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RC-18-1413 (2)Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: RC-5-18-1413 Permit Type: Building (Residential) Work Classification: Addition/Alteration Permit Status: Approved Issue Date:11/06/2018 Expiration: 12/25/2018 Parcel Number 1225 NE 93 ST, Miami Shores, FL 33138 1132050270030 Contacts MARK & DARLENE HUTCHINSON Owner MARK & DARLENE HUTCHINSON Applicant 1225 NE 93 ST, MIAMI SHORES, FL 33138 1225 NE 93 ST, MIAMI SHORES, FL 33138 Other:9544459705 Other:9544459705 KMR CONSTRUCTION MANAGEMENT INC Contractor KEVIN MICHAELRAFFERTY 2042 MADISON ST, HOLLYWOOD, FL 33020 Business: 9543423400 Other:7862993840 Description: INTERIOR AND EXTERIOR ALTERATIONS TO RESIDENCE 05-25-2018- I. Naranjo, BO plans for the project were not provided. Stop all reviews until glans and all required documents are Urovided. Fees Amount CCF $80.40 Cert. of Compl. for Single Fam and Duplx $50.00 (Manual) Correction Resubmission Fee $40.00 DBPR Fee $59.99 DCA Fee $39.99 Education Surcharge $26.80 P&Z Review Fee $35.00 Permit Fee $3,999.15 Plan Review Fee (Engineer) $90.00 Scanning Fee $9.00 Scanning Fee (Manual) $69.00 Structural Review ($90) $90.00 Structural Review ($90) $90.00 Technology Fee $99.98 Total: $4,779.31 Building Department Copy Valuation: $ 133,305.00 Inspection Requests: 305-762-4949 Total 5q Feet: 2,700.00 Payments Date Paid Amt Paid Total Fees $4,779.31 Credit Card 10/29/2018 $4,370.31 Deposit 10/29/2018 $200.00 Credit Card 11/06/2018 $209.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDO)NS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing i nformatio5og ccurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authonMo,af3 a amed contractor to do the work stated. Authorized Signature: Owner / Applicant / / Agent Date November 06, 2018 Page 2 of 2 3� �� G� �_� �i' �. �� i �� Z � � r � � �� \� �� r G �� f7� �s ��•� v� toti- � '� J �� `�� 40 Miami Shores Village RECEIVED Building Department OLCT 29 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 A \ Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 (04-kP---N1 ,�l FBc Zo1 ':::� BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. �UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS 2/CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: loQ.TI NZ! 93 / r F u U � • City: Miami Shores County: Miami Dade Zip: 33 Folio/Parcel#: 1 3 Z0 - O �7- &)50 Is the Building Historically Designated: Yes NO 14 Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): "'rIL Phone#: Address: IOAX' Alr QRkCl d-+'- City: f)0j' rr%1 SShOrtS State: Fl. Zip: ,33)'V- Tenant/LesssseelName: .� Email- • 1 W7, JYf� �Y CONTRACTOR: Company Name: Km4 COri-f ru C?1ci►1 M GT' nc , Phone#: 0S4-3W)-3(400 Address: i OWLL4 w d7r `c?' l , Rai /U City: Maisie State: F/• Zip: 333�'l Qualifier Name: 'beu;r _M . 1*246ftr fu Phone#: -2of1U - ,-s4 e; -_aP 0 State Certification or Registration #: DESIGNER: Architect/Engineer: Add Value of Work for this Permit: $ 33 35cG Type of Work: El Addition Alteration ElNew Certificate of Competency #: _ Phone#: State: Zip: _ ?ar Footage of Work: ),310 fF ❑ Repair/Replace ❑ Demolition Description of Work: %� L Arirr� Ke AoL*Ahadi r.-S �Ck4� e-d jjA elk -AS f o w V. r � [S- rt6 /-n / Q, rr `�i >rn S s A).,-"-,) r-,) Specify color of color thru tile: i 1 Submittal Fee $ Permit Fee $J� (Q �5 CCF"$po- , 0 CO/CC $, Scanning Fee $ C�7 Radon Fee $ DBPR $ I i Notary $ Technology Fee $�'Training/Education Fee $ 2� ` c90 Double Fee $ T'_ Structural Reviews $ �cl 01A Bond $ E;0D - Q) C.Op0lEc�t�m ' W - M TOTAL FEE NOW DUE $ 4� 3--�6 • 3 f —FA1> (Revised02/24/2014i"�'g-35 . c70 w Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In he absence of such posted notice, the inspection will not be approved and a reinspection e�will be charged. 4, /J / i Signature Signature/ W/ E or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of b.er , 20 l e by / drle ku,�GA,rnfon , who i rso�knoo me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: 41 Print: Seal: — APPROVED BY (Revised02/24/2014) KAITL.Yr•J M ORTAGUS State of Florida -Notary Publi Commission k GG 201315 my Cc,nmissiun Expires The foregoing instrument was acknowledged before me this 0(lp day of OC-f . 20 / by iiluin ,�f�t. �—u who s personally know to OF me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: Seal: KAITLYN M ORTAGUS 4�Y PV 'i . State of Florida -Notary Public Commission #t GG 201315 , My Commission Expires *****************s'4�ia°a`�M11� Plans Examiner ( \► �te (i / G v (1//Zoning Structural Review Clerk if 0000 Address Owner Name Subdivision Name Folio SEARCH. 1225 NE 93rd street A f Suite FcL] Back to Search Results PROPERTY INFORMATION Folio: 11-3205-027-0030 Sub -Division: BAY LURE Property Address 1225 NE 93 ST Miami Shores, FL 33138-2940 Owner MARK HUTCHINSON DARLENE HUTCHINSON Mailing Address 1225 NE 93 ST MIAMI SHORES, FL 33138 PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/1 Floors 1 Living Units 1 Actual Area 3,256 Sq.Ft Living Area 2,310 Sq.Ft Adjusted Area 2,661 Sq.Ft Lot Size 9,825 Sq.Ft Year Built 1957 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELO YOU ACKN LEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. �n Signature: ner State of Florida County of Miami -Dade The foregoing was acknowledge before me this —01p day of 4�96--t• , 20__(,. By �%��I IC �ivfG%�nr1Oh who is ersonally kno to me or has produced y as identification. Notary: KAITLYN M ORTAGUS - •u— — - — — — -- ?_`� State of Florida -Notary Public SEAL: _ ",; ORTAGUS Commission # GG 201315 ?a„ My Commission Expires ,fa -Notary Public ��` March 28, 2022 ' I#CO201315 m „issic;n Expires KM R Construction Mgt. Inc Date: State of C o u my of A?t 411Ai Before me this day personally appeared &Q61 /YI ' i-� who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: Contractor Signature Sworn to (or affirmed) and subscribed before me this day of ©Gf' 20 d by � PU/n 12l ' R �it'r�4 Personally know 04 OR Produced Identification Identification Produced KAITLYN M ORTAGUS ;g State of Florida -Notary Public z, •c Commission # GG 201315 +� My Commission Expires °S� ��`��` March 28, 2022 Type of Print, Type or Stamp Name of Notary u KMR Construction Management Inc Sales Representative 10424 W State Road 84, Kyle Rafferty 10 kylerafferty92@gmail.com Davie, FL 33324 KMR License: e: FL G CONSTSUCTION License: FL CGC 025772 Mark Hutchinson 1225 NE 93rd street 1069 Miami Shores, FL 33138 Date 10/26/2018 Item Description Qty Price Amount New R ob"f0' Replace existing roof with new tile roof 1.00 4=$19;500,OO--=co$19;500:00=---v Eco.Windows`&'Doors _ supply and ni stal'all new impact Windows and doors. 1.00 c---=$20;750.00—" $20;750.00 (includes hurricane impact garage door) Demolition Demo -as. specifiedon plans -Price includes 1.00 $5,750.00 $5,750.00 dumpsters and hauling away. — -- Building Exterior skim coat and paint through out exterior of house. 1.00 $8,200.00 $8,200.00 Includes material and labor. Building Interior Buildout new partition & chase walls as specified on 1.00 $29,780.00 $29,780.00 plans. skim coat finish and paint throughout house. (1 coat of primer & 2 coats of paint) Includes labor and material. Install new tile floor throughout house. (labor only) Finish carpentry (pre -hung & closet doors & baseboard) labor only Install kitchen cabinets, countertops, and appliances. Structural Convert existing car port into garage as specified on 1.00 $35,575.00 $35,575.00 plan. Perform all structural work as specified on plans. �le�tfical All work to be performed as specified on plans. 1.00 r$151850.00'$15,850.Q0> Price includes all material except finished fixtures. *Plumbing-3 All work to be performed as specified on plans. All 1.00 $18 925 00 $18;925100 material is included except finished fixtures. _�^ 'Mechinicah All work to be performed as specified on plans. 1.00 $�57 .0� 0 $14575. 0, Price includes all material. Owners Allowance Kitchen cabinets, countertops, and appliances. 1.00 $30,000.00 $30,000.00 Owners Allowance Plumbing fixtures, trim, and bath vanities. 1.00 $5,000.00 $5,000.00 Owners Allowance Light fixtures 1.00 $3,000.00 $3,000.00 Owners Allowance floor and wall tiles 1.00 $12,000.00 $12,000.00 Pricing - Price to perform the above scope of work includes all rough material and an allowance which is broken down below. $222, 905.00 (two -hundred twenty-two thousand nine hundred and five dollars) Payment Schedule - • Payment 1: $55,727.00 - 25% of contract due at signing of the contract for mobility and demolition o Remaining Balance: 167,178.00 Payment 2: 83,589.00 - 50% of remaining balance due upon completion of demolition o Remaining balance: $83, 589.00 • Payment 3: - 58,512.00 70% of remaining balance Due at completion of roughing Inspections and enclosure of garage o Remaining balance: $25, 077.00 • Payment 4: $19,530.00 100% of remaining balance- due at completion of job Price includes all labor and material required to perform the work as specified on plans and includes a total allowance of $54,000.00 used towards finished material. If total allowance is not used then a credit to the owner will be credited on the final invoice. If owner goes over the allowance then KMR will present receipts upon final invoice for reimbursements of material. Item Owners Allowance Description Interior Doors & and baseboard Qty Price Amount 1.00 $4,000.00 $4,000.00 Sub Total $222,905.00 Total $222,905.00 S P E C I A L I N S T R U C T I O N S Price includes all labor and material required to perform the work as specified on plans and includes a total allowance of $54,000.00 used towards finished material. If total allowance is not used then a credit to the owner will be credited on the final invoice. If owner goes over the allowance then KMR will present receipts upon final invoice for reimbursements of material. CONSTRUCTION DEFECT DISCLOSURE • CHAPTER 558, FLORIDA STATUTES, CONTAINS IMPORTANT REQUIREMENTS YOU MUST FOLLOW BEFORE YOU MAY BRING ANY LEGAL ACTION FOR AN ALLEGED CONSTRUCTION DEFECT IN YOUR HOME. SIXTY DAYS BEFORE YOU BRING ANY LEGAL ACTION, YOU MUST DELIVER TO THE OTHER PARTY TO THIS CONTRACT A WRITTEN NOTICE, REFERRING TO CHAPTER 558, OF ANY CONSTRUCTION CONDITIONS YOU ALLEGE ARE DEFECTIVE AND PROVIDE SUCH PERSON THE OPPORTUNITY TO INSPECT THE ALLEGED CONSTRUCTION DEFECTS AND TO CONSIDER MAKING AN OFFER TO REPAIR OR PAY FOR THE ALLEGED CONSTRUCTION DEFECTS. YOU ARE NOT OBLIGATED TO ACCEPT ANY OFFER WHICH MAY BE MADE. THERE ARE STRICT DEADLINES AND PROCEDURES UNDER THIS FLORIDA LAW WHICH MUST BE MET AND FOLLOWED TO PROTECT YOUR INTERESTS. FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND PAYMENT, UP TO A LIMITED AMOUNT, MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: Construction Liens ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB - SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. Date: 2i 11 g Date: A REPLACEMENT COST REPORT OF A SINGLE FAMILY HOME LOCATED AT 1225 NE 93`d St Miami Shores, FL 33138 FOR Mark & Darlene Hutchinson Miami Shores Village BY APPRAISALFIRST REAL ESTATE APPRAISERS LLC 1444 Biscayne Boulevard, Suite 211 Miami, Florida 33132 •000:0 ...... .... ...... .... . •• ..... ...... .... ..... .. .. .... ...... . . . . ...... .. . •• • . • . . .. 0 I AppraisalFirst Real Estate Appraisers LLC 1444 Aiscape Boulevard. Suite 211 Miami [reach, Florida33166 Phone: 3054 70-2 100 Far:305-381-8047 E-mail: residcntialranvraisalt5rstmet E-mail: r*nmr*rir' a�r:11 irl.net • December 8, 2017 • • • • Mark Hutchinson • 1225 NE 93rd St '..' •• • Miami Shores, FL 33138 00 Re: A replacement cost report related to providing a letter for the depreciated building value of a single family home located at 1225 NE 93' St, Miami Shores, FL 33138 Dear Mr. Hutchinson: As requested I am writing this report to estimate the reproduction or depreciated cost, based on the present condition of the property, for the above referenced subject building. Once again the costs and depreciated building value are reflective of the current condition of the property. The replacement cost new estimates will be provided via the "Marshall Valuation Service," a nationally accepted construction cost reference guide. The cost estimate includes labor, materials, supervision, etc. The figures also include normal site preparation, and utility lines from lot line to building. Other soft costs such as professional fees, real estate taxes, financing fees and impact fees are not included. The depreciation is based on the current condition of the property. Based on the current condition of the improvements and renovations, physical depreciation based on the age/life method is 25%. This reproduction costreport is considered to be a restricted appraisal in accordance with Standards Rule 2-20 of the Uniform Standards of Professional Appraisal Practice (2016-2017) and the Code of Ethics of the Appraisal Institute and the guidelines according to (USPAP). This report is for the sole use of the intended user. The subject property consists of a one-story single family home built in 1957 of good quality construction. The dwelling includes a total adjusted area of 2924 square feet based on this appraiser's measured size.. The valuation is based on the current condition of the improvements. Page 2 The single-family home is situated on a 9825 square foot lot in Miami Shores, FL. No consideration is given to the highest and best use of the land. The improvements have had some updating through the years, including floors, kitchen and bath components, electric, plumbing & a/c. Appraiser: William K Griffith, SRA Cert Res RD 1480 • • • • • • Purpose of Assignment: The purpose of the report is to provide a reprodt/depreaiet@d • • • •: • cost estimate of the subject dwelling. """ • ...... . . .... . .. ..... Intended Use of the Report: The client intends on using this rdport for renoval" yprposes • , • • , ; • • • . . .. .. .... ...... Interest to be Appraised: This is a reproduction cost analysis of a home owpetlg a fee simple • . . . . ...... estate. •••••• Legal Description: BAY LURE PB 44-63 E50FT LOT 3 & W25FT OF LOT 4 BI.R 1' • Scope of Work: The scope of work included: inspecting the subject property; referencing the "Marshall Valuation Service," a nationally accepted cost manual; and estimating an appropriate depreciation rate for the improvements. Marshall Valuation Service: According to the "Marshall Valuation Service" the subject improvements are classified as a Class D-II (Masonry Veneer) High Value Residence, with an estimated economic life of 60 years. In estimating the replacement cost new for the building, a designated cost via the "Marshall Valuation Service" will be applied. The depreciated building value will be based on the economic age -life method. A ratio of the buildings effective age to its total economic life is applied to the current replacement cost new of the improvement. This method is most effective in analyzing older buildings where the age of the long- lived and short-lived items cannot be easily estimated. According to the "Marshall Valuation Service" the subject improvements have an economic life of 60 years. However, the typical single family homes in Miami have far exceeded their specified economic lives. The subject home is 60 years in age, but updating through the years has reduced its effective age to about 20-years. A more practical total economic life of 75 years is estimated. Page 3 Marshall Valuation Service: (Continued) Taking into account the condition of the home, 25% of the estimated 75-year economic life, or an effective age of about 20 rounded will be applied. The following is a summary of the replacement cost new and depreciated value for the subject-USSL family home. '..' .... Improvement Type Section & Page Building Structure Class Type Direct Cost Per SF Adjustment Multipliers Height Current Local Adjusted Direct Cost Per Square Foot Building Size/SF Replacement Cost New Actual Age Effective Age Economic Life Depreciation Rate (Eff. Age / Eco. Life) Physical Depreciation (Cost New x Depreciation. Rate) Depreciated Building Cost (Cost New - physical Depreciation) Page 4 High Value Residence 12/27 D (Masonry Veneer) Il $228.42 1.00 1.06 0.98 $237.28 2924 sf $693,807 60 years 20 years 75 years 25% $173,452 $520,355 •• • • I Based on the cost manual described herein the depreciated building value of the subject property, as of December 8, 2017 is $520,000 (rounded). 1f you have any questions or need fiwffier assistance please do not hesitate to call me at (305) 470- 2149. Respectfully Submitted, '..' ,... �• . ... • .. ••.•• of . 000000 ..••••00 William K Griffith, SRf1 ...... Cert Res RD 1480 . . • •.•.•• billra'appraisalfirst. pet 000000 Page 5 ...... .... ...... ...... •..... .... 00000 . . .. .. 