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RC-16-1591 3 v3 $y E 3t„� Miami Shores Village ��l7tp8 �e �R �rtrtltl 11 10050 N.E.2nd Avenue NE � �S ilTE moo Miami Shores,FL 33138-0000 NED h'4�'��i69po Phone: (305)795-2204 ac ee ,..E PR z4ssue Expiration: 01/14/2017 ,f Project Address Parcel Number Applicant 10433 NE 6 Avenue 1122310120180 CAROL INVEST USA INC Miami Shores, FL Block: Lot: Owner Information Address Phone Cell CAROL INVEST USA INC 990 BISCAYNE Boulevard MIAMI FL 33132- 990 BISCAYNE Boulevard MIAMI FL 33132- Contractor(s) Phone Cell Phone Valuation: $ 80,000.00 JOSEPH S. ROBBIO INC (954)663-6743 Total Sq Feet: 500 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Window Door Attachment Type of Construction:CLOSE IN EXISTING CARPORT AN Occupancy: Framing Stories: Exterior: Insulation Front Setback: Rear Setback: Drywall Screw Left Setback: Right Setback: Window and Door Buck Bedrooms: Bathrooms: Fill Cells Columns Plans Submitted:Yes Certificate Status: Review Electrical Certificate Date: Additional Info: Review Planning Review Building Bond Return: Classification:Residential Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Structural Review Mechanical Bond Type-Contractors Bond $500.00 Invoice# RC-6-16-60113 CF $48.00 Review Plumbing CCF Fee $50.00 07/18/2016 Credit Card $3,400.00 $50.00 Review Plumbing DBPR Fee $36.00 06/08/2016 Credit Card $50.00 $0.00 DCA Fee $36.00 Bond#:3145 Education Surcharge $16.00 Permit Fee $2,400.00 Plan Review Fee(Engineer) $240.00 Scanning Fee $60.00 Technology Fee $64.00 Total: $3,450.00 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,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I 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. Futhe I authorize the above-n ed contractor to do the work stated. July 18,2016 Authorize nature:Owner / Applicant / Contractor / Agent Date Buildi epartment Copy July 18,2016 1 �u MiamiShores Village zois Building arty nt BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FC 20 BUILDING Master Permit No:_9�1(:)— 15e PERMIT APPLICATION Sub Permit No. FX-JBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10433 N.E. 6 Ave. City' Miami Shores County: Miami Dade zip: 33138 Folio/Parcel#: 11-2231-012-0180 Is the Building Historically Designated:Yes NO—_ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:— OWNER: Name(Fee Simple Titleholder): Carol Invest, USA Phone#:1�� Address: 990 Biscayne Blvd Suite 801 City: Miami State: Florida zip: 33132 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Joseph S Robbio, Inc Phone#: (954)663-6743 Address: 9400 S. Meadows Circle city: Miramar State: Florida zip: 33025 Qualifier Name: Joseph S Robbio Phone#:.(9544)663-6743 State Certification or Registration#: CBC 059462 Certificate of Competency#: DESIGNER:Architect/Engineer: Victor Bruce Phone#:( 305)310-5030 Address: 370 N.E. 101 St. City: Miami Shores State:F1. zip:33138 Value of Work for this Permit:$ 80,000 Square/Linear Footage of Work: 500 Sq. Ft. Type of Work: ❑ Addition X1 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Close in existing carport and remodel existing master bedroom and bath and front entrance Specify color of color thru tile: Submittal Fee$ ✓ � Permit Fee$ �f CCF$ w CO/CC$ Scanning Fee$ 6® - 6Q _ _ Radon Fee$ - DBPR$ CANotary$ //►� Technology Fee$ Training/Education Fee$ , C� Double Fee$ X/ Structural Reviews$ ciz� Bond$ b—M.C73 TOTAL FEE NOW DUE$ ��1� (Revised02/24/2014) r Bonding Company's Name(if applicable) N/A • Bonding Company's Address _ City State ZIP Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address City State 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: I 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 the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Carol Invest A, Inc. ? Joseph S. Robbio, Inc e Signature �' Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The regoing instrument was acknowledged before me this t';" day of J(J 4-U— '20 1(p by _ 4�0' day of 72l-Je 20 BA' by C nv ck arn- C)g_r-G,who is personally known to � / i 6.e e .who is rsonally known t me or who has produced as me or who has produced as identification and who did take an oath. identification and w ' oto`"°`B4 TERRI L FLAHERTY NOTARY PUBLIC: NOTARY PUBLIC: /+'� •! MY COMMISSION#FF078781 M EXPIRES January 28,2018 Si n: Sign14 Floridallota Servlce.com Jg Print: i Print: !%' 1 — �'7 Seal: °t►"" t°�a•., Seal: LUCIA G IQFF1028 t d MY COMMISSION*, 0. EXPIRES Decemb .k$$$$$ it��A•k$�Yf�Y Y�"a fie$ �0APPROVED BY 'Plans Examiner Zoning 11PI/L, Structural Review Clerk (Revised02/24/2014) • - -Detail by Entity Name Page 1 of 2 ate` Detail by Entity Name Florida Profit Corporation CAROL INVEST USA, INC. Filing Information Document Number P14000015318 FEUEIN Number 38-3924898 Date Filed 02/18/2014 State FL Status ACTIVE Principal Address 990 BISCAYNE BLVD Suite 801, MB 16 MIAMI, FL 33132 Changed: 03/26/2015 Mailing Address 990 BISCAYNE BLVD Suite 801, MB 16 MIAMI, FL 33132 Changed: 03/26/2015 Registered Agent Name&Address FINLEY& BOLOGNA INTERNATIONAL 150 SE 2ND AVENUE, SUITE 1010 MIAMI, FL 33131 Name Changed: 03/26/2015 Officer/Director Detail Name&Address Title Director, President, Treasurer, Secretary VERLICCHI, EMANUELA 9901 NE 13 AVENUE MIAMI SHORES, FL 33138 Title VICE PRESIDENT MARAZZI, CAROLINA http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 6/7/2016 2016 FLORIDA PROFIT CORPORATION AMENDED ANNUAL REPORT FILED DOCUMENT#P14000015318 May 27, 2016 Entity Name: CAROL INVEST USA, INC. Secretary of State CC1158841828 Current Principal Place of Business: 990 BISCAYNE BLVD SUITE 801,MB 16 MIAMI, FL 33132 Current Mailing Address: 990 BISCAYNE BLVD SUITE 801, MB 16 MIAMI, FL 33132 US FEI Number: 38-3924898 Certificate of Status Desired: No Name and Address of Current Registered Agent: FINLEY 8 BOLOGNA INTERNATIONAL 150 SE 2ND AVENUE,SUITE 1010 MIAMI,FL 33131 US The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida. SIGNATURE: STEFANIA BOLOGNA 05/27/2016 Electronic Signature of Registered Agent Date Officer/Director Detail : Title DIRECTOR,PRESIDENT, Title VICE PRESIDENT TREASURER,SECRETARY Name MARAZZI,CAROLINA Name VERLICCHI,EMANUELA Address 9901 NE 13 AVENUE Address 9901 NE 13 AVENUE City-State-Zip: MIAMI SHORES FL 33138 City-State-Zip: MIAMI SHORES FL 33138 Title ASSISTANT SECRETARY Name BOLOGNA,STEFANIA Address 150 SE 2ND AVENUE 1010 City-State-Zip: MIAMI FL 33131 1 hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the some legal effect as ff made under oath;that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607,Florida statutes;and that my name appears above,or on an attachment with all other like empowered. SIGNATURE:STEFANIA BOLOGNA ASSISTANT SECRETARY 05/27/2016 Electronic Signature of Signing Officer/Director Detail Date Detail by Entity Name Page 2 of 2 9901 NE 13 AVENUE MIAMI SHORES, FL 33138 Title Assistant Secretary Bologna, Stefania 150 SE 2nd Avenue 1010 Miami, FL 33131 Annual Reports Report Year Filed Date 2015 03/26/2015 2016 04/25/2016 2016 05/27/2016 Document Images 05/27/2016--AMENDED ANNUAL REPORT View image in PDF format 04/25/2016--ANNUAL REPORT View image in PDF format 10/08/2015--AMENDED ANNUAL REPORT View image in PDF format 10/06/2015--AMENDED ANNUAL REPORT View image in PDF format 03/26/2015--ANNUAL REPORT View image in PDF format 02/18/2014-- Domestic Profit View image in PDF format Copvriaht©and Privacy Policies State of Florida,Department of State http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 6/7/2016 DESARATA BUILDING CORP. 3523 GRIFFIN RD. DANIA, FLORIDA 33312 State Certified General Contractor CGC 021804 June 8,2016 Joseph S. Robbio, Inc 9400 S. Meadows Circle Miramar,Florida 33025 Re: Labor Contracting We propose to supply carpenters and laborers for demolition,concrete work,framing and drywall at 10433 NE 6 Ave. Miami Shores. We will supply men as needed at an hourly rate to be billed on Friday and to be paid by Wednesday of the following week. All men are covered with workers compensation and liability insurance and certificates will be provided to contractor. Hourly rates: Carpenters ------------------35.00 per hour Laborers ------------------25.00 per hour Thank you, Richard Ho Accepted by D r .eco CERTIFICATE OF LIABILITY INSURANCE DATE(NMfDD1YYYY► 06/08/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Monica Mendez Finney Insurance Corporation PHONE . 