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RC-15-541Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Perrni Permit NO. RC -3-15-541 ■ Permit Type: Residential Construction work Classification: Alteration Permit Status: APPROVED ISSUE* Dat e:1018/201 5 Expiration: 04/05/2016 Parcel Number Applicant 5 NE 105 Street Miami Shores, FL 33138-2030 1121360060090 Block: Lot: RED RIVER USA LP Owner Information Address Phone Cell RED RIVER USA LP 3250 NE 1 Avenue MIAMI FL 33137- 3250 NE 1 Avenue MIAMI FL 33137- Contractor(s) UNIVERSAL GROUP INC Phone Cell Phone (305)796-9556 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: REPAIR Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: Bond Return : WALLS, FLOORS AND BA1 Occupancy: Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $15.00 $50.00 $11.25 $11.25 $5.00 $750.00 $160.00 $80.00 $120.00 $9.00 $20.00 $1,231.50 Pay Date Invoice # 10/08/2015 03/12/2015 Pay Type RC -3-15-54767 Credit Card Credit Card Amt Paid Amt Due $ 1,181.50 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Fill Cells Columns Final PE Certification Window Door Attachment Framing Insulation Drywall Screw - Window and Door Buck Review Planning Review Electrical Review Electrical Review Building Review Building Review Building Review Building Review Building Review Building Review Structural Review Structural Review Mechanical Review Mechanical Review Mechanical Review Plumbing Review Plumbing Review Plumbing Review Plumbing Review Plumbing Review Structural 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 ;,u SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and th •i - rk will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do �' ated. Authorized Signature: Owner / Applicant / Contractor / October 08, 2015 Date October 08, 2015 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Parcel Number Permit NO. RC -3-15-541 Permit Type: Residential Construction Work Classification: Alteration Permit Status: APPROVED Issue, Date: 1018/2015 Expiration: 04/05/2016 Applicant 5 NE 105 Street Miami Shores, FL 33138-2030 1121360060090 Block: Lot: RED RIVER USA LP Owner Information Address Phone CeII RED RIVER USA LP 3250 NE 1 Avenue MIAMI FL 33137- 3250 NE 1 Avenue MIAMI FL 33137- Contractor(s) UNIVERSAL GROUP INC Phone CeII Phone (305)796-9556 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: REPAIR Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: Bond Return : WALLS, FLOORS AND BA1 Occupancy: Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $15.00 $50.00 $11.25 $11.25 $5.00 $750.00 $160.00 $80.00 $120.00 $9.00 $20.00 $1,231.50 Pay Date Pay Type Invoice # RC -3-15-54767 10/08/2015 Credit Card 03/12/2015 Credit Card Amt Paid Amt Due $ 1,181.50 $ 50.00 $ 50.00 $ 0.00 Building Department Copy Available Inspections: Inspection Type: Fill Cells Columns Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Review Planning Review Electrical Review Electrical Review Building Review Building Review Building Review Building Review Building Review Building Review Structural Review Structural Review Mechanical Review Mechanical Review Mechanical Review Plumbing Review Plumbing Review Plumbing Review Plumbing Review Plumbing Review Structural October 08, 2015 2 BUILDING PTRMIT APPLICATION BUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: C. Pe /0 j S i2 e& City: Folio/Parcel#: Occupancy Type: RECEr--� MARtrl 2 2015 BY• FBC20tO Master Permit No.12, t_ 5 Lt 'Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑"SHOP CONTRACTOR