000• ...... ...... so . . . . ...... . . . ...... Go . . .. . ADDENDA CERTIFICATION I Certify to the best of my knowledge and belief: ; • • • • The statements of fact contained in this report are true and correct. • • • • • • • • • • The reported analyses, opinions, and conclusions are limited only* by'the reported assumptions and limiting conditions are my personal, impartial, and unb4secrprofesUc nAl. analyses, opinions, and conclusions. .... I have no present or prospective interest in the property that is the subject J41s reporOmd no personal interest with respect to the parties involved. .... • . • I have performed no services, as an appraiser or in any other capacity, regardin�lhe prbpva. that is the subject of this report within the three-year period immhpely prec tiding acceptance of this assignment. ' I have no bias with respect o the property that is the subject of this report or to the parties involved with this assignment. My engagement in this assignment was not contingent upon developing or reporting predetermined results. My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the client, the amount of the value opinion, the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended use of this appraisal. My analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice. I have made a personal inspection of the property that is the subject of this report. No one provided significant real property appraisal assistance to the person signing this certification. As of the date of this appraisal William K Griffith, SRA has completed the continuing education program of the Appraisal Institute. William K Griffith, SRA December 8, 2017 Cert Res RD 14890 Date ASSUMPTIONS AND LIMITING CONDITIONS The value conclusion and certification within this report are made expressly subject to the following. assumptions and limiting conditions as well as any further reservations or condiQouS stated titNig • • • • • • • the text of the report. •••••• •••• •••••• 1) No responsibility is assumed for the legal description or for matters inclxd�n legal d tidt. • considerations. Title to the property is assumed to be good and marketab4. . . 0.0 •• • • 0 0 0; • 0 .. .. .... ...... 2) Responsible ownership and competent property management are assumed.•; •; • •' . . . . .... % ...... 3) The information furnished by others is believed to be reliable. Howevv. sac, warranty �s :....: given for its accuracy. '..'.' 4) It is assumed that there are no hidden or unapparent conditions of the property, subsoil, or structures that render it more or less valuable. No responsibility is assumed for such conditions or for arranging for engineering studies that may be required to discover them. 5) It is assumed that there is full compliance with all applicable federal, state, and local environmental regulations and law unless non-compliance is stated, defined, and considered in the assignment. 6) It is assumed that all required licenses, certificates of occupancy, consents, or other legislative or administrative authority from any local, state, or national government or private entity or organization have been or can be obtained or renewed for any use on which the rental survey contained in this report is based. 7) It is assumed that the utilization of the land and improvements is within the boundaries of property lines or the property described and that there is no encroachment or trespass unless noted in this report. 8) Possession of this report, or a copy thereof, does not carry with it the right of publication. It may not be used for any purpose by any person other than the party to whom it is addressed without the written consent of the appraiser, and in any event only with proper written qualification and only in its entirety. ASSUMPTIONS AND LIMITING CONDITIONS (Continued) 9) The appraiser herein by reason of this assignment is not required to.give fdttlter consultation, testimony, or be in attendance in court with reference latfie propeytpirn question unless arrangements have been previously made. "': •' ' • •' 1 0} Neither all nor any part of the contents of this report (especially any concftioZS, the ijen14Y of the appraiser, or any reference to the MAI or SRA designations) will 6&dimeminatad to the public through advertising, public relations, news, sales, or other media Without the'pnor written consent and approval of the appraiser. 11) The existence of potentially hazardous material used in the construction GY 14ntenauge pf the building and/or the existence of toxic waste which may or may not be present on oTNAddr the site was not observed during our inspection. However, we are not qualified to detect such substances. These substances, if they exist, could have a negative effect on the estimated value of the property. The user of this report is urged to retain an expert in this field if desired. 12) This assignment was not based on a requested minimum valuation, a specific valuation, or the approval of a loan. 13) The client intends on using this report for dwelling renovation purposes. 14) The client understands, as per the engagement guidelines of this assignment, that all data related to estimating cost and depreciation is retained in the office file. RESUME OF QUALIFICATIONS: GENERAL EDUCATION: Florida State University B.S. Degree 1980 PROFESSIONAL EDUCATION: APPRAISAL INSTITUTE Business Practices & Ethics Reviewing Residential Appraisals & Using FNMA 2000 The Building Inspection USPAP Update Florida Appraisal Law FHA & The Appraisal Process The Uniform Appraisal Dataset The Real Estate Market 2011 Residential Design & Functional Utility Roles & Rules of Supervisory & Registered Trainee Appraisers Market Conditions Addendum/1004MC Analyzing Distressed Real Estate Co-ops & Condos Small Hotel/Motel Valuation New 1025-Small Residential Income Property Appraisal PROFESSIONAL AFFILIATION: SRA, The Appraisal Institute National Association of Realtors, Florida Association of Realtors Miami Board of Realtors, Marathon/Lower Keys Board of Realtors William K Griffith, SRA BOARD EXPERIENCE: Board of Directors, South Florida Chapter of The Appraisal Institute 2004-2006 LICENSES: Cert Res RD] 480 (Florida), Real Estate Broker (Florida), Notary Public, Florida ...2Q16 ..'2026 20;6 : 2016 2014 2011 2011 2010 2010 2009 2008 2008 2008 2007 REAL ESTATE AND APPRAISAL EXPERIENCE: Partner/Owner, AppraisaIFirst, LLC 2011-Present Vice President/Residential Manager, AppraisalFirst, inc. 1987-2010 President, Biscayne RE Group. 1997-Present President, Coast To Coast RE Group. 2009-Present TYPES OF APPRAISAL SERVICES: Single Family Residential 2- 4 Family Dwellings FHA REO Relocations New Construction Vacant Land Condominiums Multi-Family/Apt. High Value Dwellings Estates/Litigation Appraisal Review Construction Draw Inspections Blueprint Review Cost Reports SERVICE AREA BY FLORIDA COUNTY: Miami -Dade, Broward, Monroe (Florida Keys), Palm Beach, St. Lucie, Martin •oe*:* Property Search Application - Miami -Dade County Page 1 of 1 41+ OFFICE uo"'F THE PROPERTY APPRUISER Summary Report Property Information Folio: 11-3205-027-0030 Property Address: 1225 NE 93 ST Miami Shores, FL 33138-2940 Owner MARK HUTCHINSON DARLENE HUTCHINSON Malting Address 1225 NE 93 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/1 Floors 1 Living Units 1 Actual Area 3,256 Sq.Ft Living Area 2,310 Sq.Ft Adjusted Area 2,661 Sq.Ft Lot Size 9,825 Sq.FI Year Built 1957 Assessment Information Year 2017 2016 2015 Land Value $353.702 $329,361 $299,696 Building Value $192,347 $192,611 $192.876 XF Value $0 $0 $0 Market Value $546.049 $521.972 $492,572 Assessed Value $244,264 $239,240 $237,577 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Assessment $301,785 $282,732 $254,995 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,OOD $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description BAY LURE PB 44-63 GerleratedsOn : 12/5/2017 •••••• Taxable Value Information 20171 20161 2015 County Exemption Value 1 $50.000 $50,000 $50,000 Taxable Value 1 $194,264 $189,240 $187,577 School Board Exemption Value $25,000 $25,000 $25.000 Taxable Value 1 $219,264 $214,240 $212,577 City Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $194,264 $189,240 $187,577 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $194.264 $189.240 $187,577 Sales Information Previous Price I OR Book- Qualification Description Sale Page 10/27/2017 $635,000 30745-4540 Qual by exam of deed Corrective, lax or QCD; min 09/27/2017 $100 30699-1035 consideration 05/242017 $615,000 30550-2475 Quai by exam of deed Corrective, tax or QCD; min 08/212015 $100 29833-2076 consideration E50FT LOT 3 8 W25FT OF LOT 4 BLK 1 LOT SIZE 75.000 X 131 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer end User Agreement at http:ltwww.mismidade.govflnfoldiscleimer.asp Version; • • • • •'•• • • • •••• CALCULATOR METHOD SEC77ON12PAGE27 • • • August 2016 HiGH-VALUE RESIDENCES CLASS TYPE E39ERidR 1AAL LS INTERIOR FINISH LIGHTING AND *HEAT COST PLUMBING Sq. M. Cu. Ft. Sq. Ft. VI • • • SQet'ial sfte•byp�ijt sash �ind engi�s� • • Custom ceilings and cabinetry, in:ald Extensive fixtures and custom Complete • best da , stale y parquet, matched stones and woods hardware throughout H.VAC. 4963.34 57.64 461.11 V Best masonry, much fine trim and Coffered ceilings, site -built cabinetry, High -quality, fixtures, structured wiring, Complete enes 'on niches, many extras high amps, fine hardware H.VAC. 4164.66 48.36 386.91 IV • • Fine ,:ut:toil ta§r•rocf,%V Good plaster, ornamental detail, marble, Good custom fixtures, more than one Complete 3495.25 Cstetal, e, #on* e�glass • • custom carpet, parquet kitchen or food prep. area H.VAC. 40.59 324.72 y° 111 • • Foot Wick, sine Wm,ssll;; ti1s,• Plaster, good detail, custom ceiling, wall Some special custom fixtures, electrical Complete some custom sash and floor finishes and plumbing, integrated systems H.VAC. 4935 32 34.09 272.70 II Brick or stone, state or metal, heavy Plaster, some omamertt, tile, average Custom fixtures, electrical and Complete structuro, solarium custom carpet, hardwoods plumbing, home automation H.VAC. 2464.50 28.62 228.96 Good trick, stone trim, skylights, Piaster or best drywall, paneling, custom Some zpec:ai fixtures, more than one Complete shakes or metal on good structure vinyls, terrazzo, hardwoods bath per bedroom H.VAC. 2069.90 24.04 192.30 VI Special site -built sash and entries, Custom ceilings and cabinetry, inlaid Extensive fixtures and custom Complete best day, slate parquet, matched stones and woods hardware throughout H.VA.C. 4999AO 58.06 464.46 V Best masonry veneer, much fine trim Coffered ceilings, site -built cabinetry, High -quality fixtures, structured wiring, Complete and fenestration niches, marry extres high amps, fine hardware H.V.A.C. 4184.79 48.60 388.78 IV Fine masonry veneer, trims, best Good plaster, ornamental detail, marble, Good custom fixtures, more than one Complete Ole. some adglass custom carpet, parquet kitchen or food preparation area H.VAC. 3503.78 40.69 325.51 MASONRY VENEER VENEER III Face brick veneer, stone trim, slate or Piaster, good detail, custom caging, wall Some special custom fixtures electrical Complete Ole, some custom sash and floor finishes and plumbing, Integrated p ng, eg systems H.VA.C. 2935.42 34,09 272.71 it Brick or stone venccr slats. metal, P:sstcr so-io om :ment, fle, eve -age Custom Wums elxtrcai and Completes heavy strucLm, so srium custom carpet. hardwoods plumbing, tome cia-ati oon Fi.VA.C. 2ah8 69 78.55 223A2 Double walls, good veneer, skylights, Plaster or best drywall, paneling, custom Some special fixtures, more than one Complete good shakes or metal vinyls, terrazzo, hardwoods bath per bedroom H.VAC. 2060.21 23.93 191.40 VI Special site -butt sash and entries, Custom ceilings and cabinetry, inlaid Extensive fixtures and custom Complete best day, slats pa uet, matched stones and woods hardware throughout HNAC. 4926.42 57.21 457.68 V Best sidings, EIFS, much fine trim and Cofferod ceilings, site -built cabinetry, Hlgh-quality fixtures, structured wiring, Complete fenestration niches, many extras high amps, fine hardware H.VAC. 4123.00 47.88 383.04 iV Fine siding, stucco, marble trim, best Good plaster, ornamental detail, marble, Good custom fixtures, more than one Complete Dfit metal, tile, some artgless custom carpel, parquet kdlchen or food preparation area H.VA.C. 3451.12 40.08 320.62 Siding, brick or stone trim, slate or file, Plaster, good detail, custom ceiling, wall Some special custom fixtures, electrical Complete some custom sash and floor finishes and plumbing, integrated systems H.VA.C. 2890.86 33.57 268.57 11 Half Umber and stone trim, slate. Plaster, some ornament, file, average Custom fixtures, electrical and Complete metal, heavy structure, solarium custom carpet, hardwoods plumbing, home automation H.VAC. 2421.OZ 28.12 224.92 1 Double walls, stone trim, skylights, Pia :ter or best drywall, poneCng, custom Some special fixtures, more than one Complete shakes or metal on good structure vinyls, terrazzo, hardwoods bath per bedroom H.VAC. 2028.24 23.55 188.43 Fireplace, balconies and porches and buil44n appliances are not included. See Page 35 for garage costs. The base wall height is 10 feet (3.05 meters), excluding gables. Add or deduct 3% for each foot (.305 meter) of deviation. For small residential elevators and fire sprinkler systems, see notes on Page 38 and 39. See Page 26 for basement costs. COMPLETE SQUARE METER COSTS SQUARE fOOT COSTS - 'HIGH -VALUE HEATING, VENTILATING AND AIR CONDITIONING H.V.A.C. MILD MODERATE EXTREME MILD MODERATE EXTREME Costs for high -value mechanical items are listed separately from those for other buildings in this TYPE CLIMATE CLIMATE CUMATE CLIMATE CLIMATE CLIMATE A 131.86 177.07 238.42 section because of the special requirements. Costs listed to the right are averages. The 12.25 16AS 22.15 V 115.71 158.23 215.82 10.75 14.70 20.05 moderate climate cost is included in the base cost in the tables. If a cubic foot cost is used, use IV 102.58 142.08 195.90 9.53 13.20 18.20 one -tenth (1l10) the difference shown, to adjust the base cubic foot cost. For cooling only, use 111 91.60 128.09 179.22 8.51 11.90 16.65 70% to 80% of the costs listed. For heating only, use 60% to 70%. For ground -loop heat source 11 81.05 114.64 162.00 7.53 10.65 16.05 units, add 3.90 to 5.43 per square foot ( 41.98, to 58.45 per square meter). 1 71.69 103.12 148.00 6.66 9.58 13.75 AMMUU YALUA27ONSERWCE -The data included on this page becomes obsolete after update delivery, scheduled for Augmt 2019. 0 2016 CoreLogicA Inc and it licensors, all rights reserved.• Any reprinting distribution, creation cf derivatzw works, andlor public displax is stric* prohibited W 016 Item Item Takeoff Labor Mat Equlp Subs Other User Grand CSI Code Description Oty Unit Total Total Total Total Total Total Total 2000 1 Sltework 2050 0010 Demolition windows. etc 1.000 Isum 4.895.301 4,895.30 2900 0010 1 Landscaping Isum Shework Total ,495.30 • 4,893.30 3000 Concrete 3300 0010 Concrete structural work 1.000 Isum 32 400.00 32 400.00 Conere:s Total1 32.400.00 1 32 400.00 6000 Wood and Plostics 6100 0090 Roof Sheathing included in concrete 6200 0010 Millwork Package 1.000 Isum 18 750.00 18 750.00 Wood and Plastics Total 18760.00 18,750.00 7000 Thermal and Moisture Protection I 7200 0030 Sound Insulation allowance 1.000 Isum 2.800.001 i 2,800.00 7300 0060 -Roofing Tiles 1.0001 Isum 18 745.00 18 745.00 Thermal and Moisture Protection Total 21.645.00 21 545.00 6000 1 Doors and Windows silo 0010 Hollow Metal Doors Isum I 8200 0010 Wood Doors 1.000 Isum 1 5,475.00 5475.00 8350 0010 Door 1.000 Iwm 3,660.00 3 660.00 8400 0005 Entrances and Storefronts inc inglazing) Isum 1 8800 0010 Glazing windows and exterior doors 1.000 Isum 22 180.00 22180.00 8800 0010 Glazing- shower doors 1.000 Isum 2,810.00 2.810.00 Doom and Windows Total $4126.00 34125.00 9000 :Flnishas 9200 0010 Lath and Piaster allowance 1.000 Iwm 7,50000 7 500.00 9250 0010 Gypstan Board 1.000 Isum 1 11687.77 11687.77 9550 0010 Wood Floorina Isum 9600 0010 Stone Floorinq 1.000 Isum 9 460.00 9,460.00 9900 0010 Painting int 1.000 Isurn 1 3 865.00 3,865.00 9900 0010 Pairibno (ext allowance 1.000 Isum 3,210.00 3,210.00 Finishes Total 35,722.77 36 722.77 15000 Mechanical 15400 0010 Plumbing 1.000 Isum 17 9W.00 17 936.00 15400 90W Plumbing Fixtures 1.000 each 3.345.00 3,345.00 15500 0010 HVAC 1.000 Isum 12 600.00 12 600D0 Mechanical Total 33 831.00 33-881.00 16000 Electrical 16000 0010 1 Electrical 1.000 Isum 17 345.00 17 345.00 16500 0010 1 Lighting 1.000 [sum 3 2%00 3,210.00 ElactricA Total 20 555.00 20 655.00 Grand Total SF 18,750.00 183124.07 201 874.07 • '• '= 0 0 0 0 0 '• Overhead 10,094 Subtotal 211,968 • ••• • ••• •• Profit 10,598 •. • ; .: • • • •' : Y'ot' I Estimate 222,566 . • • • • . • . • • • a:. . . e• •• 0.9 . .. .. .... . Ramcon Corp: 954-456-8776 10/24/2018 1225 MIAMI SHORES 10/24/2018 Cover Sheet PS�AfiE C�c9' Wednesday, October 24, 2018 10:58:37 AM Project Name: 1225 MIAMI SHORES • • • Project Job Size: SF • • 6666** Client Name: Mark Hutchinson • •.. Client Addressl : 1225 NE 93 Street •' • • • Client Address2: • Client City, State, Zip: Miami Shores, Florida 33138...... Client Country: Client Phone: 954-445-9705 Client Fax: Client Email: mhutchinson@dezer.com Client Web Site: Estimate Notes: Rsidential renovations, one story. file:///C:/Users/PublicIDocuments/WinEstimator/WinEstIReport%20Templates/Cover0lo20Sheets/—tpl4444.htm 1/1 4000AII&W6 f4vies 10050 N.F. SECOND AVENUE Rrp M',AMI SHORES, FLORIDA 33138-2382 TELEPHONE: (305) 795-2207 TRAVIS HENOALL FAX t-05) 756-8972 Planning 6 Zoning Director DEVELOPMENT ORDER File Number: PZ-2-22-18-05 Property Address: 1225 NE 93rd Street Miami Shores FL 33161 Property Owner/Applicant: Mark and Darlene Hutchinson Address: 1225 NE 93rd Street Miami Shores FL 33161 Agent: Victor Bruce Address: 370 NE 101 Street, Miami Shores, FL 33138 Whereas, the applicant Mark and Darlene Hutchinson (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required for an addition. Whereas, a public hearing was held on February 22, 2018 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings.. and the conditions agreed upon at the hearing: 1) Approval is granted as shown on the plans submitted and made a part of this approval. 