954966-5533 No,:954-9894208 5601 Sheridan Street E-MAIL : johnf nne nsuranceco .com Hollywood,FL 33021 INSURER(S)AFFORDING COVERAGE NAIC0 INSURERA: United Specialty INSURED INSURER B: Brid afield Empi9yers Ins. Co. Desarata Building Corp. INSURER C: 3523 Griffin Road INSURER D: Dania,FL 33312 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 00000000.2524804 REVISION NUMBER: 40 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. WSR TYPE OF INSURANCE ADD` POLICY NUMBER POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY DC000838 01 01107/2016 01107/2017 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTEF) CLAIMS-MADE [XI OCCUR PREMISES Ea reence $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑JECT F-1 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITYCOMBINED SINGLE LIMIT $ a accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per ardent) $ ALTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident J L $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR LCLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WC COMPENSATION B 83038411 09/28/2015 09/28/2016 X TATUTE ER - AND EMPLOYERS'LI ABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y© N/A E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? (Myyaeensdatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 ascribe under DESCRIPTIONN OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached It more space is required) Qualifier. Richard E.Howerton Lic#CGCO21804 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE a Building De THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Miami Shores Villa g g pt. ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shores, FL 33138- AUTHORS REPRESENr�1 /E MIM ) l ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by MIM on June 08,2016 at 12:54PM I I F I August 16, 2016 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Soil Statement Permit Number: RC-6-16-1591 Address: 10433 NE 6th Avenue Building Department, According to the permit drawings, the concrete foundations are set to bear on sand and rock capable of resisting 2,000 psf. I certify after visual inspection that the soil is lime-rock formation and has the some bearing capacity as stated above. Please contact me at 305.310.5030 if you have any questions and/or comments. Sincerely, I Victor J. Bruce A. A. LE4 R AP Architect AR-0017103 P.O.Box 530019 Miami Shores,Florida 33153 telephone 305-310-5030 email vb@b2-ai.com STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 " US 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 ROBBIO, JOSEPH SALVATORE JOSEPH S. ROBBIO, INC. P O BOX 7376 HOLLYWOOD FL 33081 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque DEPARTMENTOF.BUSINESS AND restaurants,and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order CBC059462 ISSUED: 06/23/2016 to serve you better. For information about our services,please log onto www.myfloridalicense.com. There you can find more CERTIFIED BUILDING CONTRACTOR information about our divisions and the regulations that impact ROBBIO,JOSEP14 8ALVATOR you,subscribe to department newsletters and learn more about JOSEPH S.ROBBIO,INS.' the Department's initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly.We constantly strive to serve you better so that you can ' serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! ExpUal n date<AUG 31,2018 L1806230=18 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION c CONSTRUCTION INDUSTRY LICENSING BOARD CBC059462 N '= The BUILDING CONTRACTOR Named below IS CERTIFIED G°nwe► k Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 r ROBBIO,JOSEPH SALVATC R€ JOSEPH S. ROBBIO, INC. 9400 S MEADOWS CIRGLE MIRAMAR FL-.33025If M € , N ISSUED: 06/23/2016 DISPLAY AS REQUIRED BY LAW SEO# L1606230000618 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT (i 115 S. Andrews Ave., Rm.A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2016 THROUGH SEPTEMBER 30,2017 DBA: Receipt#:180-9029 JOSEPH S ROBBIO INC GENERAL CONTRACTOR (BUILDIl Business Name: Business Type:CONTRACTOR) i Owner Name:JOSEPH S ROBBIO Business Opened:12/23/1997 Business Location:9400 S MEADOWS CIR State/County/CertfReg•CBC 059462 MIRAMAR Exemption Code: j Business Phone:954-647-6743 �I Rooms seats Employees Machines Professionals 1 For Vending Business Only Number of Machines: Vending Type: � i Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 y' � I it j !'I THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: ' JOSEPH S ROBBIO Receipt #iCP-15-00011821 P 0 BOX 817376 Paid 07/12/2016 27.00 La HOLLYWOOD, FL 33081 J . I � I -- --- — ——— — —-- --- -- --- — — 2016 . 2017 n /��S �/ MM16 Southwest Airfirm-ReMen Wrowy Iff indicates external site which may or may not rneet accessibility guidelines. Ci 2016 Southwest Airlines Co.AD Rights Reserved.Use of the Southwest websites and our Company Information constitutes acceptance of our H I RICK SCSI OTT,GOVERNOR 'ON,SECRETARY -0 -11LAM 1MOF FLORIDA N OEPA.111111 I NT C IF BUM14U 11IMS AND PROFSIONAL Rlx§41'tj 1: NISTI MICTICM INDUSTRY L! RMN5�Aq 4 0 The GTNEOLAL CONT Rik Named talc 14 wIS CERTIFIED' b(D Orbiv(.Wons'of Chapter 4619, 1 Undirt E Xpktfbi - AUG'31, 2P'I*,6 ` ..4i MAERTft ;Its TA, Dt NOV . ......... "N % hllpS- Mir qnldh§Ft;qi rnMffllgtt gr dJ nn 212 IC-LIL Mill- il)InAjl)nlA I]IMPI Al'AS REQUIRED BY LAW -102041000966 t���lli_I■■1111 1®I■®SII- _- - _ _____�®�ilpUili l I IIS■�iw_ i BROWS F111 MILINTY'LOCAL BUSINESS Tiliu'l IRI IPT 115 S. Andrevin Ave. Ftm. A-100, Ft. Lauderdale, FL 3330'1. 1 iglj i 1!•-831-4000 1j%l.l ) OC"roBER '1',2015 THROUGH ''SEP71:1 841 l j.2016 i DILA: : r Rei q^i2s1a II Business Naiine:DESI CA B.ILDINd CORP BUSlnea!!t l�, I:RAAL C3 4TRACTOR (CCRTI)3 D fl I:RAL CEJ 1TRACTOR) I Owner Nannie:RL:HAft[ EDW:.- HOWER.:CON Business O LSII113t1 L 2 '19F3: j Business i_ocaticnn:35N13 ;: :IFF :V RD DA�fI:�, tr�ACl State/COuntY/Ci3'�44P11 J218046 I 1 [ Business Phori'e:95.1-4 c -79Exemption �, 1 3 sxllEl I Rooms Se,is Employese Macfld tE a Profs.,slanals I a For Vending susiness N u mbar of IN,�: fines _ Vending i e: Tax Amount transfer 1=EIe iSi=Pee Penalty Prior Yeart n Cost Totai Paid 0 0 _., 27. 7.0 1 0 CT 0.00 i, _ _ I I on I THIS RECEIPT 10113' 'BE F)1)STED� CONSPICUOUSLY IN YOUR F'11di4i F" BUSINESS ; f THIS BECOMES A:°rlU(F;I°rte!:I "f This talc ins levied for the privilege of doing bu;ire ssl; , I:roware ,;ounty and is i non-reguiatory in nature. You must meet all (,r un1,y 1 r Municip tlity,planning WHEN VALIDATED and zoning requirements. This Business Tax Rcce I 1 :be tran iferred when � the buisinless is sold, business name has ;tieng-' , !'ou hav+! moved the business location. This receipt does not indica b; ti-al siness i! legal or that 1 it is in connpliance with State or local laws anc ratiud,l Mailing Address: RICEAR.D EDWAR:ir) H0WE:E:7':) f Receiprl #!a I 3523 GRIFFIN RID I-00015 183 1 DANIA, FL 3:3312 Paid 1 1120, 1 27.00 I ZPEeo:ive Date : I 2015 - 2016 _---- SHORES � - P mac, �r ggll°amt ��J) M. 1111m� La� t ��®��ii' i ��- Lla% i�'-4y� "I Irl,N'c ti 10050 N.E. SECOND AVE. IURIDP MIAMI SHORES, FLORIDA 33138-2382 Telephone: (305) 795-2207 Fax: (305) 756-8972 DAVID A. DACQUISTO, AICP PLANN'NG 5 7_OMNG =1REi-C,w DEVELOPMENT ORDER File Number: PZ-05-15-2015202 Property Address: 10433 NE 6th Avenue Property Owner: Carol Invest USA Inc. Address: 10433 NE 6th Avenue Applicant/Agent: Victor Bruce Address: 370 NE 101 Street Whereas, the applicant Victor Bruce (Agent), with the consent of Carol Invest USA Inc. (property 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. Garage conversion. Whereas, a public hearing was held on June 25, 2015 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 to convert a 221 sf covered carport to a master bedroom suite. 