DRAWINGS Miami Shores County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Load: Construction Type: Flood Zone:. BFE: FFE: OWNER: Name (Fee Simple Titleholder): i2_&- %)34 (_ Phone#: (, S-( (s/ f Address: P-0,_0(., D,1 -1305 - City: (30SCity: i � - State: 'F t Zip: '33 13 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 6 :O Address: 9,„),,,* p 6(; City: /-t' ,t 0-4 : State: Ft Zip: 331 G6 Qualifier Name: 6,A.Lii t t-1,,& (o • State Certification or Registration #: ( is C_ ! S (1- 5 3 Certificate of Competency #: Phone#: City: State: Zip: �`'iLC�91 Phone#: 1.y1 SRO • (3 qt) Phone#: :3$6 /3' DESIGNER: Architect/Engineer: !1 - Address: Value of Work for this Permit: _ Type of Work: ❑ Addition ❑ Alteration Square/Linear Footage of Work: i'.:) .7 0 ❑ New ❑ Repair/Replace Description of Work: 124.7)/4 in.. (Al o i r b a if /lc() 14 ,[ d-eu .'CZ /1eGx'>c, t.'ee--) k i r i34 /,LC ISIi . Specify color of col`or,thr"u'tile: Submittal Fee $50 V-) Permit Fee $ Scanning Fee $ Radon Fee $ DBPR $' Notary $ ❑ Demolition rb CAN1' milT CCF $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Double Fee $ Bond $ TOTAL FLEE NOW DUE $ /, / 8 / - Bonding Company's Name (if applicable) Bonding Company's Address City " State Zip Mortgage Lender's Name (if applicable) 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 appr¢t d and a reinspection fee will be charged. Signature i \ OWNER or AGENT The foregoing instrument was acknowledged before me this /4 day of%(/ , 20 J by *--V161).§-1-14 .�;Yc,s fzz.:/4ic., who is personally known to me or who has produced ';4-4 identification and who did take an oath. NOTARY PUBLIC: as - Sign: Print:r�-- Seal: \ ELLIOT SOTO MY COMMISSION t EE 107020 ^qriEXPIRES: August 5, 2015 Ir o APPROVED BY (Revised02/24/2014) Bonded Ttvu Budget Noyry Se*" Signa CONTRACTOR The foregoing instrumen was acknowledged before me this 1/^ day of � 2-L'�' , 20 C) by Cs /2/-4,V01°4> ' ; who is personall k own to me or who has produced f 4 ? ✓, A as identification and'who'did take an oath. NOTARY PUBLIC:, i.T Sign' Print:C'lb S` 1M�. BI.LIOTS070 * MY COMMISSION 9 EE 107020 EXPIRES: August 5, 2015 44-cF one Boded TMu Budget Notary Services Seal: III I Plans Examiner Zoning Structural Review Clerk IN THE CIRCUIT COURT OF THE ELEVENTH JUDICIAL CIRCUIT IN AND FOR MIAMI-DADE COUNTY, FLORIDA AMERICAN INVESTMENT SERVICES Plaintiff(s) / Petitioner(s) VS. JOHNSON, XIMENA Defendant(s) / Respondents(s) 11111 1111111111111111111111111111111111111111 CFN 2013R0197268 OR Bk 28529 P9s 2943 - 2944; (2935) RECORDED 03/14/2013 09:51:11 DEED DOC TAX 1r320.60 HARVEY RUVIHr CLERK. OF COURT MIAMI-DADE COUNTY, FLORIDA GENERAL JURISDICTION DIVISION Case No: 11033548CA01 Section: 03 Doc Stamps: $1,320.60 Surtax: $0.00 Consideration: $220,100.00 CERTIFICATE OF TITLE The undersigned clerk of the court certifies that a Certificate of Sale was executed and filed in this action on February 28, 2013, for the property described herein and that no objections to the sale have been filed within the time allowed for filing objections. The following property in Miami -Dade County, Florida: was sold to: RED RIVER USA LP 3250 NE 1 Ave Unit 316 Miami, FL, 33137 r— G� • - SEE ATTACHMENT - WITNESS my hand and the seal of this court on March 12, 2013. Rev. 10152009 1 c4Tt.4A- Harvey Ruvin, Clerk of Courts Miami -Dade County, Florida Book28529/Page2943 CFN#20130197268 Page 1 of 2 Detail by Entity Name •Fi:.ORIDA I)EPARTMENT o -F STATE -DIVISION OF CORPORATIONS. Page 1 of 2 Detail by Entity Name Foreign