2) Applicant to create and maintain two (2) legal parking spaces on site. Page ) of VISIT US 1 www.miamishoresvillage.com 3) Applicant to apply for and obtain all required building permits from the Building Department before beginning work. 4) Applicant to apply for and obtain all necessary permits and approvals from outside agencies. S) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and :Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami -Dade Department of Health (DOHIHRS) as required. 5) Applicant to .meet all applicable code provisions at the time of permitting. 7) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. The application with conditions was passed and adopted this 22"d day of February, 2018 by the Planning and Zoning Board as follows: Motion to approve subject to Staff s recommendations by Mr. Brady, seconded by Mr. Snow and the vote passed 3-0. Mr. Snow Yes Mr. Bergman Absent Ms. Hegedus Absent Mr. Brady Yes Chairman Busta Yes ©.5 - a'.15'_1 2O/9 (:�k_ Date John usta Chairman, Planning Board Page 2 of 2 OR Miami Shores Village E Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by Mark & Darlene Hutchinson to perform special inspector services under the Florida Building Code 6th Edition (2017) and Miami Dade County Administrative Code at the 1225 NE 93rd Street project on the below listed structure as of December/2017 (date). I am a registered arch itect/professional engineer licensed in the State of Florida. Process Number: N/Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 6th Edition (2017) _ Miami Dade County Administrative Code, Article II Section 8.22 Special Inspector for _ Trusses > 35 ft. long or 6 ft. high Steel Framing and Connections welded or bolted Y/Soil Compaction _ Precast Attachments _ Roofing Applications, Lt. Weight. Insul, Conc, Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform 00041 inspection* . 06.9 • 1. Aimee Rodriguez P.E. 2. • 3. 4. _ . eeee.. *Special inspectors utilizing authorized representatives shall insure the authorized representative i�ajlified by. • education or licensure to perform the duties assign by Special Inspector. The qualifications shal0in chide licensemass professional engineer or architect: graduation from an engineering education program in civil orstructural Sengineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Exam0atien;f or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorizes pers&"I:. performing inspection services. • l (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form Ind a sealed statement indicating that, to the best of my knowledge, belief and professional judg ne t those portions of the project outlined above meet the intent of the Florida Building Qbde ar&d are in s�t tia accordance with the approval plans. Signed and Date: Engineer/Architect Name Victor J. Bruce Print Address 370 NE 101st Street - Miami Shores �o Affidavit of Roofing Cost ti �v NY May 29, 2019 To: From: MIAMI SHORES VILLAGE BLDG DEPT KMR Roofing LLC 10050 NE 2ND AVE 10424 W SR 84 # 10 MIAMI SHORES, FL 33138 Davie FL, 33324 Building Official Ismael Naranjo 305-762-4859 naranioi@miamishoresvillaee.com Dear Building Official, I KMR Roofing LLC., being duly sworn, deposes and says: cost for the work described in the application for roofing permit # RF-05-19-1130 located at 1225 NE 93`d street Miami Shores, FL 33138 folio 11-3205-027-003 includes the cost of supplying and installing all roofing material work and other work done In connection therewith; that the final cost stated in said application of the roofing work described therein is $30,000.00 dollars: Please find attached pricing breakdown in amendment A: QUALIFYING AGENT Z� --'oz - - Signatur Qualifying Agent PRINT NAME �� G I `ri2 /2 o J5 STATE OF FLORIDA COUNTY OF DADE Sworn to and subscribed before me this / fl Day off 10111-10- .� 20 f By c V OA9 fJ /j� 'V s {S Personally mown or Produced Identification SUE M OBRIEN Notary Pudic -State of Florida Commission t GG 132903 My Comm. Expires Aug 9, 2021 RespectfQ4 Edgar Rojas Affidavit of Mechanical Cost May 29, 2019 To: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Building Official Ismael Naranjo 305-762-4859 naranioi miamishoresvillage.com Dear Building Official, From: Air Systems Contractor Inc. 9300 W Flagler Street Miami FL, 33174 305-224-3972 RECEi JEG JUN p 5 txe_ I Air Systems Contractor Inc., being duly sworn, deposes and says: cost for the work described in the application for mechanical permit MC-05-19-1090 located at 1225 NE 93rd street Miami Shores, FL 33138 folio 11-3205-027-003 includes the cost of supplying and installing all mechanical work and other work done in connection therewith; that the final cost stated in said application of the mechanical work described therein is $20,900.00 dollars: The referenced price above includes supplying and installing all mechanical work as specified on drawings from approved set of city plans. Please find attached pricing breakdown in amendment A: QUALIFYING Signat a of FualiWng ,A/ggeenntt A �y PRINT NAME /V STATE OF FLORIDA COUNTY OF DADE Sworn to and subscribed before me this Day of uy A -It 20 By g Jd-J&4 k-n — 5.y/;4r^-4 (SEA(}Personally known Respectfully submitted; Air Systems Contractor Inc. or Produced Ident' cation • SUE M OBRIEN ' ^'' • ° - ' Notary Public - State of Florida Commission GG 132903 `.. ,•, • %r. ��'� i- ° •�,,•'' MyComm.ExoiresAug 9,2021 grrdad through National Notary Assn, RLU ,vEti JUN 0 4 Z019 May 29, 2019 To: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Building Official Ismael Naranjo 305-762-4859 naranioi miamishoresvillage.com Dear Building Official, Affidavit of Electrical Cost From: RTC Electrical Corp. 3321 SW 92"d Ave Miami FL, 33165 786-227-4186 I RTC Electrical Corp., being duly sworn, deposes and says: cost for the work described in the application for electrical permit EL 12-18-3598 located at 1225 NE 93rd street Miami Shores, FL 33138 folio 11-3205-027-003 includes the cost of all electrical and other work done in connection therewith; that the estimated cost stated in said application of the electrical work described therein is $20,550.50 dollars: The actual final cost of the electrical undertaking is $21,750.50. The referenced price above includes all electrical work as specified on drawings from approved set of city plans. Please find attached pricing breakdown in amendment A: QUALIFYING AGEN U o— Signature of Q g Agent (` PRINT NAME STATE OF FLORIDA COUNTY OF DADE Sworn to and subscribed before me this Day of 20 By ��J�`-Tb OLD {SEA Personalyl known or Produced Identification Respectfully submitte Roberto To%n ra�s:. BETSy CACERES CRESPO ��. Not Public State of Florida Commission # GG 267341 '? oa Pf, My Comm. Expires Nov 20, 2022 Bonded through National Notary Assn. T- ef c-e-� LIZ � " I. . L- L1 May 29, 2019 To: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Building Official Ismael Naranjo 305-762-4859 naranioiCcDmiamishoresvillage.com Dear Building Official, JUN U n 2019 Affidavit of Plumbing Cost From: RC Plumbing Contractor 201 W Park Dr # 206 Miami FL, 33172 754-235-3828 I RC Plumbing Contractor, being duly sworn, deposes and says: cost for the work described in the application for plumbing permit PL-12-18-3591 located at 1225 NE 93d street Miami Shores, FL 33138 folio 11-3205-027-003 includes the cost of all plumbing and other work done in connection therewith; that the final cost stated in said application of the plumbing work described therein is $21,281.00 dollars: The referenced price above includes all plumbing work as specified on drawings from approved set of city plans. Please find attached pricing breakdown in amendment A: QUALIFYG Signature of Qualifyi gent PRINT NAME �Q STATE OF FLORID COUN Y OF DADE Sworn to subscribed before me this ` 1 O� ^' Day of 0 9 20 LUIS O. ROMAN MY COMMISSION # GG 048039 Bonded Ttwu Notary Public Respectfully submitted; Rafael Crespo {SEAL} Personally known �• LUIS O. ROMAN MY COMMISSION # GG 048039 ;y W EXPIRES; November, 16, 2020 •. bonded Thru Notary Public Unde W1ten 'Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 HOLD HARMLESS R1:1'.;79VED OCT 2 9 2018 Ot-41 PROPERTY LOCATED AT: t) F R3 R� 1 4 VnA as contractor of record of the subject property, Permit number RC S- (— ) y would like to request an early start permit as allowed under section 105.12 of the 2017 Florida Building Code for the scope of work delineated in the building permit application and plan prior to the final approval and issuance of the permit, provided the work does not proceed past the first required inspection. I agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from missed inspection of the above mention permit. I furthermore assume responsibility for the correction, if required, of work performed under the above permit. koi A Print Name General Contractor, qualifier State of Florida County of Dade: Signature. The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this day of _006XIL Notary Public, State of Florida at Large ,• "ri •.,, MEUSSA REKAU MY COMMISSION # GG 008152 EXPIRES: November 1, 2020 Bonded Thru Notary PubNc Undnwritert Maharai Gonzalez From: Sent: To: Subject: Attachments: Sent from my Whone Begin forwarded message: Mark Hutchinson <mhutchinson@dezer.com> Monday, October 29, 2018 2:55 PM Maharai Gonzalez Fwd: Early start. image003 jpg; ATT00001.htm; Hold Harmless for early start..docx; ATT00002.htm From: Ismael Naranjo <Naraniol@msvfl.gov> Date: October 25, 2018 at 4:16:19 PM EDT To: "mhutchinson@dezer.com" <mhutchinson@dezer.com> Subject: Early start. Good afternoon Mark, Attached please fin the hold harmless letter required for the early start. Your contractor needs to submit the form along with the base permit fee for the master. Thank you. Ismael Naranjo, BO Building Director r -- c-GCI�EP May 29, 2019 To: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Building Official Ismael Naranjo 305-762-4859 naranioi@miamishoresvillaRe.com Dear Building Official, KMR Construction Affidavit of Construction Cost From: KMR Construction Mgt, Inc. 10424 W SR 84 # 10 Davie FL, 33324 MAY 31 2019 � I Kevin M Rafferty, President KMR Construction Management Inc. being duly sworn, deposes and says: the cost for the work described in the application for building permit number RC-5-18-1413, for the property located at 1225 NE 93 Street, Miami Shores FL 33138, has an application value of $133,305.00. The actual final cost for construction is $161,575.00. This includes a value of $16,150 for laminated glass windows and doors. There are also owner allowances totaling $66,500 in the contract for cabinets, flooring and shower wall materials, countertop materials, appliances, electrical and plumbing fixtures, interior doors and hardware and baseboards; In addition to the master permit, there are 4 sub permits for roofing, mechanical, electrical, and plumbing. The respective values of these contracts are: $30,000 for roofing, permit #RF-05-19- 1130; $20,900 for mechanical, permit #MC-05-19-1090; $21,750.50 for electrical, permit #EL 12- 18-3598; $21,281 for plumbing, permit #PL-05-18-3591. Total value of all contracts and subcontracts including the $66,500 owner allowance is $255,506 for the above listed property. Please find attached pricing breakdown in amendment A: QUALI A NT Idnature 1 mg Agent PRINT NAME L" JA,/ STATE OF FLORIDA COUNTY OF DADE Sworn to and subscribed before me this Day i I 20 \\\\\ of �� i` •• My C M'•:�'/s ��i Mdl�til/�, cP� B(SEAL) y� Personally known zao or Produ enti is too 2� �• NX: ,��• �� — y2 jcli-A Respectfully submitted; * //�i��/ zVde irdnua Ra#artf i wiO 6% Kyle Rafferty - Owner's Representative Office 954-342-3400 1 Cell 786-299-3843 10424 W SR 84 Bay 10 Davie, FL 33324 KMR Construction Management Inc Sales Representative 10424 W State Road 84, Kyle Rafferty 10 kylerafferty92@gmail.com Davie, FL 33324 KM 11 License: FL CGC 025772 O N 11'IJ' �C,r,3! Mark Hutchinson Estimate # 1069 1225 NE 93rd street Miami Shores, FL 33138 Date 10/26/2018 Item _ Description_ _ i4 ll Qty , Price Amount New Roof Replace existing roof with new tile roof 1.00 $30,000.00 $30,000.00 Eco Windows & Doors supply and instal all new impact windows and doors. 1.00 $16,150.00 $16,150.00 (includes hurricane impact garage door) Demolition Demo as specified on plans. Price includes 1.00 $4,500.00 $4,500.00 dumpsters and hauling away. Building Exterior patch areas around windows and doors. 1.00 $3,800.00 $3,800.00 Paint exterior of the house. (includes material) Building Interior Buildout new partition & chase walls as specified on 1.00 $40,350.00 $40,350.00 plans. skim coat finish and paint throughout house. (1 coat of primer & 2 coats of paint) Includes labor and material. Install new tile floor throughout house. -labor only install all Finish carpentry- labor only Install kitchen cabinets, countertops, and appliances. Structural Convert existing car port into garage and build out 1.00 $30,275.00 $30,275.00 foyer as specified on plan. Perform all structural work as specified on plans. Electrical All work to be performed as specified on plans. 1.00 $21,750.00 $21,750.00 Price includes all material except finished fixtures. Plumbing All work to be performed as specified on plans. All 1.00 $21,281.00 $21,281.00 material is included except finished fixtures. Mechanical All work to be performed as specified on plans. 1.00 $20,900.00 $20,900.00 Price includes all material. Owners Allowance Kitchen cabinets, countertops, and appliances. 1.00 $40,000.00 $40,000.00 Owners Allowance Plumbing fixtures, trim, and bath vanities. 1.00 $8,000.00 $8,000.00 Owners Allowance Light fixtures 1.00 $3,000.00 $3,000.00 Owners Allowance floor and wall tiles 1.00 $12,000.00 $12,000.00 Item Description Qty Price Amount Owners Allowance Interior Doors & and baseboard 1.00 $3,500.00 $3,500.00 Sub Total $255,506.00 Total $255,506.00 S P E C I A L I N S T R U C T I O N S Price includes all labor and material required to perform the work as specified on plans and includes a total allowance of $66,500 used towards finished material. If total allowance is not used then a credit to the owner will be credited on the final invoice. If owner goes over the allowance then KMR will present receipts upon final invoice for reimbursements of material. 9 Rock-Engineerina. Inc STRUCTURAL CALCULATIONS HUTCHINSON RESIDENCE -ADDITION & INTERIOR RENOVATION Phone: 786.285. 7157 PREPARED BY: AIMEE RODRIGUEZ, PE. LICENSE No. 69701 CA No. 29652 Fax: 305.258.3345 Email: aimee@skyrockeng.com L STRUCTURAL CALCULATIONS INDEX �AUES • • •• ..... WIND LOAD CALCULATIONS 6 goo '•"" 00 • • ....: . .. . .. . .. .... ROOF DESIGN . 11 — 15•• ' FOUNDATION DESIGN 16 — 17 WALL DESIGN 18 — 20 WIND LOAD CALCULATIONS 0000 . loll ••loll .. 0 • 000 • 000000 • • loll., loll.. loll • „ • loll.. loll' l o . ol.el. ' •• loll. . . 00 ' . , e : loll . .. e. .000ll loll.. • • • • , l l • , . , •. o l e o • l. l. l 00 . o. . o e o e. o 0 MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2018 www.mecaenterprises.com Date 5/10/2018 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\WORK\MY PROJECTS\2018\(18019) 1225 NE 93rd street (Victor)\CALC\WIND gable .wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph *see Structural Category = II Exposure Category ; _ '..Q•• Natural Frequency = N/A Flexible Structure ••�_� .Np.. ��:� ImportanceFactor = 1.00 Kd Directional Factdf•o�. i.p0 • • . Damping Ratio (beta) = 0.01 •..••. "'••• Alpha = 9.50 Zg �•••F 909.00.ft �••..: At = 0.11 Bt .•.F I,VA • ' • Am = 0.15 Bm . 0..65. .•.•. . . Cc = 0.20 1 50Vw0-Qift ••.•• Epsilon = 0.20 Zmin •...., 15.Q0 ft " "'• Slope of Roof = 3 : 12 Slope of Roof(Thetai) ,= 4.04 De g Ht: Mean Roof Ht = 15.00 ft Type of Roof . .= Ga l�ed�• " '••• RHt: Ridge Ht = 16.00 ft Eht: Eave Height ft :....: OH: Roof Overhang at Eave= 2.00 ft Roof Area = 158.Ob.ft^' • 2 '• • Bldg Length Along Ridge = 72.00 ft Bldg Width Across Ridge= 55.