2) The applicant to maintain 2 legal parking spaces on the plot. Page 1 of 2 3) An erosion and sedimentation plan subject to review and approval by the building official is required if ground cover is removed or as required by the building official. Properly installed soil erosion measures (silt fences, straw barriers, etc.) and anti-tracking area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control measures must be in place prior to footings inspection. 4) Landscaping shall be compliant with Division 17 of Appendix A, Village of Miami Shores Code of Ordinances. No new landscaping is proposed 5) Ground cover must comply with the provisions Division 17 of Appendix A, Village of Miami Shores Code of Ordinances, artificial turf is specifically prohibited. 6) Applicant to obtain all required building permits before beginning work. 7) 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 (DOH/HRS) as required. 8) Applicant to meet all applicable code provisions at the time of permitting. 9) 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. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami-Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 25h day of June, 2015 by the Planning and Zoning Board as follows: Mr. Abramitis Absent Mr. Busta Yes Mr. Reese Absent Mr. Glinn Yes Chairman Fernandez Yes Date and M. Femande Chairman, Planning oard Page 2 of 2 G2 Consulting Group,lnc. JOAQUIN MONTESINO, P.E 9725 SW 4 th TERR., Miami, Florida 33174 PH (786)2940032, Fax(786)2940032 Lic#69969,CA 25882 BY: JM DATE:7/25/15 SUBJECT:BRUZZI Res SHEET 1 OF13 CHECK BY:JM DATE7/25/15 Miami Shores , Florida . . .... ...... CALCULATION TITLE SHEET .... .... ..... ...... .. . ..... .. .. .. . ...... Job Name : CAR PORT . . . . ...... eft. .. .... _ Client : Mr. BRUZZI 10433 NE 6 th AVE. MIAMI SHORES, FL 33 8 Job Type : RESIDENTIAL .^ Building Code : .F.B.C.-2014-Sth Edition Building Dept : Miami Shores The undersigned hereby certifies that the enclosed structural calculations were prepared either by myself or under my direct supervision. For the computer runs,if any,input was prepared and the output data analyzed and interpreted in the same manner prior preparation of the construction documents. `v� Therefore, I accept professional responsibility for fix` \N interpretation of any computer outputs. ♦ E N S �O i No.69969 E OF r lo-00 % ` (j\ �'�sstill WW S�ONA�-�♦`� g2 consulting group,inc Job:bruzzi �, joaquin montesino, p.e Calc. by:JM 9725 sw 4 terr miami fl 33174 Date:07/14/15 lic#69969 CA 25882 Checked by:JM Date:07/14/15 WIND LOADS PER ASCE7--10 EXPOSURE :C Roof angle: (713eg.)< 6< _ (27 deg) Roof angle: 3 • g sloe:_ — 0:= atan(slope) 8= 14.036 deg • 12 ..• .... ....�. V,:= 175 mph Mean hight h:= 15ft *a*:*a*:**" Importance Factor 0000 0000 ..... .... ..... . • 1:= 1.00 ..... ' . ..... Topographic Factor "•"• •"•'• ...... Kzt:= 1.0 • • .• ....• . . . .. Velocity pressure Exposure :••••as 0 000:00 0 • 2 •• • 2 h of of Kz:= if (h < 15ft), 2.01.091 2.01• Kz=0.85 JJ B 11 Wind Directionality Factor Kd:= 1.0 Basic Velocity Pressure qh:_ 10.00256•Kz•Kzt•Kd•(V)2•I1•psf qh=66.55•psf g2 consulting group,inc Job:bruzzi *3 joaquin montesino, p.e Calc. by:JM 9725 sw 4 terr miami fl 33174 Date:07/14/15 lic#69969 CA 25882 Checked by:JM Date:07/14/15 Wall Pressure for building h<60Ft Goes Negative :zone4 ' . . .... ...... (71)22 eG••s• 0 GGee:G • A:= A= 16.333ft Gcpi:= —0.18 9.0006 0 ;0•Go; 3 G•0• 0900 s .••• 00 0000 00000 GcP4:= —1.2766+ 0.1766-log(A GcP4=—1.062 0.0 0.0 00000000 G 0 0 2 •G 00 00 s000000 ft 000000 0 00 P4:= gh•[Gcp4—(—Gcpi)]•0.6 P4=—49.61•psf 0 ' :•••0 o **Go:* GG • Ge•. s Ge Negative : zone5 GcP5:= —1.7532+ 0.3532-log Z GcP5=—1.325 ft P5:= gh•[Gcp5 —(—Gcpi)]•0.6 P5=—60.087•psf positive :zone4&zone5 2 A:= (7ft) A= 16.333 ft2 `w 3 GcP4.5:= 1.1766—0.1766-log2 GcP4.5 =0.962 ff P4.5 gh•[Gcp4.5 + (—Gcpi)]•0.6 P4.5=45.617•psf g2 consulting group,inc Job:bruzzi joaquin montesino, p.e Calc. by:JM 9725 sw 4 terr miami fl 33174 Date:07/14/15 lic#69969 CA 25882 Checked by:JM Date:07/14/15 Exist. wd rafters over 17.3 ft long. Ag:= 100ft2 zone : 1 Negative with and without overhang „:_ -0.18 • . . .... ...... Gcp:= -0.9 if Ag<- l 0ft20 0 • • • ...••• •• . .••..• • A2 2 0000.• • :..••: -1.0+ 0.100.log g if loft <_Ag<_ 100ft •••. .... ft2 .... .... 0.000 ...... 000000 ..... -0.8 if Ag> 100ft2 .••••• .. . ...•.. •• .• • . . • 0000•• •• • •0•• 0 •• • Plg:= [gh•[Gcp -(-Gcpi)] + 10psf]•0.6 Plg=-33.133•psf (net wind pressure) zone2 : Negative without overhang 91m- -1.7 if Ag<- 10ft2 -2.200+ 0.50-log(Ag) if loft <-Ag<_ 100ft2 -0.18 ft2 -1.2 if Ag> 100ft2 P2g:= [gh•[Gcp -(-Gcpi)] + 10psf]•0.6 P2g=-49.105•psf (net wind pressure) zone3 : Negative without overhang Mc .= -0.18 -2.6 if Ag<- 10ft2 -3.200+ 0.60•logAg if loft2 <-Ag<- 100ft2 ft2 -2 if Ag> 100ft2 g2 consulting group,inc Job:bruzzi joaquin montesino, p.e Calc. by:JM 9725 sw 4 terr miami fl 33174 Date:07/14/15 lic#69969 CA 25882 Checked by:JM Date:07/14/15 P3g:= [gh•[Gcp —(—Gcpi)] + 10psf]•0.6 Pig=—81.051•psf (net wind pressure) • . . .... ...... zone2 : Negative with overhang • ...... .. . ...... —0.18 ...:.. .... •.•. . . for all : A •••� •••• •���• g ...... .. . ..... .. .. •• • ...... P2 h Gc —Gc i + 10 sf •0.6 P2 — 89.037 sf net wind RAessurej••• • •••• zone3 : Negative with overhang —0.18 Gam= —3.7 if Ag<— 1Oft2 —4.9+ 1.2•logA9 if loft <—Ag<— 100ft2 ft2 —2.5 if Ag> 100ft2 Gcp =—2.5 P3 := [gh•[Gcp —(—Gcpi)] + 10psf]•0.6 P3g=-101.016•psf (net wind pressure) g2 consulting group,inc Job:bruzzi joaquin montesino, p.e Calc. by:JMs 9725 sw 4 terr miami fl 33174 Date:07/14/15 lic#69969 CA 25882 Checked by:JM Date:07/14/15 Door Pressures for buildina h<60ft Negative :zone4 Y • • • •..• 0000•• 6 9 0000•• •. • ..••.• 060:96 0 • • •.90 0000 • • . • • • Gam:= -1.2766+ 0.1766-log A Gcp4=-1.043 ...0•. 6006 ..:..' ft2 6 . . h Gc -Gc i 0.6 -48.84 sf 00 00 0 0 9 0:6• 0 • moi= g [ P4-( P)�. p4= p • • • • • • 6 . ...••. • . •••00• •. 0 ...• 0 0• • Negative : zone5 9101:= -1.7532+ 0.3532-log(A GcP5=-1.286 ft U.= gh•[Gcp5 -(-Gcpi)]•0.6 P5=-58.547•psf Positive :zone4 8i zone5 A:= 21 AW Gc�:= 1.1766-0.1766-log(A Gcp4.5=0.943 ft2 = gh•[GcP4.5 + (-Gcpi)]•0.6 P4.5 =44.847•psf 1 ' g2 consulting group,inc Job:bruzzi joaquin montesino, p.e Calc. by:JM 9725 sw 4 terr miami fl 33174 Date:07/14%15 lic#69969 CA 25882 Checked by:JM Date:07/14/15 window Pressures for buildinsa h<60ft Negative :zone4 Ate:= 10ft '.•' : •..�.� .� • ..,.•.• 1.2766+ 0.1766.log A GC1.1 ft g 2 Pa=— �••• 0000 • • • • • • 0000 0000 0000• h Gc -Gc i 0.6 51.112 sf �••••. •• • •••••� 0..000 • • • . • • • ..••.. Negative : zone5 •0009• A •• • 0000 • 9 Gam:= -1.7532+ 0.3532-log — GcP5=-1.4 •• • ft2 = gh•[Gcp5 -(-Gcpi)1•0.6 p5=-63.092•psf positive mone4&zone5 A:= 10ft2 tvw �:= 1.1766-0.1766•logA GcP4.5 = 1 ft2 = gh•[GcP4.5 + (-Gcpi)]•0.6 p4.5 =47.119•psf G2 Consulting Group, Inc. Job:BRUZZI JOAQUIN MONTESINO P.E Sheet No: of 9725 S.W.4 th TERR. Calc by:JM ate:6/29/15 Miami, FL 33174 Checked by:JM Date:6/29/15 LIC#69969, CA 25882 COMBINED AXIAL LOAD&BENDING COMPRESSION FOR MASONRY WALL: VERTICAL LOADS : DEAD LOADS: 9669 ASCE? - 10 • • . . .•.. 6666•. DL:= 4201bfZONE4 :P=-19.6 sf 8s'"mue •••• •• 696.06 TRY : MASONRY WALL PA'I IIALLY LIVE LOADS: GROUTED#5 @48" 0'0"0 0.000. • • ..96.9 9• • 96999 LL:= 01bf 00 6 ee • • 6.9906 0. 0 6666 9 Maximun Calculated Axial Loads : P:= DL+ LL P=420•lbf Calculated Axial Stress: fa:= P An:= 2.1.25in•12in An An=30•in2 fa= 14-psi The Allowable Compression Stress is: fm:= 1500psi h:= 7.17ft r:= 2.66in h 2 Fa:= .25-fm. 1 - 140•r Fa=354.982-psi Check Compressive Stress in Masonry tb= Mw-2 b:= 48in b•d2•j•k d:= 3.81in G2 Consulting Group, Inc. Job:BRUZZI JOAQUIN MONTESINO RE Sheet No: a of 9725 S.W.4 th TERR. Calc by:JM Date:6/29/15 Miami, FL 33174 Checked by:JM Date:6/29/15 LIC#69969,CA 25882 Concrete Block: Block width: hblock:= 7.625in web thickness: tweb:= lin Shell thickness: tfs:= 1.25in Block cell width: b,,,,:= 8in-2•tweb bcell=6-in Proposed spacing: Spacing:= 48iz No R Cell:= I Height of Wall: h:= 9.33ft Ac:_ [ S acin t � +[( -(b hblock t I + t )J•NoR Cell g ,w, ( P g)' fs 2 fs Jcell web — Ac=77.937•in2 As:= .31in2 •••• . . 