Limited Partnership RED RIVER USA LP Filing Information Document Number B12000000280 FEI/EIN Number 80-0868059 Date Filed 11/30/2012 State DE Status ACTIVE Principal Address % CI PROPERTY SERVICES LTD 3250 NE 1 AVE - UNIT 316 MIAMI, FL 33137 s'itlailirct Address RED RIVER USA LP 124 SLOANE ST :LONDON, UK, SWIX 9BW XX Registered went Name & Address. CORPORATION SERVICE COMPANY 1201 HAYS STREET TALLAHASSEE, FL 32301-2525 General Partner Detail I Name & Address Document Number F12000004750 ODYSSEY VENTURE PARTNERS LIMITED CORP. 124 SLOANE ST LONDON, UK, SWIX 9BW XX Annual Reports Report Year Filed Date 2013 04/09/2013 2014 01/20/2014 2015 01/14/2015 http:iisearch.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/19/2015 1111111 11111 11111 11111 11111 11111 11111 1111 1111 CFN 2015R0162592 OR Bk 29534 Ps 4165 - 41651 (5pss) RECORDED 03/12/2015 12:02:36 HARVEY RUVIN? CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA Dated Januarybk.ki,‘2015 POWER OF ATTORNEY By RED RIVER USA LP TO TIMOTHY JAMES MARSH AND JAMES THOMAS BLACK Gibbons P.C. One Gateway Center Newark, New Jersey 07102-5310 1 INDEX Clause Heading Page No. 1 Appointment and Powers 3 2 Duration 3 3 Validity 3 4 Governing Law and Jurisdiction 4 2 #18 ubi concord::, rbi This POWER OF ATTORNEY is granted on January 664, 2015 BY: (1) RED RIVER USA, LP, a Delaware limited partnership, with a registered office at c/o Corporation Service Company, 2711 Centerville Road, Suite 400, City of Wilmington, County of New Castle, State of Delaware, 19808 (herein, "Principal") TO (2) TIMOTHY JAMES MARSH, of 300 S Pointe Drive, Miami Beach, Florida 33139, and JAMES THOMAS BLACK, of 100 Jefferson Avenue, Miami Beach, Florida 33139 (collectively, "Attorney"). BACKGROUND: A. The Principal is a Delaware limited partnership (the "LP"). The general partner of the LP is Odyssey Venture Partners Limited Corp. B. The Principal has agreed to appoint the Attorney as its attorney-in-fact to do and execute certain documents and deeds on behalf of the Principal on the terms and conditions set out below. 1. Appointment and Powers 1.1 The Principal appoints the Attorney as its attorney with full power to sign, seal, execute and deliver any deed or document necessary or desirable for the Principal to execute. 1.2 Each Attorney may act severally and individually in any matter. 2. Duration 2.1 This Power of Attorney shall continue until it is expressly revoked. The Principal may revoke this Power of Attorney by a writing delivered to the Attorneys in person, by registered mail or overnight mail service addressed to the Attorney at Cogent Investments, 3250 NE 1st Avenue, Suite 316, Miami, FL 33137 (or such other address to which Cogent Investments may relocate) or by electronic mail addressed to jb@cogentinvestments. Com and tm@cogentinvestments.com. 2.2 If not previously revoked, this Power of Attorney shall cease to be effective on the dissolution of the LP. 3 # " )AN ,$, \, #1887650 { r�� c,bi coneo,-d«,, 3. Validity The Principal declares that a person who deals with the Attorney in good faith may accept a written statement signed by the Attorney to the effect that this Power of Attorney has not been revoked as conclusive evidence of that fact. 4. Governing Law and Jurisdiction This Power of Attorney (and any dispute, controversy or proceedings or claim of whatever nature arising out of or in any way relating to this Power of Attorney or its formation or any act performed or claimed to be performed under it) shall be governed by