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q:(1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.91 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z = 4.95 Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure MWFRS-Wall Pressures for Wind Normal to 55 ft wall L/B = 1.31 ph: Net Pressure at top of wall (windward + leeward) = 37.15 psf _ p0: Net Pressure at bottom of wall (windward + leeward) = 37.15 psf ps: Side wall pressure acting uniformly outward = .57 * ph = 21.21 psf pl: Leeward wall pressure acting uniformly outward = .35 * ph= 12.85 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.29 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 24.29 psf C� MWERS-Wall Pressures for Wind Normal to 72 ft wall • L/B = ph: Net Pressure at top of wall (windward + leeward) _ p0: Net Pressure at bottom of wall (windward + leeward) _ ps: Side wall pressure acting uniformly outward = .54 * ph = pl: Leeward wall pressure acting uniformly outward = .38 * ph= pwh: Windward wall pressure acting uniformly outward = ph-pl = pw0: Windward wall pressure acting uniformly outward = p0-pl = See Fig 27.6-2 for Parapet wind Wall Pressi See Table 2 Elevation Roof Pressures See Table 27.6-2 • •.... .... Mean roof ht. ....' Wind -->► l3 • Plan 0.76 38.70 psf 38.70 psf 20.90 psf 14.71 psf 23.99 psf 23.99 psf Net Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor = 1.000 Zone Load Casel Load Case2 ---- Psf ---------- Psf ---------- 1 -35.31 5.16 2 -24.34 -7.20 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of 10' indicates that the zone/load case is not applicable. Gabled Roof Roof Overhang Loads (Figure 27.6-3): Load Case 1: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Load Case 2: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Roof edge preoatre from t7hiw /_tmv, i (/P 3 Pt -26.48 psf -27.03 psf 3.87 psf .00 psf • • • • • • MECAWind Version 2.1.0.6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2018 www.mecaenterprises.con Date 5/10/2018 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\WORK\MY PROJECTS\2018\(18019) 1225 NE 93rd street (Victor)\CALC\WIND gable .wnd a .... "• r..:41. ....:. t. r - - -,,ti - a 3 Gable Roof l <= 6 �--= 4- a Wind Pressure on Components and Cladding (Ch 30 Part 1) A11 pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 5.5 ft Description Width Span Area Zone Max Min Max P Min P -------------------------------------------------------------------------- ft ft ft^2 GCp GCp psf psf 10SF 2.00 5.00 10.0 1 0.50 -0.90 27.15 -43.13 10SF 2.00 5.00 10.0 2 0.50 -1.70 27.15 -75.07_ 10SF 2.00 5.00 10.0 3 0.50 -2.60 27.15 -111.01 10SF 2.00 5.00 10.0 2H 0.50 -2.20 19.97 -87.85 10SF 2.00 5.00 10.0 3H 0.50 -3.70 19.97 -147.75 25SF 5.00 5.00 25.0 1 0.42 -0.86 23.98 -41.54 25SF 5.00 5.00 25.0 2 0.42 -1.50 23.98 -67.13 25SF 5.00 5.00 25.0 3 0.42 -2.36 23.98 -101.48 25SF 5.00 5.00 25.0 2H 0.42 -2.20 16.79 -87.85 25SF 5.00 5.00 25.0 3H 0.42 -3.22 16.79 -128.68 50SF 5.00 10.00 50.0 1 0.36 -0.83 21.57 -40.33 50SF 5.00 10.00 50.0 2 0.36 -1.35 21.57 -61.12 50SF 5.00 10.00 50.0 3 0.36 -2.18 21.57 -94.26 50SF 5.00 10.00 50.0 2H 0.36 -2.20 16.00 -87.85 50SF 5.00 10.00 50.0 3H 0.36 -2.86 16.00 -114.25 100SF 10.00 10.00 100.0 1 0.30 -0.80 19.17 -39.13 100SF 10.00 10.00 100.0 2 0.30 -1.20 19.17 -55.11 4 100SF 10.00 10.00 100.0 3 0.30 -2.00 19.17 -87.05 100SF 10.00 10.00 100.0 2H 0.30 -2.20 16.00 -87.85 100SF 10.00 10.00 100.0 3H 0.30 -2.50 16.00 -99.83 WINDOW 3.00 3.00 9.0 4 1.00 -1.10 47.12 -51.11 WINDOW 3.00 3.00 9.0 5 1.00 -1.40 47.12 -63.09 DOOR 6.67 3.00 20.0 4 0.95 -1.05 44.99 -48.99 DOOR 6.67 3.00 20.0 5 0.95 -1.29 44.99 -58.84 WALL 2.00 9.00 27.0 4 0.92 -1.02 44.08 -48.07 WALL 2.00 9.00 27.0 5 0.92 -1.25 44.08 -57.01 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 39.93 psf ••.. • • ... • •. . 0000 .... 00 • ..... . .. .. .. .. •••.0900 •. • • • • . • . . .. . .. . . : ...... a MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2018 www.mecaenterprises.con Date 5/10/2018 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\WORK\MY PROJECTS\2018\(18019) 1225 NE 93rd street (Victor)\CALC\WIND.wnd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph ..•• Structural Category = II Exposure Category �`� �•.�.' Natural Frequency = N/A Flexible Structure '• _• •No•. �•��• • Imbortance Factor = 1.00 Kd Directional Factdt•;�• Damping Ratio (beta) = 0.01 •••••• •��"�� Alpha = 9.50 Zg .•••� 90G•00•ft • ••••: At = 0.11 Bt .•.� i.b,Q' ' Am = 0.15 BM ••••a 0. 6 5 •"•• • Cc = 0.20 1 ••'..� 50b..0'q,:ft •.... Epsilon = 0.20 Zmin •••••i 15.0.0 ft ��:' Slope of Roof = 3 : 12 Slope of Roof (Theta) • Z 1.4. 0 De g �• Ht: Mean Roof Ht = 15.00 ft Type of Roof • •= Hi 2d4• ." "' RHt: Ridge Ht = 16.00 ft Eht: Eave Height �••� .= ,170 ft :•.•.; OH: Roof Overhang at Eave= 2.00 ft Roof Area = 19$�OQ•ft^� • 2 Bldg Length Along Ridge = 72.00 ft Bldg Width Across Ridge= 55.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.91 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 Topographic Adjustment ' 0.33*z = 4.95 Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure _ MWFRS-Wall Pressures for Wind Normal to 55 ft wall L/B = 1.31 ph: Net Pressure at top of wall (windward + leeward) = 37.15 psf _ p0: Net Pressure at bottom of wall (windward + leeward) = 37.15 psf ps: Side wall pressure acting uniformly outward = .57 * ph = 21.21 psf pl: Leeward wall pressure acting uniformly outward = .35 * ph= 12.85 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.29 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 24.29 psf 0 MWFRS-Wall Pressures for Wind Normal to 72 ft wall L/B ph: Net Pressure at top of wall (windward + leeward) _ p0: Net Pressure at bottom of wall (windward + leeward) _ ps: Side wall pressure acting uniformly outward = .54 * ph = pl: Leeward wall pressure acting uniformly outward = .38 * ph= pwh: Windward wall pressure acting uniformly outward = ph-pl = pw0: Windward wall pressure acting uniformly outward = p0-pl = See Fig 27.6-2 for Parapet wind Wall Pressi See Table 2 Elevation . . Roof Pressures •• See Table 27.6-2 • • • • • • Mean roof ht. • • • • Wind • h B Plan 0.76 38.70 psf 38.70 psf 20.90 psf 14.71 psf 23.99 psf 23.99 psf Net Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor = 1.000 Zone Load Casel Load Case2 ---- Psf ---------- psf 1 -35.31 ---------- 5.16 2 -24.34 -7.20 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of '0' indicates that the zone/load case is not applicable. n. % I.- 0.91 4 Hipped Roof Roof Overhang Loads (Figure 27.6-3): Load Case 1: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Load Case 2• Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 R('N)t CdiiC nrn <LvnrF frnm triM.- �Vn.'ti P) ind Direction -26.48 psf -27.03 psf 3.87 psf .00 psf • ••• • •• . • • • •. .• • .....• •• • • • 09 MECAWind Version 2.1.0.6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2018 www.mecaenterprises.cor Date 5/10/2018 Project No. Company Name Designed By Address Description City Customer Name State File Location: C:\WORK\MY PROJECTS\2018\(18019) Proj Location 1225 NE 93rd street (Victor)\CALC\WIND.wnd Roof not 1 �+ • shown i ••J2- /):5) i J0-'o • -,�4 , ,. ..1 41 2L - 5' a 3, .••5 . •••••• WAS r a •• • •• Hip Roof ; -: 9 = = 2 • . • • • • • Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Description ------------ 10SF 10SF 10SF 10SF 10SF 25SF 25SF 25SF 25SF 25SF 50SF 50SF 50SF 50SF 50SF 100SF 100SF 100SF 100SF 100SF WINDOW WINDOW DOOR DOOR WALL Width of Pressure Coefficient Zone "a" = 5.5 ft Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ----------------------------------------- 2.00 5.00 10.0 1 0.50 -0.90 27.15 -43.13 2.00 5.00 10.0 2 0.50 -1.70 27.15 -75.07 2.00 5.00 10.0 3 0.50 -1.70 27.15 -75.07 2.00 5.00 10.0 2H 0.50 -2.20 19.97 -87.85 2.00 5.00 10.0 3H 0.50 -3.70 19.97-147.75 5.00 5.00 25.0 1 0.42 -0.86 23.98 -41.54 5.00 5.00 25.0 2 0.42 -1.50 23.98 -67.13 5.00 5.00 25.0 3 0.42 -1.50 23.98 -67.13 5.00 5.00 25.0 2H 0.42 -2.20 16.79 -87.85 5.00 5.00 25.0 3H 0.42 -3.22 16.79-128.68 5.00 10.00 50.0 1 0.36 -0.83 21.57 -40.33 5.00 10.00 50.0 2 0.36 -1.35 21.57 -61.12 5.00 10.00 50.0 3 0.36 -1.35 21.57 -61.12 5.00 10.00 50.0 2H 0.36 -2.20 16.00 -87.85 5.00 10.00 50.0 3H 0.36 -2.86 16.00-114.25 10.00 10.00 100.0 1 0.30 -0.80 19.17 -39.13 10.00 10.00 100.0 2 0.30 -1.20 19.17 -55.11 10.00 10.00 100.0 3 0.30 -1.20 19.17 -55.11 10.00 10.00 100.0 2H 0.30 -2.20 16.00 -87.85 10.00 10.00 100.0 3H 0.30 -2.50 16.00 -99.83 3.00 3.00 9.0 4 1.00 -1.10 47.12 -51.11 3.00 3.00 9.0 5 1.00 -1.40 47.12 -63.09 6.67 3.00 20.0 4 0.95 -1.05 44.99 -48.99 6.67 3.00 20.0 5 0.95 -1.29 44.99 -58.84 2.00 9.00 27.0 4 0.92 -1.02 44.08 -48.07 Em WALL 2.00 9.00 27.0 5 0.92 -1.25 44.08 -57.01 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 39.93 psf ROOF DESIGN mhSk oc yR.Eng veering, Inc SOB: /�� CA No. 29652 www.skyrockeng.com SHEET No.: OF ?� EMAIL: aimee@skyrockeng.com CALCULATED BY: Phone: 786 285 7157 Fax: 305. 258 3345 ty 2 33 .... ...... ...... .. . ...... .... .... ...... 6-,trcX� �ScyRock�Engineering, Inc SOB: CA No. 29652 www.skyrockeng.com SHEET No.: Z OF Z� EMAIL: aimee@skyrockeng.com CALCULATED BY: � DATE: 6 Phone: 786 285 7157 Fax: 305 258 3345 vRockEngineering, Inc nuJo6:1z�- CA No. 29652 www.skyrockeng.com SHEET No.: /3 OF EMAIL: aimee@skyrockeng.com CALCULATED BY: DATES Phone: 786 285 7157 Fax: 305.258 3345 771 1,2 . . . S -� S� .... .. o �- �g X-711� s� vi-z �s /085 Z4 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the "Printing & Title Block' selection. Project Title: Engineer: Project Descr. (/¢ Project ID: Printed: 10 MAY 2019, 11:13AM Steel Beam File =C:IWORKIMYPROJ-1120181t18o19-11CALClr.*.ec6 ENERCALC, INC.1983.2017, Bu0d:6.17.3.29, Ver.6.17.6.30 Description: TIE BEAM REINF CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method: Load Resistance Factor Design Fy : Steel Yield: 36.0 ksi Beam Bracing: Completely Unbraced E: Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending - - _ •••. D 0.2 0.2 • • • • Span = 11.e30 ft • � • L6x6x7/16 •• •• •• •• • •••.• • Applied Loads Service loads entered. Load Factors Abe applied for calculat6rr.. •: Beam self weight calculated and added to loadinq . • . • Uniform Load: D = 0.270, Lr = 0.20 k/ft, Tributary Width =1.0 ft ' • • _DESIGN SUMMARY Maximum Bending Stress Ratio = 0.978: 1 Maximum Shear Stress Ratio = 0.077 :-1 Section used for this span L6x6x7/16 Section used for this span L6x6x7/16 1 Mu : Applied 11.627 k-ft Vu : Applied 3.931 k Mn * Phi: Allowable 11.891 k-ft Vn' Phi: Allowable 51.030 k Load Combination +1.20D+1.60Lr+0.50L+1.60H Load Combination +1.20D+1.60Lr+0.50L+1.60H Location of maximum on span 5.915ft Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.173 in Ratio = 818 >=360 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.423 in Ratio = 336 >=180 Max Upward Total Deflection 0.000 in Ratio = 0 <180 j Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V max Mu + max Mu - Mu Max Mnx Phi'Mnx Cb Rm WMax Vnx Phi'Vnx Dsgn. L = 11.83 ft 1 0.592 0.047 7.03 7.03 13.21 11.89 1.14 1.00 2.38 56.70 51.03 +1.20D+0.50Lr+1.60L+1.60H Dsgn. L = 11,83 ft 1 0.654 0.052 7.78 7.78 13.21 11.89 1.14 1.00 2.63 56.70 51.03 +1.20D+1.60L+0.50S+1.60H - Dsgn. L = 11.83 It 1 0.507 0.040 6.03 6.03 13.21 11.89 1.14 1.00 2.04 56.70 51.03 +1.20D+1.60Lr+0,50L+1.60H Dsgn. L = 11.83 ft 1 0.978 0.077 11.63 11.63 13.21 11.89 1.14 1.00 3.93 56.70 51.03 +1.20D+1.60Lr+0.50W+1.60H Dsgn. L = 11.83 ft 1 0.978 0.077 11.63 11.63 13.21 11.89 1.14 1.00 3.93 56.70 51.03 +1.20D40.50L+1.60S+1.60H Dsgn. L = 11.83 ft 1 0.507 0.040 6.03 6.03 13.21 11.89 1.14 1.00 2.04 56.70 51.03 +1.20D+1.60S+0.50W+1.60H Dsgn. L = 11.83 It 1 0.507 0.040 6.03 6.03 13.21 11.89 1.14 1.00 2.04 56.70 51.03 +1.20D+0.50Lr+0.50L+W+1.60H Dsgn. L = 11.83 ft 1 0.654 0.052 7.78 7.78 13.21 11.89 1.14 1.00 2.63 56.70 51.03 +1.20D 10.50L+0.50S+W+1.60H Dsgn. L = 11.83 ft 1 0.507 0.040 6.03 6.03 13.21 11.89 1.14 1.00 2.04 56.70 51.03 +1.20D+0.50L+0.70S+E+1.60H Dsgn. L = 11.83 ft 1 0.507 0.040 6.03 6.03 13.21 11.89 1.14 1.00 2.04 56.70 51.03 +0.90D+W. 0.90H Dsgn. L = 11.83 ft 1 0,380 0.030 4.52 4.52 13.21 11.89 1.14 1.00 1.53 56.70 51.03 +0.90D+E+0.90H Dsgn. L = 11.83 ft 1 0.380 0,030 4.52 4.52 13.21 11.89 1.14 1.00 1.53 56.70 51.03 Title Block Line 1 Project Title: f J! You can change this area Engineer: Project ID: using the 'Settings' menu item Project Descr: and then using the 'Printing & Title Block' selection. Title Block Line 6 P tA:10 MAY 2018.11:13AM Steel Beam RIe=C:IWORKIMYPROJ-1120181(18019-11CALCIcalc.ec6 W.AWATTI11,411 HI ENERCALC, INC.1983-2017. Build:6.17.3.29, Ver.6.17.6.30 Description : TIE BEAM REINF Overall Maximum Deflections Loaa UomDlnation Span Max. "' Deti Location in Span Load Combination Max.'+ Dell Location in Span +D+Lr+H 1 0.4226 5.949 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.882 2.882 Overall MINimum 1.019 1.019 +O+H 1.699 1.699 0000 +D+L+H 1.699 1.699 • • •••••• •••••• +D+Lr+H 2.882 2.882 • • • • : • • • +D+S+H 1.699 1.699 • V: • +D40.750Lr+0.750L+H 2.586 2.586 •••••• • •• • ••• ••• +D+0.750L+0.750S+H 1.699 1.699 • • • • : • • • • +D+0.60W+H 1.699 1.699 • see* • • • • • +D+0.70E+H 1.699 1.699 • • • • • • • • • • • • +D+0.750Lr+0.75OL+0.450W+H 2.586 2.586 • • • • • • • • • • • • • +D+0.750L+0.750S+0.450W+H 1.699 1.699 • • • • • • • • 000000 +D+0.750L+0.750S+0.5250E+H 1.699 1.699 • • • • • • • • • +0.60D+0.60W+0.60H 1.019 1.019 ; • ; ; +0.60D+0.70E+0.60H 1.019 1.019 . • • • • • • • • • • • 0Only 1.699 1.699 • • • •••••• Lr Only 1.183 1.183 • • • L Only • • S Only W Only E Only H Only FOUNDATION DESIGN SkyRock�Engineering, Inc SOB: �2zS A/"93' CA No. 29652 www.skyrockeng.com SHEET No.: / 7 OF EMAIL: aimee@skyrockeng.com CALCULATED BY: 14tz DATE:S Phone: 786 285 7157 Fax: 305. 258 3345 Vv 9 " 74/ 4 oil - / - I �) .) (� P' �4- O,lK- ...... ... ...... .... .. . .... . .. ..... ...... . . ..... .... .... ...... 0. t, 39z,i WALL DESIGN SkyRock,�En�m a,neerin, 2-� e�P� JOB: ..z S��,c CA No. 29652 www.skyrockeng.com SHEET No.: lF OF EMAIL: aimee@skyrockeng.com CALCULATED BY: _ DATE:4%/� Phone: 786 285 7157 Fax: 305.258 3345 14j, �_t 17e' e r, Reinforced Wall Properties for Load Combinations Including Section 2.22.3 0-1 Wind or Seismic (includes 1/3 increase in allowable stresses) Wall Width 8 in Allowable Stresses including 1/3 stress increase: f m = 2000 pii Fv = 45 psi = 60 psi Partially Grouted Masonry Fb = 667 psi = 889 psi Bar size # 5 Fs = 24,000 psi = 32,000 psi Reinforcement Properties Concrete Masonry Properties Bar area = 031 in' tf. = 1.25 in Es 29,000,000 psi t. = 1 in fy = 60,000 psi Em = 2,460,000 psi 4 3/4" Resisting Moment and Shear for Bars Positioned on the Tension Side - ' , - • For Effective Depth, d = 4.75 in - r • • 7 5/8-* Bar �••• •• Spacing p p ' k MM Ms • Nlb/ft vft in in22 ft in—lb/ft in—lb/ft� �i • 16 0.230 0.0040 0.265 0.912 29 028 3189 9 028 2,196 24 1 0.153 0.0027 0.222 0.926 24,753 215 • 1 59Q 3 147 32 0.115 0.0020 0.196 0.935 22,007 16,347 .16 34Z 177 40 0.092 0.0016 0.177 0.941 20 043 13,1 3,164 3 198 48 0.077 0.0013 0.163 0.946 18,544 11025 100214 56 0.077 0.0013 0.163 0.946 15 895 9,450 9,450 2,755 64 0.077 0.0013 0.163 0.946 13 908 8,2691 8 269 2 411 721 0.0771 0.0013 0.163 0.9461 1223631 7,3501 7,3501 2,143 3� Resisting Moment and Shear for Bars Positioned at the Center of the Wall For Effective Depth, d = 3.81 in ' 7s8" Note: When calculating shear or diagonal tension stresses, shear walls which resist seisnuc forces shall be designed to resist 1.5 times the seismic shear forces obtained from an analysis of the building. 295 ®SkyRock�Enaineering, Inc JOB:�7,.5A i ? / CA No. 29652 www.skyrockeng.com SHEET No.: OF EMAIL: aimee@skyrockeng.com CALCULATED BY: DATE- i Phone: 786 285 7157 Fax: 305.258 3345 4 i 41 Hutchinson Residence Interior Renovation 0 .1 No 69808 O'.. S TA •�441 0 Edwin Cerna, PE 05-09-2018 Location Miami, FL Building owner Program user EC Company Comments By EC Dataset name X:ITRACE 700 Projects\EC ENG1Miami Templates V4.trc Calculation time 10:39 AM on 05/09/2018 TRACE® 700 version 6.3.1 Location Miami, Florida Latitude 25.0 deg Longitude 80.0 deg Time Zone 5 Elevation 7 ft Barometric pressure 29.9 in. Hg Air density 0.0760 Ib/cu ft Air specific heat 0.2444 Btu/ib-°F Density -specific heat product 1.1151 Btu/h-cfm•°F Latent heat factor 4,908.6 Btu-min/h•cu ft Enthalpy factor 4.5619 lb•min/hr-cu ft Summer design dry bulb 91.0 OF Summer design wet bulb 78.2 OF Winter design dry bulb 47.0 OF Summer clearness number .• .. . • Winter clearness n•umber • . • . • • •• • • Summer ground reflectonoe . . Winter groum4 refleebarioe: • Carbon Dioxide Level Design sigUat"rperigdd • • • Cooling Idad melhodpldgy • • Heating load meihodol4g)4 0.95 *0.95 :•: '. 0.20 ••'0.20 400 ppm • • �%Vuary- December ' • • 7WD-TA1 ... UATD 1 �. ... . . . . .. • • . ■ /1I4N..G700 - • • • • • • • • cwWhensir Wkinysnsiysis f '* • • • • • • • • • eaRwen f—Trans • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • r If Room Checksums By EC AHU-1 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 11 / 15 Mo/Hr: 11 / 15 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83 / 70 / 89 OADB: 83 OADB: 47 SADB 52.9 75.5 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Ra Plenum Return 76.5 76.5 68.9 68.9 Sens. + Lat. Sens. + Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.5 68.9 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 3,269 3,269 7 0 0 Roof Cond 0 -1,964 16.57 Glass Solar 19,350 0 19,350 43 19,350 49 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 1,131 0 1,131 3 1,131 3 Glass/Door Cond -3,987 -3,987 33.64 Wall Cond 2,680 817 3,498 8 2,680 7 Wall Cond -3,231 -4,246 35.83 Cooling Heating Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Diffuser 1,600 1,600 Floor 0 0 0 0 0 Floor 0 0 0.00 Terminal 1,600 1,600 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0.00 Main Fan 1,600 1,600 Infiltration 2,665 2,665 6 631 2 Infiltration -1,935 -1,935 16.33 Sec Fan 0 0 Sub Total =_> 25,825 4,087 29,912 67 23,792 60 Sub Total =_> -9,153 -12,131 102.37 Nom Vent 0 0 Internal Loads Internal Loads AHU Vent 0 0Infil Lights 9,656 0 9,656 21 9,656 25 Lights 0 0 0.00 MinStop/Rh 75 0 75 0 People 1,400 0 1,400 3 980 2 People 0 0 0.00 Return 1,675 1,675 Misc 4,096 0 4,096 9 4,096 10 Misc 0 0 0.00 Exhaust 75 75 Sub Total =_> 15,152 0 15,152 34 14,732 37 Sub Total =_> 0 0 0.00 Rm Exh 0 0 Ceiling Load 870 -870 0 0 870 2 Ceiling Load -677 0 0.00 Auxiliary Leakage Dwn 0 0 0 0 Ventilation Load 0 0 0 0 0 0 Ventilation Load 0 0 0.00 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid. Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing Exhaust Heat 0 -123 0 -123 0 0 0 0 Exhaust Heat 95 -0.80 ENGINEERING CKS OA Preheat Diff. 0 0.00 Sup. Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret. Fan Heat 0 0 0 Additional Reheat 0 0.00 % OA 0.0 0.0 Duct Heat Pkup 0 0 0 System Plenum Heat 186 -1.57 cfm/ft' 0.85 0.85 Underfir Sup Ht Pkup 0 0 Underfir Sup Ht Pkup 0 0.00 cfm/ton 427.22 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 Whon 503.63 Grand Total =_> 41,848 3,094 44,942 100.00 39,394 100.00 Grand Total =_> -9,830 -11,850 100.00 Btulhr•ft' No. People 23.83 4 -6.28 COOLING COIL SELECTION • • • • Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR • • Leave 1;B/MIB1!i ton MBh MBh cfm °F °F gr/lb " "" °F"gr/16 Main Clg 3.8 44.9 42.5 1,600 76.5 59.9 50.5 52.9 49.6 47.7 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 • • -0•0 0.0 . U Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0; a :).0 O.C• • O.Q Total 3.8 44.9 ' • • • • • • ••• • • Project Name: Hutchinson Residence Interior Renovation Dataset Name: Miami Templates V4.trc • • AREAS . • Gross Total Glass • • • • ft, Floor 1,886 ParL • 0 In: Ddor: 0 • ExRm • • 0 R%qf; • • • 1,886 0 0 Wall 1,350 262 19 Ext Door 0 0 0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEATING COIL SELECTION Capacity Coil Airflow Ent Lvg MBh cfm °F °F Main Htg -11.9 1,600 68.9 75.5 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -11.9 TRACE® 700 v6.3.1 calculated at 10:39 AM on 05/09/2018 Alternative - 1 System Checksums Report Page 1 of 2 t AH U-2 COOLING COIL PEAK Peaked at Time: Mo/Hr: 6 / 18 Outside Air: OADB/WB/HR: 86 / 75 / 115 Space Plenum Net Percent Sens. + Lat. Sens. + Lat Total Of Total Btu/h Btu/h Btu/h (%) Envelope Loads Skylite Solar 0 0 0 0 Skylite Cond 0 0 0 0 Roof Cond 0 1,834 1,834 5 Glass Solar 7,829 0 7,829 23 Glass/Door Cond 2,222 0 2,222 7 Wall Cond 2,069 804 2,873 9 Partition/Door 0 0 0 Floor 0 0 0 Adjacent Floor 0 0 0 0 Infiltration 2,262 2,262 7 Sub Total =_> 14,381 2,638 17,019 51 Internal Loads Lights 6,816 0 6,816 20 People 1,400 0 1,400 4 Misc 8,533 0 8,533 25 Sub Total =_> 16,749 0 16,749 50 Ceiling Load 551 -551 0 0 Ventilation Load 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid. Ov Sizing 0 0 Ov/Undr Sizing 0 0 0 Exhaust Heat -78 -78 0 Sup. Fan Heat 0 0 Ret. Fan Heat 0 0 0 Duct Heat Pkup 0 0 0 Underflr Sup Ht Pkup 0 0 Supply Air Leakage 0 0 0 Grand Total==> 31,681 2,009 33,691 100.00 Room Checksums By EC CLG SPACE PEAK Mo/Hr: 6 / 18 OADB: 86 Space Percent Sensible Of Total Btu/h (%) Envelope Loads 0 0 Skylite Solar 0 0 Skylite Cond 0 0 Roof Cond 7,829 27 Glass Solar 2,222 8 Glass/Door Cond 2,069 7 Wall Cond 0 0 Partition/Door 0 0 Floor 0 0 Adjacent Floor 498 2 Infiltration 12,618 43 Sub Total ==> Internal Loads 6,816 23 Lights 980 3 People 8,533 29 Misc 16,329 55 Sub Total ==> 551 2 Ceiling Load 0 0 Ventilation Load 0 0 Adj Air Trans Heat Ov/Undr Sizing 0 0 Exhaust Heat OA Preheat Diff. RA Preheat Diff. Additional Reheat System Plenum Heat Underflr Sup Ht Pkup Supply Air Leakage 29,498 100.00 Grand Total ==> COOLING COIL SELECTION • • • Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR • • Leone DB/1i/BYi ton MBh MBh cfm °F °F gr/lb " "• °F••gr/IS Main Cig 2.8 33.7 31.5 1,200 76.7 60.3 51.9 53.0 50.2 49.5 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 • • •0,0 0.0 • Q.Q Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0; b.0 0.p • 0.Q Total 2.8 33.7 • • • • • • HEATING COIL PEAK Mo/Hr: Heating Design OADB: 47 Space Peak Coil Peak Percent Space Sens Tot Sens Of Total Btu/h Btu/h (%) 0 0 0.00 0 0 0.00 0 -1,040 11.34 0 0 0.00 -4,502 -4,502 49.10 -1,769 -2,468 26.92 0 0 0.00 0 0 0.00 0 0 0.00 -1,024 -1,024 11.17 -7,296 -9,034 98.53 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 -358 0 0.00 0 0 0.00 0 0 0 0 0 0.00 50 -0.55 0 0.00 0 0.00 0 0.00 -186 2.02 0 0.00 0 0.00 -7,654 -9,170 100.00 • • AREAS i •. • Gross Total Floor 999 Pars • 0 IntDdbr• • 0 • • • ExFir• • • 0 Rgqf: • • • 999 Wall 930 Ext Door 0 • • • • • • • • • • • • Project Name: Hutchinson Residence Interior Renovation • • • • • • • • • • • • • • • • • • • • • • Dataset Name: Miami Templates V4.trc • • • • • • • • • • • Glass ft' (%) 0 0 296 32 0 0 TEMPERATURES Cooling Heating SADB 53.0 75.7 Ra Plenum 76.7 68.9 Return 76.7 68.9 ReVOA 76.7 68.9 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 AIRFLOWS Cooling Heating Diffuser 1,200 1,200 Terminal 1,200 1,200 Main Fan 1,200 1,200 Sec Fan 0 0 Nom Vent 0 0 AHU Vent 0 0 Infil 40 40 MinStop/Rh 0 0 Return 1,240 1,240 Exhaust 40 40 Rm Exh 0 0 Auxiliary 0 0 Leakage Dwn 0 0 Leakage Ups 0 0 ENGINEERING CKS Cooling Heating % OA 0.0 0.0 cfm/ft' 1.20 1.20 cfm/ton 427.42 ft'/ton 355.67 Btulhr•ft' 33.74 -9.18 No. People 4 HEATING COIL SELECTION Capacity Coil Airflow Ent Lvg MBh cfm °F °F Main Htg -9.2 1,200 68.9 75.7, Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -9.2 TRACE® 700 v6.3.1 calculated at 10:39 AM on 05/09/2018 Alternative - 1 System Checksums Report Page 2 of 2 U.S. WPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agenticompany, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: MARK & DARLENE HUTCHINSON A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1225 NE 93 ST. City State ZIP Code MIAMI SHORES Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) E50 FT LOT 3 & W25 FT OF LOT 4, BLK 1, PB 44, PG 63 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25051'41.62" N Long. 80°10'26.47" W Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1A .... . . .... .... . . A8. For a building with a crawlspace or en osure(s): � • � � � • • a) Square footage of crawlspace or enclosure(s) N/A sq ft • • • • • • • . .... b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adja;Vgt grade IV/A • : • •. c) Total net area of flood openings in A8.b N/A sq in "" • • • • • • d) Engineered flood openings? ❑ Yes Z No • • • • • • • .. • .: ..... A9. For a building with an attached garage: • a) Square footage of attached garage N/A sq ft 0 000 ..... . . b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A ' c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ❑x No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State VILLAGE OF MIAMI SHORES 120652 MIAMI-DADE Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevations) Number Date Effective/ Zone(s) (Zone AO, use Base lood Depth) Revised Date 12086CO306 L 09-11-2009 09-11-2009 AE 8' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 69: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes x❑ No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30 2018 IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1225 NE 93 ST. City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: A-400 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. 0 NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 8.13 ❑x feet ❑ meters b) Top of the next higher floor N/A ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ❑x feet ❑ meters d) Attached garage (top of slab) N/A ❑x feet . ©'linters . . .... .... e) Lowest elevation of machinery or equipment servicing the building •• (Describe type of equipment and location in Comments) 7.10x feet . �:mQters ' wo • f) Lowest adjacent (finished) grade next to building (LAG) 6.65• • k•feet 0-meters g) Highest adjacent (finished) grade next to building (HAG) 6.8,6 x •feet * d meters • • . .. .... h) Lowest adjacent grade at lowest elevation of deck or stairs, including • • • • • • . .. ; . ' structural support N/`4„ feet • Q*rprters • SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICAMW ' This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elev5fiori information. , 1 certify that the information on this Certificate represents my best efforts to interpret the data available. ? ,vpd'ei$tand thatargy false ; • • • statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? El Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number ADIS NUNEZ 5924 5924 Title REGISTERED LAND SURVEYOR 1 ,2 ,8 Company Name BLANCO SURVEYORS INC _ ea� AddresVI 555 SH RE DR ere City State ZIP Code MIA I B CH Florida 33141 Sig tur Date Telephone Ext. 01-22-2018 (305) 865-1200 Copy MIDages s-Eievatio ficate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) LATITUDE AND LONGITUDE OBTAINED BY GARMIN DEVICE. C2(E). A/C ELEVATION CROWN OF THE ROAD ELEVATION ON CENTERLINE ON CENTER OF ROAD: 6.13' BM# A-400 LOG# 3251 N ELEV. 14.75' FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. P„„;��,;,,„ �,,o. ,,,,,,,,,.„t- ,,, „„ IMPORTANT: In these spaces, copy the corresponding information from Section A. ,.. ............,. .,.v— vv, �v iv FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1225 NE 93 ST. State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken, "Front View" and "Rear View"; "Left and, if required, "Right Side View" and Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. '°9 s r�i t RRrt T �e i •••••• •• • •••• •••• /f ..: ` 00.... \ ... K �Y y • • --� Photo One • • • • • • • • • • • Photo One Caption _ • •Cl2a Photo One r. Photo Two Photo Two Caption Clear Photo Two FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 Zi M 0 0 W o� � r � r(� Z ~ CO ~ I O m�z C ~ qI o REMAINDER OF LOT 4 q BLOCK 1 rn - 0 0 ABBREVIATIONS: SM=S IDEVALK CBS=CONCRETE BLOCK STRUCTURE, CLF=CHAIN LINK FENCE, PL=PROPERTY LINE, DUE=DRAINAGE UTILITY EASEMENT. IP=IRON PIPE. Z `1 10 F=FOUND. AIC=AIR CONDITIONER PAD, P/C=PROPERTY CORNER- DM=DRILLED HOLE, V1CF=Vy00DEN FENCE, RES=RESIDENCE, CL-CLEAR, RB=REBA . UE=UTILITY EASEMENT CONC=CONCRETE SLAB. PJVV=RIGHT OF W4Y DE=DRAINAGE EASEMENT, CIL=CENTER LINE, O=DIAMTER, TYP=TYPICAL, Q'iM=MEASURED. R=RECORDED, ENCR=ENCROACHMENT, COMP=COMPUTER, ASH=ASPHALT. N/D=NAIL & DlSC, S=SET, FEE=FINISH FLOOR ELEVATION.', OIS=OFFSET,P/P=POWERPOLE. OHP=OVERHEADPOWERLINE,VW=1ATERMETER 0 WOGDFENCE= NOT VA LID UNLESS EMBOSSED WITH MA-.1E=.4LL— ELEVATION BASED ON LOC. # 3251 11 CONCRETE=.-�'.:..•:.s-.:.:•: s;:••s:�.••s,:.•.s.:'.-:.•:. MAINTENANCE&DRAINAGEEASEMENT=M&D.E. CBM#A-400 ELV. 14.751TYPEOFSURVEY.BOLINDARY•SURVEY - - SL�RVEYOWSSEAL- -- SURVEYOR'S NOTES- 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE a AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS N0 I COVERED .BY PROFESSIONAL LIABILITY INSURANCE_ . 4) LEGAL DESCRIPTION PROVIDED BY CLIENT.. 5). 1 UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL�DATUM_OF 1929_ 7) OWNERSHIP OF FENCES ARE UNKNOWN_ 8) THERE MAY BE ADDITIONAL RESTRICTIONSTIOT SHOWN ON THIS SURVEYTHATMAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) CONTACT THE APPROPRIATE AUTHORFTY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADETO DETERMINE RECORDED — REVISED: INSTRUMENTS, IFANY,AFFECTINGTHIS PROPERTY Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited 'Nithout written consent of the signing party or parties. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE -OF -SAID Pt PAGE iV 0 LOCATION SKETCH SCALE: NTS MIA APPROVED - i ZONING I U) STRUCTI UR.AL ELECTRICAL i 00-- PLIkMING rLCHAI'JiCAi RI I�r. �I r • Q iY•••• -i • I YiYli! . i. ` `4 • PROPERTY ADDRESS: 1M1WT9W,GWAjg§"I i�r STATE .AND CO0L1N—, y, LEGAL DESCRIPTION: H&�^,kS; 3a m MLEST 75 FAT OF LOT 4, BLOCK 1, OF BAY ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44, PAGE 63, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. 1 HEREBY CERTIFY That the survey _represented theteon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 SINCE 1987 . BLANGO SLJRVEyORS ING. Engineers • Land Surveyors R planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865-1200 Email: blancosurveyorsinc@yahoo.COm Fax: (305) 865-7810 1C1�'I¢R f�l4f1ii9C�.ffiR [•il�IY - FLOOD ZONE: AE SUFFIX: L PANEL: 0306 COMMUNI' DATE: SCALE: DWN. BY: 1/22/18 1"= 20' F. Blanco UHIt:9/11/09 BASE: 81 # 120652 JOB No - 18-121 •••• • see 0 • • • ••••• • •• a see set • ••a�aa • • a •• •+ s, q •.••• • a• •• a .•aa•• • a • f • • + • • • .00... ••••• a • • • • • •• • a • • a • • • 40 HLA+Chinson Pe5iderCt PRIORITY PERMIT EXPEDITORS, LLC 0 Lori Norris 786-320-6070 office@prioritypermit.com 305-992-6776 1225 NE q3 ST Ko m. Shores, FL 33 a 38 yµMR Miami Shores Village Building Department 10050 NE 2 `t Ave. F�0Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by Mark & Darfene Hutchinson to perform special inspector services under the Florida Building Code 6th Edition (2017) and Miami Dade County Administrative Code at the 1225 NE 93rd Street project on the below listed structure as of December / 2017 (date). I am a registered arch itect/professional engineer licensed in the State of Florida. Process Number: \ Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 6th Edition (2017) W Miami Dade County Administrative Code, Article Il Section 8-22 Special Inspector for _ Trusses > 35 ft. long or 6 ft. high Steel Framing and Connections welded or bolted Voil Compaction Precast Attachments Roofing Applications, Lt. Weight. Insul. Conc. Other 66409 0'.. . '••••. Note: Only the marked boxes apply. The following individual(s) employed by this firm or the is authorized representative to perform inspection* 1. Aimee Rodriguez PE 2. 3. 4, $Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified b} education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering: graduation from an architectural education program; successful completion ofthe NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building DepWment of any changes regarding authorized personnel perfonning inspection services. I (we), understand that a Special Inspector inspection log for each building mast be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building t and are in sub�ta ial dance with the approval plans. n _ Engineer/Architect 00—_1_ Natne Victor J. Bruce Signed andrSealied Print Address 370 NE 101st Street - Miami Shores LANGAN 5 December 2017 Mr. Mark Hutchinson 1225 NE 93`d Street Miami Shores, Florida 33309-1854 Re: Geotechnical Engineering Study Report Proposed Improvements to the Hutchinson Residence 1225 NE 93`d Street Miami Shores, Florida 33138 Langan Project Number 330036001 Dear Mark: This report summarizes the geotechnical exploration completed by Langan Engineering and Environmental Services, Inc. (Langan), and provides our geotechnical evaluation and recommendations for the proposed improvements at your residence at 1225 NE 9311 Street, Miami Shores, Florida. These services were performed in general accordance with our 22 November 2017 approved work order. Our understanding of the existing site conditions is based on our review of the informatidhyoti.provided 000 to us that included the following: : ' " 0 .. .... . ......... ...... • "Report of Subsurface Soil Exploration and Geotechnical Engineering &4 :ation ofSubsurfece • Conditions, Proposed Addition to Residence", dated 22 August 2000,•pr�pareggby. Winge*ter • Laboratories, Inc. (WLI); •••• " . " ""' ...... . ..... .. .. . ...... • "Geotechnical Site Inspection" report, dated 20 April 2001, prepared 4XuYLI; . 0 . . . ...... • FEMA National Flood Insurance Program Elevation Certificate, dated g9 Atpust 2000, prepared..: by A.R. Toussaint & Associates, Inc.; • Site Plan, dated 30 October 2000, prepared by Leon Wechsler Architect, Inc., and a "Sketch of Survey", dated 28 August 2000, prepared by A.R. Toussaint & Associates, Inc. Land Surveyors. All elevations given herein are approximate and are referenced to the National Geodetic Vertical Datum of 1929 (NGVD). SITE DESCRIPTION AND PROPOSED IMPROVEMENTS According the Land Surveyor's Legal Description, the property is the east 50 ft of Lot 3 and the west 25 ft of Lot 4 of Block 1 of the "Bay Lure" subdivision in the Village of Miami Shores. The property is approximately 75 ft wide (east -west) and approximately 130 ft long (north -south). The existing residential structure is a one-story concrete block structure that fronts NE 93`d Street to the south. The residential structure is set back 45 ft from NE 93`d Street with a carport at the southwest side of the structure and asphalt circular driveway at the south side of the property. The residential structure has a concrete ground floor at approximate el + 7.3. The north side (rear) of the property is grassed and relatively flat. According to information from the Elevation Certificate, ground elevations at the property vary between el +5 and el +5.5. According to information available on the Miami -Dade County's Property Appraiser's website, the residence was built in 1957. Based on a cursory overview of the 15 150 N +fJ. 7 i'1 court, Su re _-Cc Miarn sakeL 3 T_ 78b.264_ �;�� F. 7ne264 ; �Y I www iangan_��m Geotechnical Engineering Study Report 5 December 2017 Proposed Improvements to the Hutchinson Residence Page 2 of 5 1225 NE 93 d Street Langan Project Number 330036001 exterior of the structure at the time of our subsurface investigation, there were no observable cracks or apparent signs of distress on the exterior of the structure, or on the paved circular driveway. Based on information you provided to us, the proposed improvements may include: • A new pool and deck in the back yard near the NW corner; • Conversion of the existing carport to an enclosed parking garage; • Possible construction of a garage in lieu of the carport structure; • Possible addition of a new interior floor slab to raise the finished floor elevation of the home up to el 8 to satisfy flood elevation criteria; • If ground floor slab is raised then the roof of the home would also be raised with a new truss system to allow 10 ft high ceilings. Drawings showing the proposed improvements have not been furnished to us at this time. SUBSURFACE INVESTIGATION The subsurface investigation consisted of drilling one soil test boring immediately adjacent to the southwest corner of the carport structure to a depth of 15 ft, and a hand auger was advanced to a depth of approximately 3.5 ft at the northwest side of the property, in the area of the proposel ggql.and pool deck. The test borings were logged by one of our senior geotechnical engineq's..