0000 0000.. . . Es:= 29000000psi Em:= 900•fm •• 0••0•. •• 0.0.06 66 . 0000.. 0000.. 0 As •••••• 0000 66.6 . . Ac 0000 000060606 p=3.978 x 10-3 00'00• 000000 0000.. 0.060. *000 0 Es te:= 49.6psf n:= 0060:6 Em • 6— .6666. • n =21.481 w:= Spacing•P •.. 0 6 0000 i•• • i 66 p n =0.085 w= 198.4•plf 1�= 7.17ft Mw:= 1—w•12 8 Mw= 1275•IV-ft k:= 2•n•p+ (n•p)2 -n•p k=0.337 _ k ' 1 3 Fb:= 13J•fm G2 Consulting Group, Inc. Job:BRUZZI JOAQUIN MONTESINO RE Sheet No:—J'0—of 9725 S.W.4 th TERR. Calc by:J Date:6/29/15 Miami, FL 33174 Checked by:JM Date:6/29/15 LIC#69969, CA 25882 j =0.888 Mw2 Fb=500-psi fb:_ (b-d 2-j•k ) fla(( + Fb)) =0.333 < 1.0 Fa fb= 146.924-psi Check:= i (fa + > 1.0,"NO GOOD" "OK" Fa Fb :_ =0.294 Fb Check= "OK" CHECK BARS TENSION 1 2 wl := 49.6psf = 7.`17ft 8 F,:= 24ksi d:= 3.81 in MW:= w1.1 MW=319•Ibf•ft 0000 ft00 • . . 0000.. 000000.0 :. • . As,•_ MW in 2 2 •••..• 0000. •• . �•d•FS AS:_ .31in 00.•00.. •As'=0.047• 0 0000.... $ 0000 0000 . . SPACING OF BARS 0 0000.. 000000 00000.60 0000.00. 000000 S=78.953•in .• •. •• • 0000.• _ As, 0000. 0so ... . • . . 0000.. 0000.... • . • . • . 0000..•• .. . 00.00 . • .• one 4 :Used #5 @ 4a" g2 consulting group, inc Job:BRUZZI Joaquin Montesino p.e Sheet M [(_of 9725 sw 4 terr miami t133174 Calc by:jm_Date:_7/8/15 ph/fax:786-2940032 Check by.jm Date: 7/8/15 lic:69969 COMBINED AXIAL LOAD & BENDING COMPRESSION FOR MASONRY WALL: VERTICAL LOADS : DATA: TRY"fc-"1 @ jambs DEAD LOADS: TRY 1#5 DL:= 11831bf WIND VELOCITY : 175MPH EXP :C ASCE? — 10 h:= 7.17ft LIVE LOADS: ZONE4 : LL:= Olbf p,:= 51.1 psf Maximun Calculated Axial Loads : P:= DL 4- LL P= 1183•lbf Calculated Axial Stress: -- — oboe P An:= 7.625in• 7.625in• 1' • fa'— An .. boob An=58.141 • in2 boob.. e..• : 000000 fa=20.347•psi 900:60 0 0 6 6 0 0 6 . .000 9669 Goes 9 G 0 0 s 0000 The Allowable Compression Stress is: boob...96. 0000 66900 . boob. fm:= 1500psi 1 := 7.17ft r:= 2.2in ••.0• • • 0600 600�. 60 .. 6 . . 0 . . . . ..06.9 h 2 99oo*G 0'-n : . G Fa:_ .25-fm 1 — ' ' ' ••"'• 140 r �� •��:6• • • 00 e Fa=345.736•psi Check Compressive Stress in Masonry Mw-2 fb = b• d2•j - k g2 consulting group, inc Job:BRUZZl Joaquin Montesino p.e Sheet#: ()/ of 9725 sw 4 terr miami fl 33174 Calc by:jm_Date:_7/8/15 ph/fax:786-2940032 Check by:jm Date: 7/8/15 lic:69969 LA TfIva%Am ��pll L r A _ , . 1:= 8in 5:= 6inL{= 6ft tf,:= 1.25in d:= 3.81in b— I+ S Ac:= I•d+ S •tfs Ac=34.23• in 2 2 As:= .31 in 1 bar#5 2 Es:= 29000•ksi Em:= 900• fm As P:= — L ••.. Ac w:= Pw' 2 : ••• ••.•.• ....�• p=9.056x 10 3 •• • seer• •. W= 153.3•plf e• •s• •• • see*:. Es sees** e • • n:= •0600• Em . • • • e••• •00• •0.00 n =21.5 ••�••� sees•• .e:••• • p•n =0.195 e••••• • e • • • sees.• cess.. 2 • • • •.sees Mw:= 1 I •w• h 00 • •••V• • • 8 •• • Mw=985.123 • lbf•ft k:= 42-n• p+ (n• p)2—n- p k=0.459 k j : 1 - 3 j =0.847 fb:= Mw• 2 Fb:= I fm (b- d 2-jk 3 Fb=500•psi fb=380.954•psi fa + fb =0.821 Fa Fb g2 consulting group, inc Job:BRUZZI Joaquin Montesino p.e Sheet M �'_of 9725 sw 4 terr miami fl 33174 Calc by:jm_D te:_7/8/15 ph/fax:786-2940032 Check by:jm Date: 7/8/15 lic:69969 CHECK:= i gLa + tb <— 1,"ok","not good" Fa Fb) CHECK= "ok" check tension on reinf. for fc4AD iambs 2 Fs:= 24ksi w= 153.3• lbf As':= .31in— ft Mw:_ (1 ` -w-h 2 Mwt /Vvvvw8 j •d•Fs• 1.33 As=0.115 ini <As' ok! , — if(As<—As',"ok","not good") • •• •• • •••• 0000 0000 • • • 0000 • CHECK "ok" .. �•. .• • •••.•. 000000 • . • 0000.• NOTE : USE 1#5 VERT. .•000. 00.0.. 0000 0.00 00.0• • •0.00• •• .• 0.000 • . . 00 00 00 . 000.0• 0000.. • 04 . . 0 . . 000.00 •00000 40 • • 0000.. 00 0 00.0 • • .• MIAMI•DADE MIANH DADE COUNTY o PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES WR) Miami,Florida 33175-2474 BOARD AND CODE ADAE MMTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) WVnV.miamidadg.gov/economy Nu-Vue Industries,Inc. 1055 East 29*Street Hialeah,FL 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida&adding Code,including the High Velocity Hurricane Zone. •••• •••••• DESCRIPTION:Series AB,NVSTA,NVHTA,NVTHJ,IKE,NVTT and NVHG37'SteeI WMA. '. Connectors 0 0000.. APPROVAL DOCUMENT:Drawing No.NU-1,titled"Truss and Top Plate Anchcars:,sheets 4.1briough 4:00 00 of 4,dated 02/1812008,with last revision dated 01/25/2012,prepared by Nu-Vue adwir4s,Inc.,signed and*• •• sealed by Vipin N.Tolat,P.E.,bearing the Miami-Dade County Product Control retaemf Itamp oft the ••••• Notice of Acceptance number and expiration date by the Miami-Dade County ProdbOt C'bntrol Sebtioih. '•00 00 MISSILE IMPACT RATING:None .0 0 . . . . 0000.. 0000•• LABELING:Each unit shall bear a permanent label with the manufacturer's name or lapo,city,state, 600009 model/series,and following statement: "Miami-Dade County Product Control ApproVtd",unlesi;b14ftvise 0 . noted herein. RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA renews NOA#12-0130.32 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.13-0206.17 MIAt�ii�nuScoUNTY Expiration Date: May 22,2018 Approval Date: May 2,2013 Page 1 Nu-Vue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.NU-1,titled"Truss and Top Plate Anchors",sheets 1 through 4 of 4,dated 02/18/2008,with last revision dated 01/25/2012,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat,P.E. B. TESTS "SubmUted under NOA#08-0325.02" Test reports on wood connectors per ASTM D1761-88 by Product Testing,Inc.,signed and sealed by C.R.Caudel,P.E. Report No. Wood Connector Load Direction Date 1. 05-5195A AB-5 Fl and F2 06/03/05 2. 05-5196A AB-7 Fl and F2 06/11/05 3. 04-4995 NVTHJ-26 Upward 01/31/05 4. 04-4996 NVTHJ-28 Upward 01/31/05 S. 05-5612 1KE-1 Upward,LI and L2 03/20/06 6. 06-5622 IKE-2 Upward,LI and L2 05/01/06 7. 04-4908 NVTT Upward and LI 07/21/04 8. 03-4631 NVTT Upward and Ll 06/21/04 9. 08-6711 NVHC-37 Upward,Ll and L2 03/14/08•••. 0000.. . .. . 0000 . C. CALCULATIONS "Submitted under NOA#08-0325.02" •••••• o••o � 6990:6 1. Shear value of common wire nails and steel plate tensile calcuMMM,prepared by :....: Vipin N.Tolat,P.E.,Consulting Engineer,dated 03/20/2008,srian;e and sated by ; • Vipin N.Tolat,P.E. • 0000.. .. . 0000. . . . . . .. .. .. . 0000.6 D. QUALITY ASSURANCE 0 • 0 . . . . . .0.... 1. Miami-Dade Department of Regulatory and Economic Resources(VR)0 0••••• • . . 0000.. .. . 00.0 0 E. MATERIAL CERTIFICATIONS •• 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest,dated 01/31/2013,signed and sealed by Vipin N.Tolat,P.E. "Submitted under NOA#08-0325.02" 2. Code conformance letters for all of the tests listed on Section B,issued by Product Testing, Inc.,signed and sealed by C.R.Caudel,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No.13-0206.17 Expiration Date: May 22,2018 Approval Date: May 2,2013 E-1 Deep Seat Truss Anchor..They are designed to.resist Lateral and uplift forces. Holden Double Strap Riveted Truss Anchor..They are designed of 14 gauge steal The strap is made of 14 gauge steel and the seats of 20 gauge steel. plates to resist lateral and uplift forces. The seats are made of 20 gauge steel. UPLIFT UPLIFT L2A x ' truss Pooh = � mita°M ch apxs s. arLL . Truss Pomo rOrq .�, b tree e}loecb MV7't to .4rotten d , ` ��.� l• .tip • 2 '� S ' 1' . pzm ♦�" 3 Assembly Dimension Total No. Total No.of Assembly Dimension Total No. Total No.of Product H of Fasteners Fasteners In Allowable Loads(lbs) pxoduct H of Fastanors Fasteners In Allowable Loads(lbs) Code (Inches) in Soap 20 QA.Seat Code inches in two Straps 20 GLA.Seat s s a s IQdx 1 10dx 1�° Upltft Ll l. °2 ( ) IOdg ° 10dx Uplift Uplift Ll L2 NVSTA12 12 5 6 1045 700 1049 NVHTA12 12 10 6 1506 1766 1050 1450 6 6 1141 760 1144 12 6 1695 1987 1181 1631 NVSTA16 16 7 6 1236 823 1239 NVM16 16 14 6 1883 2208 1312 1812 NVSTA20 20 8 6 1331 887 1335 NVRTA20 20 16 6 2071 2429 1444 1 I994 NVSTA22 22 9 6 1426 950 1430 NVRTA22 22 18 6 2259 2649 1575 1 2175 Notes: NVSTA24 24 NVHTA24 y} 1.Nails nue necessary in straps and seat to achiove,dosing Ioads. 