and construed in accordance with the laws of the State of Florida, and the Principal submits by executing this Power of Attorney, and the Attorney submits by purporting to act under the terms of this -Power of Attorney, to the exclusive jurisdiction of the courts in the State of Florida. This instrument may not be changed orally. IN WITNESS WHEREOF, on behalf of the Principal, I have hereunto set my hand and seal this 6Nay of January, 2015. Signed, Sealed and Delivered a . t d Principal: Red River USA LP By Odyssey Venture Partners Limit Its General Partner By: '_3 Name: Title: DI fad d� PEMBERTON GREENISH LLP SOLICITORS Witness - Address 45 CAUOGAN GARDENS LC5epin.re O16lPs 1 gEP4STeor^ LONDON SW3 2AQ DX: 35113 CHELSEA T: 020 7591 3333 F: 020 7591 3300 E: law@pglaw.co.uk 4 Address S:a ... it (�j; ncoi ver pt it �rJ7 [T! urw WjtFs. .,.'7-_A .3 't i"V '-1$7 LAST PAGE TO ALL TO WHOM THESE PRESENTS MAY COME: On 6th January 2015 in the Royal London Borough of Kensington & Chelsea England BEFORE ME Nicola Jane Plant Notary Public by Royal Authority duly admitted authorised and sworn and practicing at 45 Cadogan Gardens London SW3 2AQ England APPEARS SIMON PIERS BECKWITH of 401 Fulham Road London SW10 9TU identified by his United Kingdom driving licence number BECKW710308SP9WV and such other relevant documentation and who produces to me the annexed Power of Attorney for use in the United States of America which he has prepared and signed in his capacity as a Director of Odyssey Venture Partners Limited in my presence and of his own free will AND I THE NOTARY CERTIFY: 1. I have caused an inspection to be made at Companies House in the City of London; and 2. That ODYSSEY VENTURE PARTNERS LIMITED (Registered Company No. 03913139) is a private limited company duly incorporated and registered at 124 Sloane Street London SW1X 9BW and existing in accordance with English Law; and 3. That SIMON PIERS BECKWITH is listed as a director of that company. IN FAITH AND TESTIMONY whereof I the said notary have hereunto set my hand and affixed my seal of office in the Royal London Borough of Kensington & Chelsea England aforesaid this Sixth day of January Two Thousand and fifteen Quod Veritatattestor 31ArE OF FLORID •COUNTY OF DADE I HEREBY CERTIFY : this is a true copy of the 4 r',a f• A D 20 n4 d official Seat. /� , .3• o Circuit and County Courts Arjd Jrumer day of WITNESS my hen HARVEY RUVI 3q EVE R CASTILLO #197509 NICOLA JANE PLANT Notary Public 45 Cadogan Gardens London SW3 2AQ 002979 r STATE OF FLORIDA DEPARTMENTuOF BUSINESS AND PROFESSIONAIREGULATION CGC1517453 J ' ISSUED: 08/31/2014 CERTIFIED GENERALCONTRACTOR MATOSi GAI3Fe Er IEf f2E - 1 UNIVERSAL GROUP..INC:."�,"` • IS`CERTIFIED under the provtsions..of;Ch:489 FS: Expiration date ,>AUG 31;'2016 --- 11408310005053 -Local Business Tax' Receipt Miami—Dade County, State of Florida -THIS IS NOTA BILL. - DO NOT PAY 6472567 BUSINESS NAME/LOCATION UNIVERSAL CONSTRUCTION 7228 NW 56 ST `MIAMI FL 33166 OWNER UNIVERSAL GROUP INC Workers) RECEIPT NO... RENEWAL 6741772 EXPIRES SEPTEMBER 30, 2016 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OP BUSINESS 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED BY TAX COLLECTOR CGC1517453 $75.00 09/22/2015 CREDITCARD-15-048068 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec Ba -276. For more information, visit www.miamidadegov/taxcollector STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUC11ON INDUSTRY EXEMPTION CERTIFICATE OF ELECTION TO SE