•. The soil test boring was drilled on 27 November 2017 by a specialty contrag under your full-tii ne��. engineering monitoring and observations. The soil boring was advanced with @.uwck-mowted.CME:5500: drill rig using rotary drilling techniques and stabilized with casing. Soil A"10ng and-etesting VVW6. performed using Standard Penetration Testing (SPT), following the guidetrtes of PSTXA D15M." Resistance values (N-values) were recorded for all soil test samples taken.*The soil test boring was:: sampled continuously in the upper 10 feet and at then at a 5-foot interval theieafter. The.log pf the sQ�.% test boring (1-131) is presented in Appendix A. A shallow hand auger (1-141) was adv'AMM by our • geotechnical engineer and is also presented in Appendix A. The previous WLI geciteehnicgI-mepgrt (2000)��' is presented in Appendix B. " SUBSURFACE CONDITIONS The following table provides a general summary of the subsurface conditions, based on the information from the recent borings performed by Langan. Approx. Top Typical Stratum Material of Stratum Approx. Range Number Description Elevation Thickness of SPT (ft) (ft) N-values (blows/ft) Topsoil underlain by dark brown to brown fine 1 SAND, trace silt +5.5 0.5 to 0.7 4 2 Brownish tan to brown fine to medium SAND, +4.8 to +5 2 4 trace of silt, trace limerock 3 Tannish White Oolitic LIMEROCK' +2.5 to +3 >12 9 to 20 (average 13) / A All'=v A /V Geotechnical Engineering Study Report 5 December 2017 Proposed Improvements to the Hutchinson Residence Page 3 of 5 1225 NE 93rd Street Langan Project Number 330036001 Note: 1. According the WLI 2000 report a brown "semi -plastic" silt layer was encountered at the north east corner of the residential structure that was 2 ft thick. The top of the native limestone stratum was encountered at a depth of 5 ft below the existing grade at WLI's boring location. Groundwater The depth of the groundwater table was measured when first encountered and after completion of the borehole. The depth to the groundwater table in the soil test boring was approximately 4 ft below existing grade, about el +1.5. Groundwater is expected to fluctuate with seasonal rainfall and is anticipated to vary between el 0 and el +3. Based on the FEMA Flood Insurance Rate Map Panel 12086C0306L, effective date 11 September 2009, the property is in Zone AE with a Base Flood Elevation (BFE) of el +8. FOUNDATION EVALUATIONS AND RECOMMENDATIONS Subsurface Condition Evaluation The Langan soil test boring (LB1) and the hand auger (HA1) indicate a relatively loose fine to medium sand strata with trace to some amount of silt to a depth of approximately 2'/z to 3 ft. Below these surficial soils, a stratum of soft Oolitic Limerock was encountered to a depth of at least 16 ft. - The previous WLI boring, that was performed at the northeast corner of the eAttintt structu 4,•indicates • the top of the limerock stratum was encountered at a depth of 5 ft below •existing gage and vas overlain by an about 2 ft-thick layer of "semi -plastic silt" and brown silty saPA as described in 1iVL'P': August 2000 geotechnical report. Although not observed in the Langan boririgs,•ihis variance:indicate•. the top of the limerock stratum maybe pinnacled with shallow pockets o+;IVq:3e sar"aith solty* proportion of silt. •• •• """ . . . . ...... Based on our findings, the loose and relatively thin sand and silt stratum overlying the n4lfl hestone is somewhat compressible and may undergo some small settlement frorr'io0e:antic ed• nominal•• loading conditions from the proposed conceptual property improvements. The existing 2nticipated shallow foundations and existing slab subgrade of the residential structure are capable of safely supporting the nominal additional loads caused by raising the finished floor to el +8 and a new roof truss system. In areas of future improvements, such as a parking garage at the existing carport area, new foundations should bear on the top of the limerock stratum that was encountered in the Langan boring at a depth of 2'/2 to 3 ft below existing grade. Final drawings should be reviewed by a structural engineer and Langan to assure that footings are appropriately sized to meet the allowable design bearing pressure recommended herein and to assure that new footings, if necessary, are appropriately sized and meet the latest Florida Building Code requirements. Foundation Recommendations for Shallow Foundations As previously stated, the existing structure foundations could be used to support the intended improvements to existing residential structure. In areas of future new structure, such as the proposed parking garage where new footing foundations would be required, new footings should bear directly on the limerock stratum, generally found at the 2 '/2 to 3 ft depth, Alternatively, the footings could bear at a higher level assuming the limerock bearing surface is exposed by excavation then backfilled with lean concrete or crushed stone to the desired bearing level. New footings should be designed using an allowable bearing pressure of 3,500 psf. New footings could be at least 24 inches wide and 12 inches thick and be designed in accordance with the latest Florida Building Code. Geotechnical Engineering Study Report 5 December 2017 Proposed Improvements to the Hutchinson Residence Page 4 of 5 7225 NE 93' Street Langan Project Number 330036001 Proposed Ground Floor Slabs The potential to raise the finished floor of the main residence from el +7.3 to el +8 to meet FEMA BFE requirements is anticipated to apply nominal load (about 100 psf) on the near surface sands/ silty sands. It may be possible to raise the finish floor by filling directly over the top of the existing floor slab, or demolish and replace the existing floor with a new slab -on -grade floor. If the latter alternative is chosen, then upon demolition and removal of the existing floor slab, the underlying existing slab soil should consist of clean sand free of debris compacted with a walk -behind roller or heavy plate compactor. Fill material required to raise grades must consist of clean sand or crushed limerock placed in controlled compacted lifts. In order to achieve reliable support for a slab -on -grade, the material used to raise grades should be approved by a geotechnical engineer and placed in not more than 9 inch loose lifts compacted to at least 95% of the material's maximum dry density in accordance with ASTM D-1557 (Modified Proctor). If a new garage slab is constructed in the current carport area, we anticipate that it would be finished at a lower elevation than the main residence floor slab. A new garage floor slab may also be a slab -on - grade supported on at least 12 inches of clean sand or crushed limerock, compacted to the previously described compaction criteria. Prior to reinforcing steel placement, the compacted subgrade materials should br• overed with a vaptlr•;• barrier. •• ..•. ...... .... ...... Swimming Pool and Pool Deck • •. • • • • The proposed swimming pool can be supported on the existing subsurfaCa•san'd or 1444ck. We•• recommend the pool bottom not extend below about el + 2.5 to min ."V&,cons�u�tipp isse�s••• associated with dewatering and buoyancy. Assuming a future pool deck at el'-r7'tb 7.5 this would alroW:' for a 4.5 to 5 ft deep pool. If unsuitable soils are encountered in the pool e'cava;on sybg*ride, the§g;,. materials should be removed to 1 ft below the subgrade level and replaced•wi&6 crushod* SfCne. The . top of the limerock stratum, when encountered, is relatively soft and could 8Q.44avatedwith a sr;ail*•: excavator. We suggest hydrostatic valves and/or other appropriate measures are includ�din•the pool design such that the pool will not be subjected to hydrostatic uplift. Because the depth of existing structure footings is relatively shallow, the proposed pool's edge should be located not closer than 7 ft from the adjacent building or wall footings. The proposed pool deck can be supported on clean compacted sand free of roots, debris and any deleterious materials encountered. OTHER CONSIDERATIONS Existing Structures If the existing carport structure and main residence floor slab are demolished to allow for new construction, then the former foundations and other demolition debris (i.e, remnant floor slabs, utilities, etc.) should be completely removed to allow for unobstructed construction of planned improvements. Clearing, Grubbing and Stripping In areas of future improvements, clearing, grubbing and stripping must be performed to remove surficiai vegetation, roots, grass, topsoil, vegetation and other deleterious material. A AIF A A/ Geotechnical Engineering Study Report 5 December 2017 Proposed Improvements to the Hutchinson Residence Page 5 of 5 1225 NE 93id Street Langan Project Number 330036001 Existing Utilities Based on our review of the information furnished to us regarding the existing property, a septic sewer system is located at the northeast and southeast sides of the property. This is identified on the partial plan copy, provided to us, in Appendix B. LIMITATIONS The evaluations and recommendations given in this report are our best engineering judgment as to the appropriate foundation bearing systems and required site preparation procedures for the proposed structure improvements. They are based on subsurface conditions inferred from the borings and on the anticipated improvements. Our recommendations are contingent upon one another and no recommendation should be followed independent of the others. This report is intended for use with regard to the information provided to us, and any changes with the proposed improvements, locations or grades should be brought to our attention so that we may determine how such changes may affect our recommendations. This report was prepared for the proposed improvements at the subject property. Langan cannot assume the responsibility for the use of this report to generate foundation design other than for the improvements to the subject property addressed in this report. We recommend our firm be engaged during the construction phase of this development, Including the•;• documentation of preconstruction conditions, engineering observations during•iburidatiop*(!(5 $truction.'. . .... Our continued involvement is necessary to finalize the foundation design, tc. A91u.1e proper...a.nd time y • implementation of our recommendations, and to maintain the continuity of*Q�: Jespon�bility on tjfiS• project. " .... .. .. ..... CLOSING .. .. . ...... This concludes our geotechnical engineering evaluation and foundation VcWlnendatjons for the' - proposed improvements. If you have any questions regarding the informati iQn p r vidediitrthis re art P p9 please call us at (786) 264-7200. Sincerely, Langan E`; iGS Dji;o mental Services, Inc. _ ,t? No 5482R 617-7 John 41 P. * ;•�/`."` Senior+• Arp.•:�N Florida Re �'fj�►a�nrrt�� /oge� Archabal, P.E.( Principal / Vice President Florida Registration No. 48404 Attachment: Figure 1 - Site Vicinity Map Figure 2 - Boring Location Plan Appendix A - Langan Soil Borings Log Appendix B - Previous Geotechnical Report (Wingerter Laboratories, Inc. 2000) FL Certificate of Authorization No. 6601 \Vangan.com\data\FTL\data0\330036001\Project Data\-Discipline\Geotechnical\Reports\Geotechincal Engineering Letter.docx AJVGYAN Figures . ...... .. . .... . ...... .... ...... .... .... ..... ...... . . ..... .. .. . ...... . . . . ...... . . ...... . . . .• . M-9-,_y1 A IB 1© to NOTES: 1. BASE PLAN REPRODUCED FROM AERIAL IMAGERY OBTAINED FROM GOODLE EARTH PROFESSIONAL LICENSED 2017. LANGAN Project 15150 N W 7g1h Caen. Suns 2(4) Mlam a626r7 01 HUTMNSON RESIDENCE r7eszsa,noo F:7eszsa.7zol Nw.: ��.r,:�„ 1225 NE 93rd St Lan(}an Englrar;np, En wa109. Slay )" and i.anduop• +�mtaty+t, D.P.c Woml Shores lb�gon Engiy.sq +sb Enwan-101 S.�Am inC lewan 0. bx w �.oyn twmtro" W.0 Cdl.ct� wy known oa L-aaa 33tlomml Dale oEcEmw 20 ty Site Vicinity Map SC1 1 fne0 . 1 MIN Drown By HN O,.cN.d By Al 1 F e_..—.._— . _ ...r..., ,�.,.e.......... �....o— ,.00w.o ..-- owoowv i nuiv - -- unm: r[1VGU1 / '—I. I. .— h.-. SIyM idols' lA npett.e teyaui: SHe VICInRI'Me Fllanatrre: Nang— com\detalF Tl Idata0\330030001Nrejecl DatakCAD10118hee IF dee12017.12-M 330030001 Hutchinson Residence L—bea Map dw Date' 12J412017 Time: 13:25 flea,. hlhp,a Style TableLangan eW Laynu[ APPENDIX A Log of Test Boring :...:. :.•. ....;. .. . .... . ...... .... ...... ..... . .... .. .. .... . ...... . . ..... .... . ...... . ...... . . . . . . ...... .. . .. . . . . . . .. . LANGAN LANEiAIV LOG OF BORING LB-1 SHEET 1 OF 1 YKVJtGI PROJECT NO. Hutchinson Residence 330036001 LL LOCATION ELEVATION AND DATUM 5 Miami Shores Approx. + 5.5(ft, NGVD) w DRILLING EQUIPMENT DATE STARTED DATE FINISHED COMPLETION DEPTH truck -mounted CME-55 11/28/17 11/28/17 15 ft. SIZE AND TYPE OF BIT __.__ N NUMBER OF __ _... DIST. UNDIST. 'CORE E 2-15/16" roller bit SAMPLES 1 19 CASING DIAMETER (in) CASING DEPTH(ft) WATER LEVEL FIRST COMPL. 24 HR. 3 13 tft.) V 4 ♦ 4 l SAMPLER DRILLING FOREMAN ° 2" O.D. split -spoon Faustino Cruz SAMPLER HAMMER WEIGHT(Ibs) 7DIR in) INSPECTING ENGINEER Automatic 140 30 John Ma navita c SAMPLE DATA ELEV. SAMPLE DESCRIPTION YMBOL DEPTH W _ W . - REMARKS (ft) LOG SCALE a Z w > > OJ w FLUICD LOSS, ORILIUNGERESISTANCENETC.) z40 f m a 5.5 Topsoil 2 Brown fine SAND, trace silt 2 o 1 m rn 4 v 2 J +4.0 i _ Tan fine to medium SAND 3 CL +3.5,' 2 -- 0 Whitish Tan LIMEROCK, some pockets of dark 10 ° +3.0 brown fine sand, trace silt 2 Light tan LIMESTONE_ 12 3 20 w V +2.0 . - - - - - - T= IT—_ 8 • • z Light tan LIMESTONE, pockets of silty fine sand - 15 ; • • • • • Gooses o , Light tan LIMESTONE -j 6 sample•sy�et -9.5 , Light tan LIMESTONE Light tan LIMESTONE Light tan LIMESTONE Boring terminated at 15 ft • 3 5 M s ...... .... 0000 • • • • • • • • • 3 • • • • • • • • • • • • • • • r • • • • • • • • • 3 • sets** • • • • • • 4 • • • • • • • • • • 7 •..... • ♦ • • • • • • • • • 5 • • • 8 —1 16 Advance casing to 8 ft 10 9 LO C n 5 10 13 — 5 14 m 5 a 15- 10 Advance casing to 13 ft moderate drilling -/- IZZZI w IL 71 m m : 0 0 0 : 0 Meer • ...... .... ...... • AOb er,9,00*�/O "41� TX,,t, g "Ve 0 (-",1 r. .0. 9 00 0 BY DATE 1/"-7/701 PROD. NO. CKD, DATE SHEET OF -- ---- - ------ - -- - ----------- --- --- " j Previous Geotechnical Report :•••:• (Wingerter Laboratories, Inc;:�p00��' LANGAN °, VWINGERTER LABORATORMs iNc. III Enov*ft ri"g and r Senice Established 1949 No. 1 Mr. Jack Schillinger 1225 N.E. 931" Street Miami Shores, Florida 33138-294.0 August 22, 2000 U: Report of Subsurface Soil Exploration and Geotechnical Engineering Evaluation of Subsurface Conditions Proposed Addition to Residence 1225 N.E. 93`d Street, Miami Shores, Florida WLI Order No. 1399 Dear Mr. Schillinger' We are pleased to present this report of our subsurface soil exploration and geotechlucal. engineering evaluation for the subject site. These services were performed in geperglVcordance with`our Professional Services Agreement dated August 10, 2000. This repdn rlLwnts.6iu'. geotechnical engineering evaluation for the proposed construction together wi • • eld data The purpose of this exploration was to obtains specific su .)9 • Pec bsurface data in order, to determine the . allowable sailbearing capacity together with the estin of settlements for tho sabfWt area* • •' • It is our unde'rstandin that the proposed , • • • • • g P Po project will consist cfthe construe tiopn of a small. room addition to be located along the northeast corner of the existing one (1) story fesQdenca. It . is our understanding that the existing residence is supported n shallow • • • •' upon compacted fill material. �° spread•foatin�gs placed One (1) Standard Penetration Test Boring, conforming to the requirements of ASTM D 1586, was performed at the site on August 17, 2000 by Wingerter Laboratories, Inc. (WLI). Please see Appendix A for our Report of Test Boring Number B-1 for detailed description of the materials encountered and the depth intervals at which they were encountered. The test boring locations are shown in Appendix B of this report.. The number, location and depth of the test boring was determined by W- LI, taking into consideration the requirements of the project, site accessibility and the subsurface conditions revealed. The discussions, opinions and recommendations contained in this report are based upon the conditions revealed in the referenced test boring. 1920 N.E. 144th SL . P.O. BOX 611450 . Nottlt Wand. FL 33261-1450 . (305) 944-3401 . 