2. See noto 6,Acct 1 for combined loading. 3. Nails through chords shall not force the truss plates. 4.•For gomual notes,see sheet 1. 5. For higheruplift loads,concrota shell be 3000 psi. 6. Based on min.2500 psi concrete. •• 000 • • • • • •• VIPIN N. TOLAT, PE (CIVIL) FL. REG. 1x847 Nu-Vue • • •• • • • • • tuo. • MKWUOi�YYFri• ••• • 15123 LANTERN CREEK LANE 1053-1059 East 29 Sheet • O HOUSTON, TX 77088 Hialeah,Florida33013 •• • • • • •• 694.0397 A90PUM No "07A(nJ7 l Fax:(305)694-0398 8y p+f�j• • TRUSS AND TOP PLATE ANCHORS • •• • • • • • • • • • DVA3 H: sheat. Date: Rovisia= • • • • • • • • • • • 3t t3 Feb 18 • •• • • • • e • • NU-1 2 Of 4 00 2,008 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 • 0 ••• 0 0 4pprovals Florida Building Miami Dade County Code NOA# NVHTA Holden Double Strap Riveted Truss Anchor FL 16294 13-0206,tTNVSTA Single Strap Deep Seat Exp.May22,2018 Riveted Truss Anchor NVHC37 5 Way Grip Clip AB Angle Clip IKE Stud Plate Ties NVTHJ26/28 Hip and Jack Hangers NVTA Truss Anchor Strap FL 16294 NVTAS Riveted Truss Anchor Strap NVRT Flat&Twisted Rafter Ties NVBH24 Butterfly Hanger NV H26 Joist Hanger NVTH Heavy Duty Single Strap NVTPH Top Plate .0000 . . 0000 41 000000 FL 16294 NVSO 236 Heavy Dut�'j.Wce.Mount�.kaist Hanger' NVJH 24-26-28 Joist SitppOM -• . Osseo* NVHC43 +43/2 Hurrican*p;Clips oo;� ;--••; 0 0000 0000 0000. 0.0000 .. . 00.00 NVSNP3 Skewed Nail Plate--* 0 to 0.0 'see:' NV358 Double Heavy tMt 7 trap§witb 2 Plyo�p jj NV458 Double Heavy Pu Straps with'3 Ply- at FL16294 12-0130.35 NVTH Heavy Duty Single Strap .":'. ' Exp.December 23,2014 so 0 NVTHS Heavy Duty Single Straps with Seat NVSTA-12H/48H Heavy Duty Single Straps with 1 Ply Seat NVHTA-12H/48H Heavy Duty Double Straps with 1 Ply Seat NVHCL/R Hurricane Clips Right&Left 2 N VR T — Flat and Twisted Rafter Ties 1" x 14 NVRT Wood to Wood 16d or 10d Maximum Uplift Load(lbs) Product 11/2"Nails Le tb Code Garage TOTAL em Flat Ties Twisted Ties 12 NVRT-12 14 6 3 5885 5885 8 4 725 724 16 NVRT-16 14 10 5 861 860 18 NVRT-18 14 12 6 1 998 996 20 NVRT-20 14 1 14 7 1135 1132 22 NVRT-22 14 NVRT Wood to Concrete No.of 16d or 10d 11/2 No. of 1/4"diameter Maximum Uplift 24 NVRT 24 14 nails to Wood Framing Tapcons to Concrete Load(lbs) 30 NVRT-30 14 3 3 5885 4 4 722 36 NVRT-36 14 5 4 856 6 5 991 48 NVRT-48 14 7 5 1125 Notes: 1) Specify"F"for Flat and"T"for Twisted when Do not •• • ordering. use fircled : ' ...... 2) Fastener values are based on a minimum of ham::• : ro • 16d • 11/2"thick wood members. " ••• Do •••••• R • 3) ' *Indicates no. of nails in each connected wood ° ° 1 •••• • RTaP• '§.. member. 4) ITW tapcons shall be embedded a minimum of 8 ' ••• 11/4"into concrete tiebeam or tiebeam formed ° ly a o : • • • • with concrete filled masonry. ITW to shall ° `f•4 • • 1 pcons •>� • �t�' • have a min. edge distance of 21/2"and minimum ;o ' ; •. ; staggered spacing of 3/4"as shown. NVRT Anchor ••� 5) Use on in Non-HVHZ. ..' Holes dia. All ...... 6) For Uplift loads CD=1.6 •• • 7) See general notes,page 01. UPLIFT 8) This table is based on Florida Approval 16294, Table 4. ONO to e e e s e e o e e .•,• LENGTH FLAT .i?:�'• HALF HALF Connected Connected to truss to wall 2j" Min. edge distance s e e ® e e ® e ® e e LENGTH _I TWISTED 'I T'ie Beam formed with concrete filled mosonary or concrete tie beam 8 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative(Performance)Method Applications for compliance with the 2014 Florida Building Code,Energy Conservation via the residential Simulated Performance method shall include ® This checklist 13 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page •••• e eggs eeee:e indicating home address, a-ratio and the pass or fail status along with summarye e . areas and types of components, whether the home was simulated as a worst-cagi • .... ee a 000000 orientation, name and version of the compliance software tool, name of individuals.0 e e e • completing the compliance report(1 page)and an input summary checklist that q81?0• 0•' ' .... e ..:..• be used for field verification(usually 4 pages/may be greater). e e0 ..0000 .. a ..... 0e ee ee a 000000 ® Energy Pen°ormance Level(EPL)Display Card(one page) e e e e e e e •• . 0 e .. . . ...... ® Mandatory Requirements(three pages) 0 0 e 0 • 00 . eeee e e ee 0 Required prior to CO for the Performance Method: 12 Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1- one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report(usually one page) EnergyGauge®-USRFSB v4.0 8/19/2015 9:09:58 AM Page 1 of 1 � S FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Bruzzi Residence Builder Name: . Street: 10433 NE 6th Avenue Permit Office: Miami Shores City,State,Zip: Miami Shores,FL,33138 Permit Number. Owner: Jurisdiction: 232600 Design Location: FL,Miami 1. New construction or existing Addition 9. Wall Types(448.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 448.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms(Bedrms In Addition) 1(1) d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (221.0 sqft.) Insulation Area a.Cathedral/Single Assembly(Vented) R=19.0 221.00 ft2 6. Conditioned floor area above grade(ft2) 221 b.N/A R= ft2 Conditioned floor area below grade(ft2) c.c. R= •000* ft2 11.Ducts • • •0•R ft2 0000 7. Windows(25.0 sqft.) Description Area a.Sup:Attic,Ret:Master Bedroont,,V.M1ster Bedj..Q. 44.2 • a. U-Factor. Sgl,U=0.65 25.00 ft2 0..* • SHGC: SHGC=0.35 "'i•• . •••• b. U-Factor: N/A ft2 12.Cooling systems •••••tcBtu/hr E'f'ficiency ;••• • SHGC: a.Central Unit 0000 0 19.4 9L'ER16.00 ' ' c. U-Factor: N/A ft2 •••• 0000 •• • SHGC: 0.0•• •• • 0000 13.Heating systems • �CBtu/hr• Bificlency ••0• 0 d. U-Factor: N/A ft2 a.Electric Strip Heat " " 16.6'10:1.00 SHGC: •00000 • • Area Weighted Average Overhang Depth: 2.000 ft. : • • • •••• ' 14.Hot waters stems-None re Area Weighted Average SHGC: 0.350 y quires � • :••• . • • 8. Floor Types a.(221.0 sqft.) Insulation Area •• • "Gv.N/A a.Slab-0n-Grade Edge Insulation R=0.0 221.00 ft2 b. Conservation features EF:8.143$4C'034 b.N/A R= ft2 c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.113 Total Proposed Modified Loads: 11.74 PASS Total Baseline Loads: 16.69 1 hereby certify that the plans qot�Ams covered by Review of the plans and ��1 E 8T,g7, this calculation are in co inergy specifications covered by this d = �p Code. � ®�.`GENS .•!l/,9 ion calculation indicates compliance v� : F �� with the Florida Energy Code. PREPARED BY: dyin r 69898 - Before construction is completed 11o E DATE: 08� r5 _ this building will be inspected for ` 0 compliance with Section 553.908 # _ 1 hereby certify that ft4ildinwas ig isie fiance Florida Statutes.with the Florida Ene : • WE � OWNER/AGENT �i•_F�•� O R 1�P'• ��.�� •, �• k 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 R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. - Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards,is not greater than 0.030 On for whole house. 