StE5PTFROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE DA1Ee11°12014 E:CPIRATION DATE: 0118/2016 PERSON: MATOS GABRIEL p FEIN: 300511/29 BUSINESS NAME AND ADDRESS: UNIVERSAL GROUP INC UNNERSAL CONSTRUCTION INC 7228 NW 56 ST MIAMI SCOPES OF BUSINESS OR TRA L 33166 F O L D H E R E IMPOR7AN i who Chapter 440.05 14). F.S., an officer of a mrpOra>:cn election untie. secionmmaay�n recoveris eft chanter bY Ticatear r compensation rxrdar this cheater. Pursrart to Chnoter440.0502sydhin 2, F.S. Certificates o; eltnian to be listed�e notice_ apmy 01 ete01on 10 be eevee savempt cr trade P exempt wand to Ccerhrh certificates o eIet o o be exempt otices b, 5uuh�led to revocation i timeatter the 0 of the notice notice or anti -mete no lancer 21103 of the certificate, the tit erson named sathe this section for issuance or a cettifirxa Thedeerd of nus evoke acertiliceteatany rmefor failureorthe rsonrtamsl! the certificate to meet dta requirements al this names on the LICENSED GENERAL HEATING, VENTILATION, CONTRACTOR AIR-COND ROOFING - ALL KINDS AND DRIVER . cuRor ' CERTIFICATE OF LIABILITY INSURANCE �.+ DATE(MDD/YYYV) MI10/13/2014 PRODUCER Westward Insurance Services (305) 418-8411 2500 NW 79th Avenue Suite 283 Doral FL 33122 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Universal Group, Inc. 7228 NW 56 ST. Miami FL 33166 INSURER A: Accident Insurance A INSURER B: GENERAL LIABILITY COMMERICAL GENERAL LIABILITY INSURER C: 10/13/2014 INSURER D: EACH OCCURENCE INSURER E: " COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE (MM/DD/YY) LIMITS A GENERAL LIABILITY COMMERICAL GENERAL LIABILITY 104346 10/13/2014 10/13/2015 EACH OCCURENCE $1,000,000 " DAMAGE TO RENTED PREMISES $100'000 CLAIMS MADE el OCCUR (Ea occurrence) MED EXP (Any one person) $5,000 ■ PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMITAPPLIES PER: PRODUCTS - COMP/OP AGG $2,000,000 174:1 POLICY El PROJECT III LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Each Occurrence) $ .... • ANY AUTO MI ALL OWNED AUTOS BODILY INJURY (Per person) $ MI SCHEDULED AUTOS • HIRED AUTOS BODILY INJURY (Per accident) $ In NON -OWNED AUTOS PROPERTY DAMAGE (Per accident) $ • I -I' • GARAGE LIABILITY • ANY AUTO AUTO ONLY - EA ACCIDENT $ ■ OTHER THAN EA ACC $ • AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY • OCCUR El CLAIMS MADE • DEDUCTIBLE EACH OCCURRENCE $ ■ AGGREGATE $ $ • RETENTION $ $ WORKERS COMPENSATION ANDWC EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECU- TIVE OFFICER/MEMBER EXCLUDED? It yes, describe under SPECIAL PROVISIONS below a • STATU- OTH- m TORY LIMITS low ER E.L EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ EL DISEASE - POLICY LIMIT $ OTHER ' ■ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS CGC1517453 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Dept. 10050 NE 2nd Ave Miami Shores Florida 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE INSURER AFFORDING COVERAGE WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2001/08) © ACORD CORPORATION 1988 CERTIFICATE OF LIABILITY INSURANCE Date 1 6/23/2015 Producer. Plymouth Insurance Agency 2739 U.S. Highway 19 N. Holiday, FL 34691 (727) 938-5562 This Certificate is issued as a matter of information only and confers no rights upon the Certificate Holder. This Certificate does not amend, extend or alter the coverage afforded by the polides below. Insurers Affording Coverage NAIC # Insured: South East Personnel Leasing, Inc. & Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer A: Lion Insurance Company 11075 Insurer B: Insurer C: Insurer D: Insurer E: Coverages The policies of insurance listed below have been issued to the insured named above for the policy period indicated. Notwithstanding any requirement, tens 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 polices. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRD Type of Insurance Policy Number Policy Effective Date (MM/DD/YY) Policy Expiration Date (MM/DD/YY) Limits GENERAL LIABILITY Commercial General Liability • Each Occurrence $ Damage to rented premises (EA occurrence) $ Claims Made Occur Med Exp $ Personal Adv Injury $ General aggregate limit applies per: D Policy ❑ Project ❑ LOC General Aggregate $ Products - Comp/Op Agg $ AUTOMOBILE 11 1,1 LIABILITY Any Auto All Owned Autos Scheduled Autos Hired Autos Non-Owned Autos ,. ,. ,. Combined Single Limit (EA Accident) $ Bodily Injury (Per Person) $ Bodily Injury (Per Accident) $ Property Damage (Per Accident) $ _ EXCESS/UMBRELLA LIABILITY ROccur ❑ Claims Made ; Deductible Each Occurrence Aggregate A Workers Compensation and Employers' Liability Any proprietor/partner/executive officer/member excluded? No If Yes, describe under special provisions below. WC 71949 01/01/2015 01/01/2016 x I WC Statu- tory Limits I I OTH- ER E.L. Each Accident $1,000,000 E.L. Disease - Ea Employee $1,000,000 E L Disease - Policy Limits $1,000,000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operations/LocationsNehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 18-60-001 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company": LFH Acquisition Corp. DBA Alternate Business Solutions/DBA Labor for Hire Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s), while working in: FL Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by calling (727) 938-5562. Project Name: BLACK'S RESIDENCE ISSUE 06-23-15 (AF) Begin Date 5/5%2003 CERTIFICATE HOLDER CANCELLATION UNIVERSAL GROUP 7228 NW 56TH ST. MIAMI, FL 33166 Should any of the above described policies be cancelled before the expiration date thereof, the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives. sirs-- Notice to Owner — Workers' Com p Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation 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 BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS, CONTENTS. Signature: Owner State of Florida County of Miami -Dade The foregoing as acknowledge before me this l / day of By%4J OCA 2_./4 h4e)--1/ SEAL: M 4 ,20 /f7 who is personally known to me or has produced as identification. °`;�•P;B�% EW0TSOT0 * MY COMMISSION#EE10702, EXPIRES: August 5, 2015 ''tor FLO Bonded Thu Budget Notary 3er* COMBINED ENGINEERING SCIENCES May 20 2015 City of Miami Shores Building & zoning Dept. Re: Residence at 5 NE 105 St. Miami Shores, FI. Gentlemen: We made a structural inspection on the referenced project for the purpose of evaluating the structural integrity of the building structure. At the present time the house is an unsafe structure. As a result of abandonment, the roof and floor sheathing have deteriorated and there is mold buildup in the interior walls. The main load bearing components of the structural shell are in good conditions. The integrity of the roof rafters is good. The wood grade, Dade County Pine, resisted the exposed weathering good. The wood floor also Dade County Pine are in good conditions. The exterior, Toad bearing walls, are in good condtions. No settlement cracks or spalling on the concrete beams was observed. See enclosed plans outlining the required remedial work. Once the remedial work is completed. The building will be structurally safe for its use and present occupancy. Carlos Ensenat, P.E.32566 Combined Engineering Sciences. 