1-800-345-SOrL Browatd' (954) 764-0472 . Dispatch Fax: (305) 949-1329 STEEL . CEMENT . CONCRETE . PAVEMENT INSPECTIONS e TEST BOPJNOS . SPECIFICATIONS . Florida Certificate 0 F-614 . Fax: (305) 949-8698 CONSULTATIONS Y Mr. Jack Schillinger Order No. 1399 Page 2 A review of the test boring logs indicates the presence of loose, dark colored sands with traces of rock fragments and roots present in the first 2 feet, underlain by soft, dark semi -plastic silts and loose silty sands to a depth of 5 feet. At this depth, a soft sandy limestone rock formation was encountered extending throughout the maximum explored depth of 15 feet. The ground water level at the time of our investigation was encountered at a depth of 7 feet below existing grade. Variations in the ground water level should be expected due to seasonal climatic changes, tidal action, rainfall variation, surface run off, nearby construction activity or other site specific factors. A review of the test boring log revealed the presence of soft silts and loose silty sands present in the first 5 feet of depth. These soils are soft and somewhat compressible and create some concern regarding their ability of providing safe support for the proposed addition. Furthermore, it is believed that these soils exist in areas beyond the original compacted fill, material pad prepared during the construction of the original residence. 1 �1' In order to prevent excessive settlements of the load bearing walls'uf IN pro •'sod' • addition, it is our recommendation that the footings for the proposed addition t>e • heed directl upon the native nattupl limestone foundation at a depth of 5 feet below tho•axieiing graele.• : Is Footings placed d4=dy upon the native limestone shall be proportioned for aAWgwwablg Soil: • bearingcapacity of 3000 . • . . 1? tY pounds per square foot (psf). Footings shall have a minuniun width of 24 inches. .. • • . • • • f., • • The proposed floor slab maybe a slab on grade supported upon compacted soil matgriaL• The existing in surface soils shall be compacted to a minimum.relative compaction of 95%; as' compared to the "Modified Proctor Test". Any additional fill required to fill the area to its required bottom ofslab elevation, shall consist of clean sand and/or crushed limerock compacted to a minimum relative compaction of 95%. Experience indicates that the actual subsoil conditions at a site could vary from those generated on the basis of test borings made at specific locations. Therefore, it is essential that a geotechnical engineer be retained to provide soil engineering services during the site preparation, excavation and foundation phases of the proposed project. This is to observe compliance with the design concepts, specifications and recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to the start of construction. Mr. Jack Schillinger Order No. 1399 Page 3 In dealing with the unseen subsurface dimension, a prudent test boring program acts to identify the general range of conditions and to reduce, but not eliminate, the risks of unknown conditions. Therefore, WLI cannot offer a warrantee, expressed or implied, that materials or conditions other than those revealed in the test borings will not be encountered, nor that the relative proportions and density of the materials will not vary from those reported. Also, since the criteria furnished to WLI constitutes our total knowledge and understanding ofthe project; inaccuracies, deviations or alterations of the criteria may invalidate these recommendations to the extent they impact the magnitude, distribution, and elevation of applied loads, or impact the nature of the construction. Field work was performed using standard drilling equipment. Soil samples (disturbed), were obtained in accordance with ASTM D-1586 utilizing a 2-foot long, 2-inch diameter: §pfrf ' spoon sampler which is advanced by successive blows of a 140 pound hanu er--fallirlg90. inches. The number ofblows for each 6 inches ofpenetration is recorded, The gdWfthe secolM and third blow counts for each 2-foot sampling interval constitutes the Stan XPeneh%ion . Resistance in blows per foot, which is referred to as the "N" Value. The foliovdng les mAr.%: used in interpreting the consistency of the materials based on the "N" Value: • • • • • • 4 • SOIL CONSISTENCY vs. "N VALUE" : • • • " Cehesionless Soils Cohesive Soils Rock: and Gravefs• •' •' "N Value" (blowslft) Consistency Designation "N Value" (blows/ft) Consistency Designation "N Value" (blowsl£i) Consistency Designation 0 to 4 5 to 10 Very Loose Loose 0 to 2 3 to 4 Very Soft Soft 0 to 25 26 to 50 Loose or Soft MediumDense 11 to 30 Medium Dense 5 to 8 Medium 51 to 90 Dense 31 to 50 Dane 9 to 15 Stiff 50 or More Very Dense 16 to 30 Very Stiff - - 31 or More Bard W. Jack Schillinger Order No. 1399 Paine 4 Test borings were staked in the field by WLI, using approximate methods. Borings were µcoated bytaped distances from existing recognizable landmarks. Boring locations are, therefore,, vuerally as shown, but no degree of accuracy is stated or implied. Soil samples will be retained ryr'VYLI for a period of 30 days only unless specifically requested otherwise by the client. 4vadons were not established for the test boring locations. Depths reported on the tags y. t depths below ground surface as they existed on the date drilled. The client is cautioned nubs cent filling or excavation of the site occurs, the reported depth must be so adjusted. �4 fan not assume responsibility for the accuracy of reported depths if the site is disturbed "}: bent to the date drilled. The Standard Penetration Test, `W' value curve shown on the boring logs indicates the variation of the "W value throughout the depth of the boring. This curve is plotted in a jbt line which connects each "N" value. However, it should not be assumed that the changes the "N" value are a linear function. Furthermore, the graphical representat $hown on the wring logs should not be substituted for the actual material descaipt &f included in the rags,': • .. • • *fees. •..• •.•••• We appreciate this opportunity to be of service to you drain j this phase of the proiect.. you have any quesfions or comments re the information n ed in •lease A,� �/� 8�n8 See �4 J��P ilusat(305)944-3401. •••• •• •• ••••• T • • • • • • . . • -:to* sees.. •• •. . sees.. sees.. . . sees.. • • • .. • • • Respectfully submitted, WING LABORATORIES, INC t i el M. Pina, P.E. Florida Registration No. 5077i tl'z � Y . enc: Appendix A: Test Boring Logs Appendix B: Test Location Map & Sketch P-84/Time Charges: Engineering: LS Lab No. 291 - Test Boring The origlad ofads report runs tuned and ceded br the above rdamoed Florida Re&aed Professional Engineer in woordaaa with Rule 61015-1 a.01 I of the Florida Admiaiatrative Code. APPENDIX A TEST BORING LOGS . . .... •. ...... .... •• .. ..... ...... . . .•..• ..•••• •• • •• . • • • • Vff °�E� TEST BORING LOG �r�r °,�nnnn P W N"10wd 9041n*oAme • ?MAIM CLIENT: Mr. Jack Schillinger PROJECT: Proposed Addition to Residence LOCATION: As shown on boring location sketch DRILLER: J. Cooper DRILL RIG: Portable DEPTH TO WATER: 7.0' DEPTH SOIL SYMBOLS, AND BLOWS PER SOIL DESCRIPTION (feet) Six INCHES E i E a I 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Brown silica SAND with trace fragmented limestone with trace roots Brawn semi -plastic SILT Brown SILTY SAND with some fragmented limestone ................. Tan LIMESTONE with trace limesand ......._........_ ...... . . Tan LIMESTONE with some limesand Tan LIMESTONE with trace limesand Boring terminated at 15.0' BORING NO.: B-1 ELEVATION: - DATE STARTED: 8-17-00 DATE COMPLETED: 8-17-00 STANDARD PENETRATION TEST SAMPLE SAMPLING N-value N0, INTERVAL N CURVE 10 30 50 1 Q.0.2.0 4 - 2 i 2.0-4.0 7 3 4.0-5.0 4 5.0-6.0 5 5 6.0-8.0 13 6 8.0-10.0 10 7 10.0-12.0. B • 13.0-15.0 •:• • .j. I This information pertains to this boring location and may not be completely indicative to the entire aitr--. (944-340134 1305) h 1-000_Street* 5 SOIL Miami, FL 33791 WINGERTER LABORATORIES, INC. Page A-7 LEGEND Symbol Description Soil symbols Sand with trace fragmented limestone and organics Silt • ::: Silty sand with some to trace limestone Limestone with some to trace sand Misc. Symbols -M Water table at ;••••• boring completion 00 ...... .... ••••• .... Soil Samplers •••••• •••••; ••••• Standard penetration test 00 00 0 ••• 1820 N.F. 305) 944-3401h Street * North 1-800.346-SOIMIamI, FL 33181 WINGERTER LABORATORIES, INC. Page A-2 APPENDIX B , TEST BORING LOCATION MAP & SKE:fJCA•::::• ...::. ...... .... .... ..... ...... . . ...... .... . ...... . . . . ...... 1"!, :JA. TEST BORING LOCATION SKETCH w (ny')e GI, STdRy .••••• r • I� •••• •• r• ••s . • ►'3 E 9 3 • TEST BORING LOCATION PREPARED BY: R� DATE:$-i6-� r,` WTNGERTER LAaoRATORIES INC. OrrwcrL. North Miami. Honda 33261-1529 Mr. rack Schillinger Proposed Addition to Residence 1225 N.E. 43`d Street, Miami! Shores, FL Page: B-2 2 INC. FL. 7838 tl k I zir p ON ADDITION TO RESIDENCE FOR MR AND MRS SCHILLINGER LOCATED AT 1225 NE 93 rd STREET. MIAMI SHORES. FLORIDA TEL DAY: 305-757-a989 FAX:305-759-1305, ...•.. • 4 .... • • • • • • . • 71 • • • •.• 00000 •. .... • .. • • ...... • .• . • . • • _ •. • P ils CT 3 0 %0C, 0 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of BusilllllliftisjrxProfAs,�sional Regulation - Residential Performance Method IN Project Name: 18-009 Hutchinson Builder Name: Street: 1225 NE 93rd Street Permit Office: Miami Shores City, State, Zip: Miami Shores , FL Permit Number:. Owner: `� �' C Jurisdiction: Design Location: FL, Miami r County: miami-Dade (Florida Climate Zone 1 ) 1. New construction or existing Existing (Confirm 9. Wall Types (2331.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 2188.00 ft2 b. Concrete Block - Int Insul, Adjacent R=4.1 143.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (2882.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 2882.00 ft 6. Conditioned floor area above grade (ft2) 2882 b. N/A R= 0000 ft2 c. N/A • • R= •••••0 ft' •••••• Conditioned floor area below grade (ft2) 0 11. Ducts ' • •' : ... B ft2 •' 7. Windows(434.7 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: AHU1 •6 • 288.2 • a. U-Factor: Sgl, U=0.50 434.66 ft2 b. Su Attic, Ret: Attic, AH: AH IJ� •: • p • 125' •' •" SHGC: SHGC=0.25 ft2 12. Cooling systems •' • • • • • • • • • kBtu/hj • E'Ff�ciency • • b. U-Factor: N/A a. Central Unit *see 46.9 SEE•R:16.00 • • • • • SHGC: b. Central Unit • • • • • • 30.0 •SEEP:16.00 ..... ' c. U-Factor: N/A ft2 • • • • SHGC: 13. Heating systems • kBtu/hr Efficiency • d. U-Factor: N/A ft2 a. Electric Strip Heat 32.8 CCP:1.00 • SHGC: b. Electric Strip Heat • 2a,G. 4:LP:1.00 Area Weighted Average Overhang Depth: 2.000 ft. : • • • : • • • •: Area Weighted Average SHGC: 0.250 14. Hot water systems • • a. Natural Gas Tankless • • • • • • 'gallons Oape4 8. Floor Types (2882.0 sqft.) Insulation Area EF: 0.950 a. Crawlspace R=0.0 2882.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Area: 0.151 Total Proposed Modified Loads: 117.96 PASS Glass/Floor Total Baseline Loads: 121.49 1 hereby certify that the plans and specifications covered by Review of the plans and (HE ST4r this calculation are in compliance with the Florida Energy specifications covered by this�0� Code. calculation indicates compliance with the Florida Energy Code. ..�� PREPARED Y: �LI`� �• Before construction is completed DATE: 01,11a 1.1 this building will be inspected for compliance with Section 553.908 O hereby certify that this building, as designed, is in com fiance Florida Statutes. l,I,CO " with the Florida Energy Code. D WE 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 tha 3.50 ACHSO BUILDING REVI __-_ _~-. APPROVED -tZ3 7/23/2019 12:13 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: 18-009 Hutchinson Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2882 Lot # Owner Name: Total Stories: 1 Block/Subdivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1225 NE 93rd Street Permit Office: Miami Shores Cross Ventilation: County: miami-Dade Jurisdiction: Whole House Fan: City, State, Zip: Miami Shores, Family Type: Single-family FL, 33138 New/Existing: Existing (Confirmed) Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume ...... • .. ...... 1 Block1 1886 15088 ... • � � � •.•..• • • 2 Block2 996 7968 SPACES •• •• •• •• •••••• Number Name Area Volume Kitchen Occupants Bedrooms lnf!lD ',♦'►Wished• Cooled . {� •••..• 1 AHU1 1886 15088 Yes 3 3 1 -•s lie ' Yes :•Yes.: 2 AHU2 996 7968 No 2 1 1 Yes ' •: •lees Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Crawlspace AHU1 134.7 ft 0 1886 ft' 0 0 0 1 2 Crawlspace AHU2 84.1 ft 0 996 ft' 0 0 0 1 ROOF / Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 3126 ft' 0 ft, Medium N 0.75 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2886 ft2 N N 7/23/2019 12:13 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 4 PnRnn RanF_,)n17 INPI IT S11MMARY CHECKLIST REPORT CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) AHU1 30 Blown 1886 ft2 0.11 Wood 2 Under Attic (Vented) AHU2 30 Blown 996 ft2 0.11 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V # Ornt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% _ 1 E Exterior Concrete Block - Int Insul AHU1 4.0999 39.9 10 399.0 ft' 0 0.75 0 2 S Exterior Concrete Block - Int Insul AHU1 4.0999 54.9 10 549.0 ft2 0 0.75 0 3 W Exterior Concrete Block - Int Insul AHU1 4.0999 39.9 10 399.0 ft2 0 0.75 0 4 N Exterior Concrete Block - Int Insul AHU2 4.0999 54.9 10 549.0 ft2 0 0.75 0 5 E Exterior Concrete Block - Int Insul AHU2 4.0999 18.9 10 189.0 ft2 0 0.75 0 _ 6 W Exterior Concrete Block - Int Insul AHU2 4.0999 10.3 10 103.0 ft2 0 0.75 0 7 N Garage Concrete Block - Int Insul AHU1 4.0999 14.3 10 143.0 ft2 0 • • 0.75 0 DOORS .. • ••• • # Ornt Door Type Space Storms U Value • ASS • •••• Ft ra • Ft ♦n . 1 W Insulated AHU1 None .46 3 •"' • • • • • • 7 04, • • • • • 21gft2 • WINDOWS Orientation shown is the entered, Proposed orientation. """ • • • • ' ' • • • • • ""' • • • • • • / Wall Overha*rig :': ' '. v # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation • Intibc4. . Sc7cfe� it' 1 E 1 Metal Single (Clear) Yes 0.5 0.25 N 56.4 ft2 2 ft 0 in ;U DIn : Drakes/ jlipds • • Nen� • 2 S 2 Metal Single (Clear) Yes 0.5 0.25 N 162.0 ft2 2 ft 0 in 1 ft 0 in Drap@jwimis None 3 W 3 Metal Single (Clear) Yes 0.5 0.25 N 65.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 4 N 4 Metal Single (Clear) Yes 0.5 0.25 N 151.2 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 311.74 ft2 311.74 ft2 49.2 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Tested BD Results .00038 1345.9 157.63 225.2 .1542 3.5025 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat/ None COPA 32.8 kBtu/hr 1 sys#1 2 Electric Strip Heat/ None COPA 24.6 kBtu/hr 2 sys#2 7/23/2019 12:13 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 46.5 kBtu/hr 1395 cfm 0.75 1 sys#1 2 Central Unit/ Split SEER: 16 30 kBtu/hr 900 cfm 0.75 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.95 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None W DUCTS sees / ---- Supply ---- ---- Return ---- Air CFM 25 • C FM25- H�; %AC v # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF. Heat Cook 1 Attic 6 288.2 ft Attic 53 ft' Default Leakage AHU1 (Default) •(152Pa4R) • 1 • 1 •.••• 2 Attic 6 125 ft' Attic 49 ft' Default Leakage AHU2 (Default) •(Defauk) • • • 2 2 TEMPERATURES •••'•• • • ••:•• Programable Thermostat: Y Ceiling Fans: • • • • • • . .' Cooling[ ]Jan [ Feb [ jj Mar [ ] Apr May [X] Jun [X] Jul [X] AugX] Se [ ] Oct • .�j]+* ecHeatin [X] Jan X Feb X] Mar [ ] Apr May [ ] Jun [ ] Jul [ ] Aug [ ] Sep ,;;Oct • �X] NovVentin �Xj [ ] Jan Feb X Mar X A r [ Ma [ ] Jun [ j Jul [ ] Au [ ] Se .• [X];Oct . [[[[[[X]]]]]Npv D 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' Oft 0.3 AHU1 Default 8 Ibs/s .ft. 0 ft' Oft 0.3 AHU2 7/23/2019 12:13 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 4 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. Existing (Confirmed) 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 varies 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 4 13. Cooling system: Capacity 76.5 a) Split system SEER 16.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP .... 6. Conditioned floor area (sq. ft.) 6. 2882 d) Room unit/PTAC . . EER'....' e) Other '..' •'.: 7. Windows, type and area ...... a) U-factor:(weighted average) 7a. 0.500 ...;.. b) Solar Heat Gain Coefficient (SHGC) 7b. 0.250 14. Heating system: ..•rapacity, 57.4 c) Area 7c. 434.7 a) Split system heat p%p.,•HSPF.0 0 - -0 b) Single package heaJpVWp.HSPF_s___r 8. Skylights c) Electric resistance • • • . • • COP* o 1r a) U-factor: (weighted average) 8a. NA d) Gas furnace, natural gp�. . AFUET b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG • :AFU ,. 0 Other •••••• 9. Floor type, insulation level: • � � • a) Slab -on -grade (R-value) 9a. • b) Wood, raised (R-value) 9b. 0.0 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF b) Gas fired, natural gas EF 0.95 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. e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. 4.1 f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10131. 2. Masonry (Insulation R-value) 10132. 4.1 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11 a. 30.0 b) Cross ventilation No b) Single assembly 11 b. c) Whole house fan No c) Knee walls/skylight walls 11 c. d) Multizone cooling credit d) Radiant barrier installed 11 d. 