8/19/2015 9:10 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 S FORM R405-2014 PROJECT Title: Bruzzi Residence Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 221 Lot# Owner: Total Stories: 1 Biock/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 10433 NE 6th Avenue Permit Office: Miami Shores Crass Ventilation: County: miami-Dade Jurisdiction: 232600 Whole House Fan: City,State,Zip: Miami Shores, Family Type: Single-family FL, 33138 New/Existing: Addition Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp �/ Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS . . .... .... Number Name Area Volume •• • •••• ' 1 Blockl 221 1768game • SPACES "" • .... .... .... Number Name Area Volume Kitchen Occupants Bedrooms Infil Ib';Virtished •'beoled Heated • 1 Master Bedroom 221 1768 No 1 1 1 •••.Yee Yes Yes • FLOORSwe # Floor Type Space Perimeter R-Value Area Til@ Wo Carpet 1 Slab-On-Grade Edge Insulatio Master Bedroom 44 It 0 221 ft2 ____ 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch �/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Flat Barrel tile 222 ft2 10 ft2 Medium 0.75 No 0.9 No 0 4.8 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 No attic Vented 300 221 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Cathedral/Single Assembly(VentWster Bedroom 19 221 ft' 0.11 Wood 8/19/2015 9:10 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below nmt In Wall Type SpaceR-Vall _ 1 N Exterior Concrete Block-Int Insdtdaster Bedro 5 10.8 10 108.0 ft' 0 0.75 0 2 S Exterior Concrete Block-Int InsWaster Bedro 5 12 10 120.0 ft' 0 0.75 0 3 N Exterior Concrete Block-Int InsWaster Bedro 5 22 10 220.0 ft' 0 0.75 0 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang �/ # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single(Clear) Yes 0.65 0.35 25.0 ft' 2 ft 0 in 1 ft0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA Eq LA ACH ACH 50 1 Wholehouse Proposed SLA .00025 144.9 7.96 14.96 .1725 4.9182 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COPA 16.6 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:16 19.4 kBtu/hr 582 cfm 0.75 1 sys#1 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF ft' DUCTS —Supply— —Return— Air CFM 25 CFM25 0000 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT • OUT* QN •R!F 0 Heat •God o• 1 Attic 8 44.2 ft' Master Bedro 11.05 ft Prop.Leak Free Master Bed —cfm .6cfm 0.03• ©.68+ 1 1 • 0000•• • • • 0000•• 0000 0000 • • 0000 000•0 0000• • 0000•• •• 0000• • • • 6 • •• •• .• • •000.9 0000•• • • • • • • • 0096•• 0000•• • • 0 • • • • 99.96• •• • 6000 • • • • • 8/19/2015 9:10 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 TEMPERATURES Programable Thermostat:Y Ceiling Fans: cooling [[ ]]Jan jr],Feb [[ ]]Mar W A r r Ma rj Junrj Jul rj Au rl Se [ ]Oct [[ ]]Nov [r],Dec Heatin [X]Jan L J Feb [X]Mar APr [ May Jun Jul AuSep [ ]Oct [X]Nov t !Dec Ventin [[ ]]Jan [ J Feb [[XX]]Mar A r [ Ma Jun Jul Aug Se [X]Oct [[XX]]Nov I ]Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 .6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 sees • • sees sets** •.s••t •• • ssse•• • sees•• • • • •sass• sees ss.• • • •.•• •es• sees• •s•.s• •• • •••t• •• •• •• • 0000•• • • s••ss• • ••••e• • t 000000 • • •• • sees • t • • t 8/19/2015 9:10 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 70 The lower the EnergyPerformance Index,the more efficient the home. 10433 NE 6th Avenue, Miami Shores, FL, 33138 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 448.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 1(1) d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Cathedral/Single Assembly(Vented) R=19.0 221.00 ft2 6. Conditioned floor area(ft2) 221 b.N/A R= ••• • ft2 • • 0000 0000•• 7. Windows- Description Area c.N/A • � R-_ ft2 � a. U-Factor: Sgl,U=0.65 25.00 ft2 11.Ducts •• 0 •• 'Y ft2 • SHGC: SHGC=0.35 a.Sup:Attic,Ret:Master BedroorwAM*"ster Bedr• 8.44.2 •••••• b. U-Factor: N/A ft2 000.0• • 1.0001 SHGC: 12.Cooling systems •0.0 0•kBtu/hr•0 Wciency • C. U-Factor: WA ft2 a.Central Unit 19.4 WA:16.00 ••,••• SHGC: •0.00• •• • 00000 d. U-Factor: N/A ft2 * • • 000000 SHGC: 13.Heating systems 0• •kBtu/hr Ejflciency •• a.Electric Strip Heat 0 • 16.6 CgP:1.00 0000 Area Weighted Average Overhang Depth: 2.000 ft. •••••• Area Weighted Average SHGC: 0.350 • • • • • • • • •00.00 8. Floor Types Insulation Area 14.Hot water systems-None required• • •• Cag:N/A 0 0 a.Slab-On-Grade Edge Insulation R=0.0 221.00 ft2 a. • EF: b.N/A R= ft2 c.N/A R= ft2 b. Conservation features 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building ,11E Sir Construction through the above energy saving features which will be installed(or exceeded) ®� in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. fi„� lH 4 Builder Signature: Date: Address of New Home: City/FL Zip: cob WF *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 8/19/2015 9:11 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 10433 NE 6th Avenue Permit Number:. Miami Shores,FL,33138 MANDATORY REQUIREMENTS See individual code sections for full details. 121 401.3 Energy Performance Level(EPL)display card(Mandatory). ThEbuilding official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085,Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. IN R402.4 Air leakage(Mandatory). Thebuilding thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. (N R402.4.1 Building thermal envelope. Thebuilding thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation.Thecomponents of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. • • • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air I§akag(f 69te of noIF&Weding 5 dlr••• • changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 througlr8.Testing shaflbeconducted wit*a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,t®s"Jwll be c(?ngv lec;by an 9 e 9 a j. approved third party.A written report of the results of the test shall be signed by the party condugtW9:•test and prodded to the�code • official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. •••••• •••• •••• • • During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond, "epded weqfterWpping qi 0;••• other infiltration control measures; • • • • • 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be dosed,V not sealed beyond intended '*0*:* infiltration control measures; •••••• • • 3.Interior doors,if installed at the time of the test,shall be open; • • • 000000 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closedoand sealed; :'•••• • • 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and • ' • •••••• 6.Supply and return registers,if installed at the time of the test,shall be fully open. •. • •• •• • o R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. (N R402.4.3 Fenestration air IeakageWindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMAIWDMA/CSA 101/l.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. dN R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ® R403.1.1 Thermostat provision(Mandatory).Atleast one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat(Mandatory).Heatpumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing(Mandatory#.Ilducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test.If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm(85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 8/19/2015 9:30 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS . (Continued) (X R403.2.2.1 Sealed air handler. Airhandlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. ® R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.3 Mechanical system piping Insulation(Mandatory). Mechanicahystem 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., O R403.3.1 Protection of piping insulation. Pipinginsulation exposed to weather shall be protected from damage, including that caused by sunlight,moisture,equipment maintenance,and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulatinghot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. ❑ R403.4.3 Heat traps(Mandatory). Storagewater heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.Extemal 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. ❑ R403.4.4 Water heater efficiencies(Mandatory). Water heater efficiencies O R403.4.4.1 Storage water heater temperature controls • R403.4.4.1.1 Automatic controls. Servicewater heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). • R403.4.4.1.2 Shut down. Aseparate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be tumed off.A separate valve shall be provided to permit the energy supplied to the main bumer(s)of combustion types of service water heating systems to be tumed off. O R403.4.4.2 Water heating equipment Waterheating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems.Solarsystems for domestic hot water production are rated by the anpual Mlar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar EppO�Y Center"Mtory of ••••;• Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,T"Nlet�hods for 8ofar4collectors, • and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Cgjl$gtW§in install9d ao'lar•.water ••••:• heating systems should meet the following criteria: ••0:9• • • • 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and •••• •••• • ••• 2. Be installed at an orientation within 45 degrees of true south. 