1214 SW 12 COURT MIAMI, FLORIDA 33135 (305) 856-6345 COENSC@AOL.COM COMBINED ENGINEERING SCIENCE May 202015 tJ City of Miami Shores Building & zoning Dept. Re: Residence at 5 NE 105 St. Miami Shores, FI. Gentlemen: We made a structural inspection on the referenced project for the purpose of . • • • evaluating the structural integrity of the building structure. • • • .• •• • • • •••• • •• • • • At the present time the house is an unsafe structure. Years ago, TM' hUUse hat• • • been abandoned. • .• • • •••• • • • • • • •.• • • As a result of abandonment, water has deteriorated the roof and floofshvathing;••• The interior drywall finishes in the partition walls have deteriorated 9hdthere i'•• mold buildup ••. • • • The main load bearing components of the structural shell are in go• od' conditigris; •: •• • The integrity of the roof rafters is good. The wood grade, Dade County Pine, resisted the exposed weathering good. In isolated locations, several roof rafters will required repair work. See enclosed plan for requirements. The roof sheathing will be replaced completely. The integrity of the floor joist is good. The wood grade, Dade County Pine, resisted the exposed weathering good. In isolated locations, several of the floor joist will required repair work. See enclosed plan for requirements. The floor sheathing will be replaced completely. The exterior, load bearing walls are 8" Cmu. The walls, are in good condtions. No settlement cracks or spalling on the concrete beams was observed. 1214 SW 12 COURT MIAMI, FLORIDA 33135 (305) 856-6345 COENSC®AOL.COM • • • See enclosed plans outlining the required remedial work. Once the remedial work is completed. The building will be structurally safe for its use and present occupancy. Carlos Ensenat, P.E.32566 Combined Engineering Sciences. .• .. • • • • • . R • • .• • • • • • •••• • • • ••.• • • • • • •••• • • • •• •• •••• • •. • • • • • • . • • • •• • • • • • • • • • • • • ••• • • • .• COMBINED ENGINEERING SCIENCES May 20 2015 City of Miami Shores Building & zoning Dept. Re: Residence at 5 NE 105 St. Miami Shores, FI. Gentlemen: We made a structural inspection on the referenced project for the purpose of evaluating the structural integrity of the building structure. At the present time the house is an unsafe structure. As a result of abandonment, the roof and floor sheathing have deteriorated and there is mold buildup in the interior walls. The main load bearing components of the structural shell are in good conditions. The integrity of the roof rafters is good. The wood grade, Dade County Pine, resisted the exposed weathering good. The wood floor also Dade County Pine are in good conditions. The exterior, Toad bearing walls, are in good condtions. No settlement cracks or spalling on the concrete beams was observed. See enclosed plans outlining the required remedial work. Once the remedial work is completed. The building will be structurally safe for its use and present occupancy. Carlos Ensenat, P.E.32566 Combined Engineering Sciences. •••• • • • • •••• • • • •• •••• •'•• •• • • • • • '. • • • • • • • • • • • • • • • • •••• • • •• • • •• •• • • • • •• • • • •• • •• • ••• • •• • • ••• • • • 1214 SW 12 COURT MIAMI, FLORIDA 33135 (305) 856-6345 COENSC®AOL.COM RAIivtBIRD. Vaives PEB/PESB Seg e_ V PESB Cutaway r PEB/PESB Series 11/2'; 2" (26/34, 40/49, 