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. 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 Sig Date: Address of New Home: 1225 NE 93rd Street City/FL Zip: Miami Shores, FL 33138 7/23/2019 12:14:27 PM EnergyGauge® USA 6.0.03 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 1225 NE 93rd Street Permit Number:. Miami Shores , FL , 33138 MANDATORY REQUIREMENTS See individual code sections for full details. J SECTION R401 GENERAL I XI R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) L� 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. PqR402.4 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 enveldlbe building thermal envelope shall comply with Sections R402.4.1.1 and ��a4.1.2. : �. •.: 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 sh6i4 Stalled A ja�dordance • with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method ofconstruction. 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 et exceeding seven air o • • • • o changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. �esting shall ba conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be cond uct8cl "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) 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. r}(j R402.4.3 Fenestration air leakagdAfindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per LLJJ square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 7/23/2019 12:14 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 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 L/s) 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. EN R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and.Go.(4ng system. ❑ R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric-resistice r8gt shall h2ACentrols • • • • • • that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet theheaSng load* •. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary aircontainment pase;geway? for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealecTA`AMdance with Section • C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria b,4d1A • •, : • • • • • • •••• • •• ••••• Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals a%dafimod in Secliion 55,3.993(5)9C.. • (7), Florida Statutes, or individuals licensed asset forth in Section 489.105(3)(f), (g) or (i), Florida Statutes,.to t@ Abstantf4y 126iQ free" ig • • . . . accordance with Section R403.3.3. ••..•• • s R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage ot•ncimore tgan 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 "lows ig methpds:. • ; ` • • • 1. 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 building 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. L"J 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. El accordance 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. 7/23/2019 12:14 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 Ln 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 140OF (38°C to 600C). ❑ 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. ® 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 fgr'Sbf ? Pollectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Callectp oin installe&"ar • • • • • • 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 0 0 •: 0 0 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;W d*nents If the • Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approve smears of ventilation` �: • including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or *gaew!*dampers that close when the ventilation system is not operating. • 00 " " " '"' 0 • ❑ R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a wllole house mec�anic �I • 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 equ*ipment, 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 veniiifaiion 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 l� 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 MAXIMUIV (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 7/23/2019 12:14 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) rXl R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less L� 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 t%yg((ion R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the d sign poling load evensif �• the design heating load is 1.15 times greater than the design cooling load. • �';' *::*to •••••• •• • •••••• R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of tge+ge�sign : • •••: requirements calculated according to the procedure selected in Section R403.7.1. • • : �• 0. 0 •••• • •• ••••• ❑ ••••• • • • e R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural"aft'@Rmospherie Eumers • • ••••• • • • • • • shall not be less than the design load calculated in accordance with Section R403.7.1. 0000.0 • • ❑ • • • • R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating %quipmert eWRy on a% • •••••• intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have e%grAer: sized Sr controlled to • • • • • o prevent continuous space cooling or heating within that space by one or more of the following options: • • 00 • 0 •••• 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 powerto 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. El the 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. 7/23/2019 12:14 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)e 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. .... . .. ••... .....• . • ..•.. • . . . ••.... ••••% 7/23/2019 12:14 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 18-009 Hutchinson Builder Name: . Street: 1225 NE 93rd Street Permit Office: Miami Shores City, State, Zip: Miami Shores, FL, 33138 Permit Number:. Y U Owner: Jurisdiction: w Design Location: FL, Miami U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers.of4rnme walls The junction of the top plate and the top of exterior walls shall be shall be insulated by corypletely fffipq j tavity • 0 • • • sealed. with a material haVMrW tivrmal resistance of R-3 • Knee walls shall be sealed. per inch minimum. • • • • Exterior thermal enve?4e'nsulation for9-9med walls shall be instAbd "glibstantial cCntact and • • • continuous all nm Rt ueit1hthe air barrier! • • Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. • • • • • • • • • • Rim joists Rim joists shall include the air barrier. Rim joists shall be.igaWated. . .' Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation sh4lJbejar4alled 0 (including insulation. maintain permanent cgp?Vt with the underside of* • • • above -garage subfloor decking, or•floor flaming cavity insulation. • and cantilevered shall be permitted to be in contact wihtbe top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. I Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover Mates and walls or ceilinas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 7/23/2019 12:14 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job Information Builder: Community: Lot: NA Address: 1225 NE 93rd Street City: Miami Shores State: FL Zip: 33138 Air Lea f age Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method O PRESCRIPTIVE METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exwgipg 7 air cha ges per hour at a pressure of 0.2 inch w.g. (50 Pascals) in Climate Zones 1 and 2. • • • • PERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having an tl!%Hge rate of not•;cceedirlt' the selected ACH(50) value, as shown on Form R405-2017 (Performance) or R406-2017 (ERI), section labeled aSifiAlttation, sub -section ACH90 ACH(50) specified on Form R405-2017-Energy Ca/c (Performance) or R406-2017 (ERI):. "' . ;' • • 1346 x 60 _ 23056 = 3.50 Method for cal�u11ai1rig buildind Ooltrne: • • CFM(50) Building Volume ACH(50) O Retrieved tom architectural plans .. PASS • Code softvuereealculated :. When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculeteri • must be verified by building department. R402.4.1.2 Testing. 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 Statues.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 thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft 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. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 7/23/2019 12:15:22 PM EnergyGauge® USA 6.0.03 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Building Input Summary Report PROJECT Title: 18-009 Hutchinson Address type: S Building Type: User Bedrooms: 4 Lot #: Owner: Conditioned Area: 2882 Block/Sub Division: Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 1225 NE 93rd Street Permit Office: Miami Shores Rotate Angle: 0 County: miami-Dade Jurisdiction: Cross Ventilation: City, State, Zip: Miami Shores, Family Type: Single-family Whole House Fan: FL, 33138 New/Existing: Existing (Confirmed) Terrain: Urban Year Construct: 2018 Shielding: Urban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 51 90 70 75 14V.5 • • • •• • 56 so** Low *so* UTILITY""" •• ••••' Fuel Unit Utility Name Monthly Fixj&981t• •••• •. •• *Unit • • •• 000 • ••••• _ Electricity kWh EnergyGauge Default 0.00' • • •; 0 • • 0+ 1 • 00000 Natural Gas Therm EnergyGauge Default 0.00• • • • • • 4 r72 • • • • • _ Fuel Oil Gallon EnergyGauge Default 0.00600090 • 1.10 _ Propane Gallon EnergyGauge Default 0.00'. ' : . •1.40 •••••• ••••; SURROUNDINGS ' ' 0 00 ""' ------------Shade Trees -------------- • • • • ----------Adjacent Buildings---------- Ornt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft BLOCKS Number Name Area Volume _ 1 Block1 1886 15088 2 Block2 996 7968 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated AHU1 1886 15088 Yes 3 3 Yes Yes Yes —1 2 AHU2 996 7968 No 2 1 Yes Yes Yes 7/23/2019 12:15:51 PM EnergyGauge® / USRCSB v6.1.03 Page 1 Building Input Summary Report FLOORS (Total Exposed Area = 2882 sq.ft.) # Floor Type Space Exposed Perim Perimeter R-Value Area U-Factor Joist R-Value Tile Wood Carpet 1 Crawlspace AHU1 134.7 0 1886 ft 0.215 0 0 0 1 2 Crawlspace AHU2 84.1 0 996 ft 0.215 0 0 0 1 ROOF Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch ✓# Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 3126 ft' 0 ft' Medium N 0.75 No 0.9 No 0 22.6 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2886 ft2 N : • % *::see CEILING (Total Expojg*;., ea = 28�2 sq.ff.7 # Ceiling Type Space R-Value Ins. Type Area U-Factor• *Maming Fra4 �. .Truss l'ype .... . .. ....• 1 Under Attic(Vented) AHU1 30.0 Blown 1886.0ft2 0.032 • . • . * b.11 . • : Wood* * * ' _ 2 Under Attic(Vented) AHU2 30.0 Blown 996.0ft2 0.032 Go * * 0.11 Go " Woob"'; •..... • • WALLS (Total Exposed Area =.2331 sq.ff.j"' Adjacent Cavity Width Height Area sheath; FrrR.'.Solar ' Belo ✓# Ornt To Wall Type Space R-Value Ft In Ft In sq.ft. Factor R-Value ft9C! Absor. Grade 1 E Exterior Conc. Blk - Int Ins AHU1 4.1 39.9 0 10.0 0 399.0 0.149 0 0.75 0 _ 2 S Exterior Conc. Blk - Int Ins AHU1 4.1 54.9 0 10.0 0 549.0 0.149 0 0.75 0 % _ _ 3 W Exterior Conc. Blk - Int Ins AHU1 4.1 39.9 0 10.0 0 399.0 0.149 0 0.75 0 % 4 N Exterior Conc. Blk - Int Ins AHU2 4.1 54.9 0 10.0 0 549.0 0.149 0 0.75 0 % _ _ 5 E Exterior Conc. Blk - Int Ins AHU2 4.1 18.9 0 10.0 0 189.0 0.149 0 0.75 0 % 6 W Exterior Conc. Blk - Int Ins AHU2 4.1 10.3 0 10.0 0 103.0 0.149 0 0.75 0 % _ 7 N Garage Conc. Blk - Int Ins AHU1 4.1 14.3 0 10.0 0 143.0 0.149 0 0.75 0 % DOORS (Total Exposed Area = 21 sq.ft.) ` / # Ornt Adjacent To Door Type Space Storms Width Height U-Value Ft In Ft In Area V 1 W Exterior Insulated AHU1 None 0.46 3.00 0 7.00 0 21.0ft' WINDOWS (Total Exposed Area = 435 sq.ft.) Wall ----- Overhang ----- ✓# Ornt ID Frame Panes NFRC U-Factor SHGC Imp Storm Area Depth Separation Interior Shade Screening _ 1 E 1 Metal Single (Clear) Yes 0.50 0.25 N Y 56.4ft2 2.0 ft 0 in 1.0 ft 0 in Drapes/blinds None S 2 Metal Single (Clear) Yes 0.50 0.25 N Y 162.0ft2 2.0 ft 0 in 1.0 ft 0 in Drapes/blinds None -2 _ 3 W 3 Metal Single (Clear) Yes 0.50 0.25 N Y 65.0ft2 2.0 ft 0 in 1.0 ft 0 in Drapes/blinds None 4 N 4 Metal Single (Clear) Yes 0.50 0.25 N Y 151.2ft2 2.0 ft 0 in 1.0 ft 0 in Drapes/blinds None 7/23/2019 12:15:51 PM EnergyGaugeO / USRCSB v6.1.03 Page 2 Building Input Summary Report INFILTRATION # Scope Method SLA CFM50 ELA EgLA ACH ACH50 Space(s) 1 Wholehouse Tested BD Results 0.00038 1346 157.63 225.20 0.1542 3.5 All GARAGE # Floor Area Roof Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 312ft' 312ft' 49ft 8ft 1 MASS # Mass Type Area Thickness Furniture Fraction Space 1 Default( Ibs/sq.ft.) 0 ft' O ft 0.30 AHU 1 s• _ 2 Default( Ibs/sq.ft.) 0 ft' 0 ft 0.30 A HU2 . • • • o o o o • HEATING SYSTEM .. . •.. . . • ...... .. ..... # System Type Subtype AHRI # Efficiency Capacity ---Geothermal 1eatPump---- `Ducts fiilook.. kBtu/hr Entry Power *%olt CLr%iI'. ' 1 Electric Strip Heat None COP: 1.00 32.8 O.aa: %00 (00 .sY*6#1 ' "1• •' _ 2 Electric Strip Heat None COP: 1.00 24.6 OM •'0.00 OA? syS#2 .'.A o .•.•.. . • COOLING SYSTEM ' ' ' ` sees** # System ype Subtype AHRI # Efficiency Capacity Air Tow ' SFr .' byict flock • kBtu/hr cfm Does 1 Central Unit Split SEER:16 46.5 1395 0.75 sys#1 t _ 2 Central Unit Split SEER:16 30.0 900 0.75 sys#2 2 HOT WATER SYSTEM # System Type Subtype Location EF(UEF) Cap Use SetPnt Fixture Flow Pipe Ins. Pipe length 1 Natural Gas Tankless Exterior 0.95 (0.95) 1.00 gal 70 gal 120 deg Standard =>R-3 0 Recirculation Recirc Control Loop Branch Pump DWHR Facilities Equal DWHR Other Credits System Type length length power Connected Flow Eff 1 No NA NA NA No NA NA NA None DUCTS ✓Duct ------Supply--------- Location R-Value Area ---------Return------- Air Location R-Value Area Leakage Type Handler CFM 25 CFM 25 HVAC # TOT OUT QN RLF Heat Cool # 1 Attic 6.0 288 ft' Attic 6.0 53 ft' Default Leakage AHU1 (Default) (Default) 1 1 _ 2 Attic 6.0 125 ft' Attic 6.0 49 ft' Default Leakage AHU2 (Default) (Default) 2 2 7/23/2019 12:15:51 PM EnergyGauge® / USRCSB v6.1.03 Page 3 Building Input Summary Report TEMPERATURES Programable Thermostat: Y Ceiling Fans: N Cooling [ ] Jan [ ] Feb [ ] Mar [ ] Apr [ ] May [X] Jun [X] Jul [X] Aug [X] Sep [ ] Oct [ ] Nov [ ] Dec Heating [X] Jan [X] Feb [X] Mar [ ] Apr [ ] May [ ] Jun [ ] Jul [ ] Aug [ ] Sep [ ] Oct [X] Nov [X] Dec Venting [I Jan [ ] Feb [X] Mar [X] Apr [I May [ ] Jun [ ] Jul [ ] Aug [ ] Sep [X] Oct [X] Nov [ ] Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 - PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 - PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 - PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 0000 68 68 - PM 68 68 68 68 68 68 68 68 . 68. 6M • • • •'66 • • �fy • MISC ELECTRICAL LOADS •••••• '•: ...•: ID Type Screen Location Item Quantity Catagory Operating • :.Schedule. • . • • pff Stand�9 • • • 1 Misc Elec Load Simple Default Main 1 1 . •. • 61FRS2011. . 1 • 0: • - APPLIANCES & LIGHTING SCHEDULES ;••;•• •' Appliance Schedule: HERS2014 Hours • . • . Schedule Type 1 2 3 4 5 6 7 8 • • „9' ; 1 Q • • 11 ; • ?2 • Occupancy peak: 400 Btu AM 0.930 0.930 0.930 0.930 0.930 0.930 0.930 0.980 0.460 0.270 0.270 0.270 Released: 100 % PM 0.270 0.270 0.270 0.270 0.330 0.610 1.000 1.000 0.930 0.930 0.930 0.930 refrig peak: 0 W AM 0.824 0.804 0.784 0.764 0.744 0.734 0.744 0.754 0.764 0.794 0.814 0.854 Released: 100 % PM 0.854 0.864 0.884 0.904 0.925 0.945 0.925 0.915 0.904 0.894 0.874 0.854 cWash peak: 0 W AM 0.200 0.100 0.050 0.050 0.050 0.075 0.200 0.375 0.500 0.800 0.950 1.000 Released: 30 % PM 0.875 0.850 0.800 0.625 0.625 0.600 0.575 0.550 0.625 0.700 0.650 0.375 E-cDry peak: 0 W AM 0.200 0.100 0.050 0.050 0.050 0.075 0.200 0.375 0.500 0.800 0.950 1.000 Released: 15 % PM 0.875 0.850 0.800 0.625 0.625 0.600 0.575 0.550 0.625 0.700 0.650 0.375 dWash peak: 0 W AM 0.139 0.050 0.028 0.024 0.029 0.090 0.169 0.303 0.541 0.594 0.502 0.443 Released: 60 % PM 0.376 0.396 0.334 0.323 0.344 0.448 0.791 1.000 0.800 0.597 0.383 0.281 E-rOven peak: 0 W AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.400 % Released: 80 % PM 0.457 0.343 0.286 0.400 0.571 1.000 0.857 0.429 0.286 0.229 0.171 0.114 TVs peak: 252 W AM 0.100 0.050 0.050 0.050 0.100 0.200 0.400 0.450 0.400 0.200 0.100 0.100 Released: 100 % PM 0.050 0.050 0.150 0.450 0.850 1.000 0.950 0.800 0.500 0.250 0.150 0.100 cFan peak: 0 W AM 0.600 0.600 0.600 0.600 0.600 0.600 0.600 0.250 0.250 0.250 0.250 0.250 % Released: 100 % PM 0.250 0.250 0.250 0.250 0.250 0.250 0.550 0.600 0.600 0.600 0.600 0.600 Igts-in peak: 0 W AM 0.160 0.150 0.160 0.180 0.230 0.450 0.420 0.260 0.190 0.160 0.120 0.110 % Released: 100 % PM 0.160 0.170 0.250 0.270 0.340 0.550 0.600 0.880 1.000 0.880 0.510 0.280 Igts-out peak: 0 W AM 1.000 1.000 1.000 1.000 1.000 0.750 0.750 0.000 0.000 0.000 0.000 0.000 % Released: 0 % PM 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.750 0.750 0.750 1.000 Igts-gar peak: 0 W AM 0.000 0.000 0.000 0.000 0.000 0.500 0.750 1.000 0.750 0.500 0.000 0.000 Released: 0 % PM 0.000 0.000 0.500 0.500 0.750 1.000 0.750 0.500 0.000 0.000 0.000 0.000 7/23/2019 12:15:51 PM EnergyGauge® / USRCSB v6.1.03 Page 4 Building Input Summary Report APPLIANCES & LIGHTING SCHEDULES(Continued) MEL peak: 0 W AM 0.500 0.500 0.500 0.750 0.750 0.850 1.000 1.000 1.000 1.000 0.900 0.900 Released: 90 % PM 0.900 0.900 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.850 0.750 0.750 7/23/2019 12:15:51 PM EnergyGauge® / USRCSB v6.1.03 Page 5