00000• •....• .•..• ❑ R403.5 Mechanical ventilation(Mandatory). Thebuilding shall be provided with ventilation that meets the requ?r CAr t$of the••••• '••'• Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means ofeventilation!• • •••• • Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system iw"sperating. • • o R403.5.1 Whole-house mechanical ventilation system fan efficacy. Mechanicalientilation system tans spall meet:ftL*giftcy .••••. requirements of Table R403.5.1. • • • •••••• •• • 0000 • • Exception:Where mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. O R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62,Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2• No ventilation or air-conditioned system make air shall be provided to conditioned space from attics,crawlspaces,attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3• If ventilation air is drawn from enclosed spaces(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 or R-19,space permitting,or R-10 otherwise. CK R403.6 Heating and cooling equipment(Mandatory). Thefollowing sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing. Heatingand cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Coolingonly equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 8/19/2015 9:30 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 01 R403.6.1.1 Cooling equipment capacity.(continued) Thepublished value for AHRI total capacity is a nominal, rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. M R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heatpumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. • R403.6.1.2.2 Electric resistance furnaces. Electricxesistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 Fossil fuel heating equipment. Thecapacity of fossil fuel heating equipment with natural draft atmospheric bumers shall not be less than the design load calculated in accordance with Section R403.6.1. o R403.6.1.3 Extra capacity required for special occasions. Residencesrequiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. p R403.7 Systems serving multiple dwelling units(Mandatory). Systemsserving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snowand ice-melting systems,supplied through energy service to the building!shall *00000 include automatic controls capable of shutting off the system when the pavement temperature is above 557,and s%preapitation is ialiieg .• and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. • • •• • •••••• •. •••••• • • ❑ R403.9 Swimming pools,Inground spas and portable spas(Mandatory). Tha:nergy requirements for resiQ2ht'i;"ols and ingtound • • spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The ener"r uirements&we • • portable spas shall be in accordance with ANSI/APSP-14. • 0 • • •••• •••• ••••• p R403.9.1 Pool and spa heaters. Allpool heaters shall be equipped with a readily accessible on-off s&1gJ1 t;4 is moupled,putiSide ••••• the heater to allow shutting off the heater without adjusting the thermostat setting. •• •• •• • ego*** • R403.9.1.1 Gas and oil-fired pool and spa heaters. AI(gas-and oil-fired pool and space heaters 4halMhave a minimum thermal •• efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accor8ance Ah ANSl%3,1•a6•Pool •••••• heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. • • • • • R403.9.1.2 Heat pump pool heaters. Heatpump pool heaters shall have a minimum COP of 4.when tested ire aocorflance with • AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laborato"is rAuired to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Timeswitches or other control method that can automatically tum off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. IN RR404.1 Lighting equipment(Mandatory). Aminimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fueigas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. Allducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. R405.2.1 Performance ONLY. Ceilingsshall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 8/19/2015 9:30 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Bruzzi Residence Builder Name: . Street: 10433 NE 6th Avenue Permit Office: Miami Shores City,State,Zip: Miami Shores,FL,33138 Permit Number:. Owner: Jurisdiction: 232600 Design Location: FL,Miami COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. X Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. X Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and X framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. • • Floors (including above-garage Insulation shall be installed to maintain permanent contact with 4nderhe of ' '• " 'o' and cantilevered floors) subfloor decking. •• • •• ;•• •, The air barrier shall be installed at any exposed edge of insulatiCrt•;•• ' ' " '•' Crawl space walls Where provided in lieu of floor insulation,insulation shall be permapWytly • ., :' ": attached to the crawlspace walls. •••••• •• • • ., .. Exposed earth in unvented crawl spaces shall be covered with a(;Wg%L • • •• •.' vapor retarder with overlapping joints taped. • • • • • Shafts, penetrations Duct shafts, utility penetrations,and flue shaft openings to exterC)tl5C'; unconditioned space shall be sealed. • • •• ••• Narrow cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shalkeolleji by insulation that on installation readily conforms to the available cavity • • " spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. X Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air X tight, IC rated,and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in X exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air x barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or X air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be X sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls.Fireplaces shall have gasketed doors 8/19/2015 9:13 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Building Input Summary Report PROJECT Title: Bruzzi Residence Bedrooms: 1 Address Type: Street Address Building Type: User Bathrooms: 1 Lot# Owner: Conditioned Area: 221 sq.ft. Block/SubDivision: #of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 10433 NE 6th Avenue Permit Office: Miami Shores Rotate Angle: 0 County: miami-Dade Jurisdiction: 232600 Cross Ventilation: City,State,Zip: Miami Shores, Family Type: Single-family Whole House Fan: FL, 33138 New/Existing: Addition Terrain: Suburban Year Construct: 2015 Shielding: Suburban 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 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh Florida Average 0 0.1145 Natural Gas Therm Florida Average 0 1.801 Fuel Oil Gallon Florida Default 0 3.4 Propane Gallon Florida Default 0 4.5 SURROUNDINGS Shade Trees Adjacent Building,?0*•• Omt Type Height Width Distance Exist Heigpt �' Width"" Distance• N None Oft Oft Oft Oft•. ••• Oft ••• • Oft•••• NE None Oft Oft Oft Oft096;90 Oft • Oft• E None Oft Oft Oft Oft 0•00 Oft •••• Oft; 0 SE None Oft Oft Oft 0ft•���•• 0ft••��•• 0ft.••. S None Oft Oft Oft Oft OftOft • SW None Oft Oft Oft oft oft.oft•�••�• �••�• W None Oft Oft Oft 0ft•0 so Oft 0ft.00• 0 NW None Oft Oft Oft Oft;**;•: Oft Oft • ••• • BLOCKS :000 0 Number Name Area Volume .