB = 75 OF RH = 50 % Table 1 Conditions 99% DB = 41 OF 1% DB = 93 OF Grains Difference = 39 gr/lb Daily Range = M Design Temperature Differences HTD = 29 °F CTD = 18 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wrights- Right -Suite® Universal 2018 18.0 31 RSU08373 cuments%Wrightsofl HVACt213 S LAUREL AVENUE.rup Calc = MJ8 Front Door laces: W 2018-Oct-3011:04:28 Page 2 FIRST FLOOR FINAL DUCT DESIGN TO BE COMPLETED ON JOB SITE BY HAVC CONTRACTOR DUE TO VARIATION IN TRUSS PACKET. THE MANUAL D WILL BE USED FOR CORRECT SUPPLY AIR AND RETURN AIR SIZING PER 2017 FL BLDG CODE 6TH EDITION 2 tan pkg unit Job #: SANFORD HERITAGE Performed by TRICIA HIGGINS for: SANFORD HERITAGE REVOLVING FUND 213 S LAUREL AVENUE #3 SANFORD, FL 32772 SPEEDY CALUS LLC 2805 STATEN DRIVE DELTONA, FL 32738 Phone 407 314-8495 Fax 407 322-5788 VVVVW.SPEEDYCALCS COM SPEEDYCALCS@YAHOOO C Scale: 1 : 107 Page 1 Right -Suite® Universal 2018 18.0.31 RSU08373 2018-Oct-30 11 i05:31 oft HVAC\213 S LAUREL AVENUE ru SECOND FLOOR UPSTAIRS AIR CONDITIONING NOT BEING TOUCHED WINDOW UNIT TO REMAIN Job #: SANFORD HERITAGE Performed by TRICIA HIGGINS for: SANFORD HERITAGE REVOLVING FUND 213 S LAUREL AVENUE #3 SANFORD, FL 32772 SPEEDY CALC'S LLC 2805 STATEN DRIVE DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 VWVW.SPEEDYCALCS.COM SPEEDYCALCS@YAH Scale: 1 : 107 Page 2 RightSuite® Universal 2018 18.0.31 RSU08373 2018-Oct-30 11.05:31 oft HVACQ13 S LAUREL AVENUE. Duct System Summary Job: SANFORD HERITAGE Date: Oct 24, 2018 2 T HP PKG UNIT By: TRICIA HIGGINS 9 SPEEDY CALC'S LLC Plan: RENOVATION ADDITION 2805 STATEN DRIVE. DELTONA, FL 32738 Phone' 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAHOOO COM Web: WWW.SPEEDYCALCS COM For: SANFORD HERITAGE REVOLVING FUND, STEVE RICHARDS A/C 213 S LAUREL AVENUE #3, SANFORD, FL 32772 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.198 / 0.142 in H2O 0.098 in/100ft 773 cfm 347 Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.198 / 0.142 in H2O 0.098 in/100ft 773 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk 15 h 1021 54 33 0.102 5.0 Ox 0 VIFx 43.0 150.0 st2 23-A c 1685 88 95 0.098 6.0 Ox 0 VIFx 41.6 160.0 st2 30 c 1444 80 81 0.166 6.0 Ox 0 VIFx 9.0 110.0 SO 30-A c 1444 80 81 0.146 6.0 Ox 0 VIFx 15.2 120.0 st1 FOYER -A h 2095 110 73 0.099 6.0 Ox 0 VIFx 39.7 160.0 st2 LAUNDRY c 617 18 35 0.151 4.0 Ox 0 VIFx 15.8 115.0 st1 LIVING ROOM c 1599 66 90 0.110 6.0 Ox 0 VIFx 25.0 155.0 st2 LIVING ROOM -A c 1599 66 90 0.103 6.0 Ox 0 VIFx 32.0 160.0 st2 M BATH h 836 44 24 0.111 4.0 Ox 0 VIFx 23.0 155.0 st3 MASTER BEDROOM c 1307 59 73 0.104 6.0 Ox 0 VIFx 31.0 160.0 st3 MASTER BEDROOM-B c 1307 59 73 0.112 6.0 Ox 0 VIFx 22.2 155.0 st3 WIC. h 928 49 25 0.110 5.0 Ox 0 VIFx 24.2 155.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 385 380 0.098 705 10.0 0 x 0 VinlFlx st1 st3 Peak AVF 211 196 0.104 478 9.0 0 x 0 VinlFlx SO SO Peak AVF 773 773 0.098 985 12.0 0 x 0 VinlFlx wrightsoft" 2018-Oct-3011.04:28 t .,,... ,- Right-SulteO Universal 2018 18.0.31 RSU08373 page 1 cuments%Wrtghtsoft HVACt213 S LAUREL AVENUE.rup Calc = MJ8 Front Door faces: W 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 rb2 Ox 0 141 128 131.0 0.060 529 7.0 Ox 0 VIFx rt1 rb3 Ox 0 420 449 139.0 0.060 572 12.0 Ox 0 VIFx rt2 rb1 Ox 0 211 196 145.0 0.060 478 9.0 Ox 0 VIFx r12 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk 1-11 Peak AVF 773 773 0.060 723 14.0 0 x 0 VinlFlx rt2 Peak AVF 632 645 0.060 604 14.0 0 x 0 VinlFlx rt1 wrightso• At.ft Right-Suite®Universal 2018 18 0.31 RSU08373 AM ... cume.n.ts%M,. ghts fVA.Ct213 S LAUREL AVENUE nip Calc - WS Front Door faces: W 2018-00-30 11:04:28 Page 2 Duct System Summary Job: SANFORD HERITAGE Date: Oct 24, 2018 SECOND FLOOR By: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email, SPEEDYCALCS@YAHOOO.COM Web: WWIN.SPEEDYCALCS.COM For: SANFORD HERITAGE REVOLVING FUND, STEVE RICHARDS A/C 213 S LAUREL AVENUE #3, SANFORD, FL 