• • 1 Block1 221 1768 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 Master Bedroom 221 1768 No 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulation Master Bedroom 44 ft 0 221 ft2 0 0 1 8/19/2015 9:14 AM EnergyGauge®/USRFSB v4.0 Page 1 of 5 Building Input Summary Report ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Flat Barrel tile 222 ft2 10 ft2 Medium 0.75 No 0.9 No 0 4.8 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 No attic Vented 300 221 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Fraction Truss Type 1 Cathedral/Single Assembly Q Master Bedroom 19 221 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in"Project'section above. Adiiacent Cavity Width Height Sheathing Framing Solar Below # Omt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 N Exterior Concrete Block-Int InsulMaster Bedroo 5 10.8 10 108.0 ft2 0 0.75 0 2 S Exterior Concrete Block-Int InsulMaster Bedroo 5 12 10 120.0 ft2 0 0.75 0 3 N Exterior Concrete Block-Int InsulMaster Bedroo 5 22 10 220.0 ft2 0 0.75 0 WINDOWS Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 N 1 Metal Single(Clear) Yes 0.65 0.35 N 25.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds•• None r • INFILTRATION '..' .... # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 .... 1 Wholehouse Proposed SLA .00025 144.9 7.96 14.96 .1725 4.9182 `•" " *All ":' • MASS 00 0 Mass Type Area Thickness Furniture Fraction :00:94ce No Added Mass 0 ft2 0 ft 0.3Ma ter Bell'IV•" HEATING SYSTEM '.. •••• # System Type Subtype Efficiency Capacity —Geothermal HeatPump— Ducts Block Entry Power Volt. Curr 1 Electric Strip Heat None COPA 16.6 kBtu/hr 0 0 0 s s#1 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block 1 Central Unit Split SEER:16 19.4 kBtu/hr 582 ch 0.75 s s#1 1 8/19/2015 9:14 AM EnergyGauge®/USRFSB v4.0 Page 2 of 5 Building Input Summary Report HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Credits al gal de DUCTS DUCT Supply Return Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Number Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 8 44.2 ft2Master Bedrd 1.05 ft2 1 Prop.Leak Free Master Bed —cfm —cfm 0.03 0.60 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: N Cooling Jan Feb M Apr ar Nov H Dec Vent ng Jan Feb X Mar Apr May Jun Ju y ri i rl J rl Aug Sep p Occtt Au rl Se 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 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 0900 • • 0000 0000•• •. • 0900 • 0.0.99 96 • 0009.• • 009.90 . • 009.0• 0000 9909 . • 0 • • • •99• 0009 00000 • 9 0.00•. .• • •.•0• •. 0• 0000 •9009 • 0909•. .9 • . • • • • • • ••0.09 0000.• • • . •9000• •. 9 0000 • 9 • 8/19/2015 9:14 AM EnergyGauge®/USRFSB v4.0 Page 3 of 5 Building Input Summary Report APPLIANCES&LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans(Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 %Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.046 0.046 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 %Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 %Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 %Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 %Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 632 kWh/Yr Peak Value: 206 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 %Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 %Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 %Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 %Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 •••tS• 0.85 Annual Use: 775 kWh/Yr Peak Value: 140 Watts • • •••• •••• Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 dT ° 0.1 .°°b*1. 0.1 ° %Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 • 0.1 **0.1* Annual Use: 0 kWh/Yr Peak Value: 0 Watts •••••• • • CLOTHES DRYERS a ••• •..• .••o ...• � • ID Type Screen Location Capacity FuelType Make Model° ; °�chedulq oadsPerl'r°°° • 1 Dryers Default New Main Electricity ..•.•• • RANGE OVEN *see;* ID Type Screen Location Type Fueltype Make Model °° Cooktop •°°Mon • 1 Ranges Default New Main CooktopOven C Electric Electric FI Not Conv HARD WIRED LIGHTING ID Type Screen Location Total# Qualify# Comp FI All Other FL txtBulbtype Schedule Watts per bulb 1 Hard-Wir By Count-Qualify Main 100 10 0 10 2 Hard-Wir Default New Exterior 8/19/2015 9:14 AM EnergyGauge®/USRFSB v4.0 Page 4 of 5 Building Input Summary Report MISC ELECTRICAL LOADS ID Type Screen Item Quantity Catagory Operating Location Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS201 1 0000 • . • • 0000 9000.0 ••0••• 0000 . 000 •9.• • 0 . 0 0000• 000•••. . • � 00009990 •999.99 • 9.•• 0000 0 000• 9••9•• .• • • 9 000000 000000 ••090. 0 • ' • • • •• 00000• 0000 • • . • •• • ••9.0 0 0 9 00 • • 00 0 8/19/2015 9:14 AM EnergyGauge®!USRFSB v4.0 Page 5 of 5 rw .� • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• Residential Addition Location :• Miami F:or?day • ': :• Building owner ••• '•' '•' • • Program user EC Company Comments ." ' ' • •• ••• •• ••• . • . • % By EC Dataset name X:\TRACE 700 Projects115-014 Bruzzi 2.trc Calculation time 10:00 PM on 08/18/2015 TRACE®700 version 6.3 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 N S'F °.9 � Air specific heat 0.2444 Btu/Ib-°F N0 69$08 :°° 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 STATE OF :'�4 Summer design dry bulb 91 OF i��Q% Q ; �� Summer design wet bulb 78 OF ���o. C p R\��� �� Winter design dry bulb 47 OF f��ISSummer,, 0.95 Winter cleaeness number arness er 0.95 Summer ground reflectance 0.20 Winter ground reflectance 0.20 Edwin Cerna, PE#69808 Carbon Dioxide Level 400 ppm 08-18-15 Design simulation period January-December Cooling load methodology TETD-TA1 Heating load methodology UATD 700 s0.wreham T..Tune :*so: . • . . • . . System Checksums •=• By EC AHU-2 •• ••• • • • •• Split DX Air Conditioner COOLING COIL PEAK CLG SPACE PEAK : : ;•; HE�TISIOCOIL•PEAK :'• TEMPERATURES Peaked at Time: Mo/Hr: 7/17 Mo/Hr:Sum of ' ' Ito/Hr.4leating OR91gn'0• Cooling Heating Outside Air. OADB/WB/HR: 89/77/119 OADB:Peaks OADB: 47 SADB 55.0 76.3 Ra Plenum 77.0 68.7 Space Plenum Net Percent Space Percent •• eSp%cll•Peatt• •.Ooil Peak Percent Return 77.0 68.7 Sens.+Let Sens.+Let Total Of Total Sensible Of Total • ••-Space Ger: : :•Tot Sins Of Total ReVOA 77.0 68.7 • Bluth Btu/h Btu/h (%) Btu/h (%) : : : : o • Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope LoadsP• • •i to :• :•• ••' 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 1,132 1,132 7 0 0 Roof Cond 0 -498 10.47 Glass Solar 1,065 0 1,065 7 1,076 9 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 716 0 716 5 694 6 Glass/Door Cond -1,273 -1,273 26.75 Cooling Heating Wall Cond 1,503 378 1,882 12 1,611 13 Wall Cond -1,778 -2,249 47.24 Diffuser 565 565 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0 0 0 Floor 0 0 0.00 Terminal 565 565 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0 Mein Fan 565 565 Infiltration 1,691 1,691 11 412 3 Infiltration -740 -740 15.54 Sec Fan 0 0 Sub Total=_> 4,974 1,510 6,485 43 3,793 30 Sub Total=_> -3,792 -4,761 100.00 Nom Vent 0 0 AHU Vent 0 0 Internal Loads Internal Loads Infil 29 29 Lights 2,953 0 2,953 19 2,953 23 Lights 0 0 0.00 MinStopfRh 0 0 People 700 0 700 5 490 4 People 0 0 0.00 Return 565 565 Misc 5,120 0 5,120 34 5,120 41 Misc 0 0 0.00 Exhaust 0 0 Sub Total=_> 8,773 0 8,773 57 8,563 68 Sub Total=_> 0 0 0.00 RM Exh 29 29 Auxiliary 0 0 Ceiling Load 270 -270 0 0 249 2 Ceiling Load -173 0 0.00 Leakage Dwn 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 0 0 0 0 0 Exhaust Heat 0 0.00 ENGINEERING CKS Exhaust Heat 0 0 0 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 cfmlft' 1.31 1.31 Underfir Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 444.51 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 fetton 340.27 Btu/hr-fe 35.27 -11.00 Grand Total=> 14,017 1,241 15,258 100.00 12,605 100.00 Grand Total-> -3,965 -4,761 100.00 No.People 2 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DBfWBIHR Leave DBIWB/HR Gross Total Glass Capacity Coil Airflow Ent Lvg ton MBh MBh cfm °F °F grflb °F °F gr/lb ftp (%) MBh cfm °F °F Main Clg 1.3 15.3 13.8 565 77.0 61.6 57.5 55.0 52.2 53.9 Floor 433 Main Htg -4.8 565 68.7 76.3 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 1.3 15.3 Roof 433 0 0 Humidif 0.0 0 0.0 0.0 wall 630 54 9 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -4.8 Project Name: Residential Addition TRACE®700 v6.3 calculated at 10:00 PM on 08/18/2015 Dataset Name: 15-014 Bruzzi 2.trc Alternative-1 System Checksums Report Page 1 of 1