32772 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0 in H2O 0 in H2O 0 in H2O 0.000 / 0.000 in H2O 0 in/100ft 240 cfm ft Cooling 0 in H2O 0 in H2O 0 in H2O 0.000 / 0.000 in H2O 0 in/100ft 240 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BEDROOM 1-A c 6137 240 240 0 0 Ox 0 VIFx 0 0 Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb5 Ox 0 240 240 0 0 0 0 Ox 0 VIFx wrightsoft- 2018-Oa-3011:04,28 t .,,...,., ...,... Right -Suite® Universal 2018 18.0.31 RSU08373 Page 3 R..t ...cumenls\Wrightsoft HVAC1213 S LAUREL AVENUE.rup Calc = MJ8 Front Door faces. w Static Pressure and Friction Rate Job: SANFORD HERITAGE Date: Oct 24, 2018 2 T HP PKG UNIT By: TRICIA HIGGINS SPEEDY CALC'S LLC Plan: RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA. FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS@YAH000 COM Web, WWW.SPEEDYCALCS COM For: SANFORD HERITAGE REVOLVING FUND, STEVE RICHARDS A/C 213 S LAUREL AVENUE #3, SANFORD, FL 32772 Heating Cooling in H20) in H20) 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 0 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• Supply Return ft) ft) Measured length of run -out 22 7 Measured length of trunk 20 23 Equivalent length of fittings 160 115 Total length 202 145 Total effective length 347 Friction Heating Cooling in/100ft) in/100ft) Supply Ducts 0.098 OK 0.098 OK Return Ducts 0.060 OK 0.060 OK Fitting Equivalent LengthDetails Supply 4X=35, 11 C=40, 11 G=5, 11 G=5, 11 C=40, 1 A=35: TotalEL=160 Return 6M=20, 110=40, 110=40, 11G=5, 5E1=10: TotalEL=115 411- wrightsoft• 2018-Oa-3011:04:28 Right-Suile® Universal2018 18.031 RSU08373 Page 1 AMcumentsWightsotl HVACt213 S LAUREL AVENUE.rup Calc = MJ8 Fronl Door faces: W 1 • V 71 Static Pressure and Friction Rate Job: SANFORD HERITAGE Date: Oct 24, 2018 SECOND FLOOR By: TRICIA HIGGINS v SPEEDY CALC'S LLC Plan: RENOVATION ADDITION 2805 STATEN DRIVE, DELTONA, FL 32738 Phone: 407 314-8495 Fax: 407 322-5788 Email: SPEEDYCALCS®YAHOOO.COM Web: WWW SPEEDYCALCS.COM For: SANFORD HERITAGE REVOLVING FUND, STEVE RICHARDS A/C 213 S LAUREL AVENUE #3, SANFORD, FL 32772 Heating Cooling in H2O) in H2O) External static pressure 0 0 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0 0 Return grilles 0 0 Filter 0 0 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0 0 Total• Supply Return ft) ft) Measured length of run -out 0 0 Measured length of trunk 0 0 Equivalent length of fittings 0 0 Total length 0 0 Total effective length 0 Friction Heating Cooling in/100ft) in/100ft) Supply Ducts 0 < 0.06 0 < 0.06 Return Ducts 0 < 0.06 0 < 0.06 Fitting Equivalent LengthDetails Supply TotalEL=0 Return TotalEL=0 wrightsoft" 2018-Oct-3011:04.28 fi Right-SuileOUniversal 201818.0.31 RSU08373 Paget cuments% Wrightsoft HVAC1213 S LAUREL AVENUE.rup Calc - MJ8 Front Door faces: W S_J110q s Sagford Heritage Revolvigg Food Noq-profit tools for Redevelopipeot 1014 S Oak, Sanford, FL 32771 - 321-578-0135 -yellowbuffAmmail.com - SanfordHeritageRevolvingFund.org October 3, 2018 City of -Sanford Building'Division Job address: 213 S Laurel Ave Subject: Early Start Permit, proposed list of items to do Foundation 1. dig pier holes & build concrete framing 2. build rebar structure Exterior walls 1. secure damaged walls, with pattern 105 wood siding, as needed Temporary Electric Pole 1. build and connect Rl` Hank Dieckhaus Charlie Hull Yk f 1 CITY OF I W3ro °"n(q SkNFORD PERMIT APPLICATION BUILDING DIVISION F, / 9 _ U 00() / oApplicationNo: TI Documented Construction Value: $ Job Address: :)L r Historic District: Yes No Parcel ID: 911 ^ 'O ' '" Q 1 ^ M3 Residential Commercial Type of Work: New Addition Alteration RepairEl Demo Change of Use Move Description of Work: 5'""'t Ty Plan Review Contact Person: Phone: Fax: Name Street: City, State Zip: Email: Property Owner Information Phone: Title: Resident of property?: Contractor Information Name Street: 1. C City, State Zip: CAcn[', eT e Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: State License No.:4C— 110 8 In -1 Architect/Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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 application and the code in effect as of that date: Wh Edition (2017) Florida Building Code NOTICE In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature ofOwner/Agent Print Owner/Agent's Name Date Signature of Notary -State ofFlorida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Sign actor/Agent Date Print Contractor/Agent's Name 7. Signature of Notary-S DEBBIE BLANTON MY COMMISSION # FF 17W8 EXPIRES: February 25, 2019 s n2 ' bonded TAw NotaryPablitUnderwhers Contractor/Age "nt.is "' or Produced ID Type of ID e--P- Ila-t1 d,s— BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: 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: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Grant Maloyy, Clerk Of The Circuit Court & Comptroller Seminole County FL Inst #2018129383 Book:9248 Page:1182; (1 PAGES) RCD: 11/1412018 2:23:47 PM THIS INSTRUMENT PREPAPED BY: Name: /TANK• braeX14AVS Address: 04i c I roc / A 6 NOTICE OF COMMENCEMENT Permit Number. Parcel ID Number. at - ! 4 -3 O --CA & — O //O ? . 00 ! 0 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 tills Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property elld stregt address: B available) 2. GENERAL DFFJ CRIPTION OF IMItROVEM€NT: RENOykTipice A&V56 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name end eddress: 5ANFO Ali 146P iTAG6 REVOWING EUnJAs 1HANIL It6C914quS Interest In property: O W AI is &— Fee Simple Title Holder Of other than owner listed above) Name: 4. CONTRACTOR: Address: 91 Olt% Phone Number. AJG woe A . F 1 ?s7-9 8. SURETY Of applicable, a copy of the payment bond Is attached): Name: Address: Amount of Bond: S. LENDER: Name: Phone Number. Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section713.13(1)(s)7., Florida Statutes. , r Name: SAPJ A IN HiSJU MA GE ASW Iyi NG FyNA PhoneNumber: 391- s 7 7 - 0134' 8. In addition. Owner designates of to receive a copy of the Uenor's Notice asprovided In Section 713.13(1)(b). Florida Statutes. Phone number. 8. Explrellon Date of Notice of Commencement (The expiration Is 1 year from date of recording unless a different dateIs spedlted) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I. SECTION 713.13, FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. SWOb" of Owmr or Lww, or Ownerisor user. (Pero Name aw Fmove Slvews Twwomce) AULW=d a) State of l er : A( X. County of S R_ M: 11 A e The foregoing Instrument was acknowledged before me this 114 any of '--j o V B n, er-- 20by } ( e n s v d r) '. a--r k I. ,.. + e . Who Is personally known to me O OR lm Nam or person qamamnlwhohasproducedIdentitication•0' type of Identification produced: 12 L n VUDITH A. ECKENROTH OL At0Y Stets of Florlde-Notary Public - Commission a GG 223889 CLERK H IRCUIT . RT .';`- My Commission Expires RO ER r ,•"' I fast% May 30, 2022 AND C OV U L ,RDA r DEPUTY CLERK R EQUME D WSP ECTION SIEQ1[ CF, Bpff. ' 14z-2k"709 P1310- u. , Ims eedomi IDeseri dkm Footer / Setback Stemwall ! Foundation/ Form Board -Survey Slab-[Mmio Slab, Pre our Lintel / Tie Beam / Fill / Dawn Cell 20 j Sheathing;; Walls' ZO Sheathing ; Roof D I Roof Dry Ei Frame 30 Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar I J Final Roof Final Sfucco• / ,Si'ding Insulation Hail Final Utill Building' Final Door I Final Window Final Soreen.Room Final: Pool Screen Enclosure Mobile Dome Building Final Pre. -Demo Final Demo- I r Final Single Oamily Residence, ., C Final Building Other I I I REVISED, June 2014 Address: inn max I M6hM e'.cdomi IlDes e® Electric Undergrou nd Footer f SIab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final i I a max I 1 y nnspection IlDesennnegom Plumbing Underground Plumbing Sewer O I Plumbing Tub Set- Plumbing Final I