50/60) Plastic Industrial Valves M Body constructed of durable glass -filled nylon for long life and reliable performance. Stainless steel studs molded into the body resist thread damage ▪ Slow closing to prevent water hammer and subsequent system damage ® Fabric -reinforced diaphragm for longer life Features • Low flow operating capability for a wide range of applications • Plastic scrubber on the PESB valve scrapes the stainless steel screen to clean and break down grit and plant material. Prevents debris build-up and clogging • One-piece solenoid with captured plunger and spring for easy servicing. Prevents loss of parts during field service • Flow control handle adjusts water flow as needed • Manual internal bleed operates the valve without allowing water into the valve box. Allows pressure regulatg(4cdt'ustment without ' turning on the valve at tlt controller • • Manual external bleed permits fl.shing debris from the system. Recommended for systet mart•up and antes repairs.• • Normally closed, forward•flbieftign • • • • Globe configuration ."". • • • Compatible with Rain Bial MDC2 Two -Wire Decoder System • .... .• .• .••. Options • Accommodates field instellectPI S -Dial pressure regulatingradule to ensure optimum sprirtlerperformance. Regulates up to 100�si (6.9 bar) • Purple flow control handles for easy ideneffcatidn of non -potable water systems (sold separately) - PEB-NP-HAN 1(1 ") - PEB-NP-HAN2 (11" and 2") • Accepts latching solenoid for use with Rain Bird battery-operated controllers up to 150 psi (10.4 bar) How To Specify ;PRS; 200-PESB ti ct, Optional Feature.' jiEF6134) PRS-Oiai pressure; 'r',]'5Q1W-;i40f49 egiitanngmoduli; (angthe ordered `� 2 3 t cti?`) sepnr ehl r. .afxr P-Oiatmodutemustbe 2.. Ifepaiatey fornon�U.S apPtlmNo!q h .. N'sPeafyNPFa�rPSPttireod ype:., : The Intelligent Use of Water: Cos:omer Access product Registration Hap SHALLOW WELL. • •er mute d, 5' 10' 15' 20' 25' PUMPING DEPTHS Cat. No. HP O1sdh. Press. Pumping Depth t*Water in Feet 5 11.11ftwy/�11J���� 10 ft.Iift 15 tt. lift 20 ft. lift 2S ft. GR itR Jet Package . 06 29SD i�Lii.iiiiii IOSa as lisp Imo 2ssocm 11st► 1053 29sD CKS ■ uwmt t13ze•- Fe 663 1111 3 73 663 663 ,588 .6? 3 66B 1150 105D 29SAtCkS 66S taoelle,g3e-_ 20.6 14.4. 133 4i 6.9 4.5 IOPSt 10P5113.3 r 5.7 40PS1 103 2 el 7.8 5 16.0 a3 r 2< j 3.430 ShmOSPS1 55 S9 70 72 S3 57 66 7 SO 5 65 48 SI61 i 6346 SI 59 6 711 IA Jet/adage 1230 1 ISD CK1 CKS el 12SD SD •. CK 12SO 11SD CK1 US12SD 1150 CKt §UCS Uil125D *taxi tt321k_ 5 7 72 72 11SD s I CKS CIO Naade.p4P•w 24.2 203 �� ill }3 •44�� 30PA •24.0 +.++r 20.320Flt " � CO 90P9 MUM 160'®� 120 60 131111112111111183 13.7 MN/ /` DD�SOPA , Min6151lila'N®■ + 3.30 PS! R2,0 R El) I 8,2 SIIIOINI 78 S7 SS 67 76 77 S4 5 s jet Package 12SD si o2 -64 60S0 -64 II 1250 ell CK2 60SD 1250 -6 CV -64 60SD 2SD 5 6050 111111111121111113n 1250 ,BS aa -11311114 6050 Yestudtt32k. 11 IIIII EMINETIESIEZI1111111E131M1 16. I. IOW 7. 82 1 13 ES171110111 60°51 II4.0 ��MI®� 12. 11111331 7MitIIII 4,1 35 13 •• 1 steoff-Psi 61 7 77 59 69 7S3.3 $7 67 73 SS 65 • • 71 a 63 �g MOTES P(Lm NG AM l....r.l;nA • L. Sr, rrt-'--_ ---- ••ii.53 witch setting. Cutin / Cut-out pressure settings are adlustablet • • PUMP PERFORMANCE (Capacity in Gallons Pci Minute) DEEP WELL (40 PSI) 4" DOUBLE PIPE • • • •• • • ••• • • • Cit No. 5141 7141 HP No. 1/2 3/4 10441. 1 C1C3 54SD 0(5 55SD CK1 0(2 5450 545D Uses Venturi J32P-26 J32P-22 N32P-668 J32P-18 N32P-72 J32P-24 J32P-22 J32P-22 Uses 1 20' J 30' Nuzzle Pumping Depth in Feet 40' 50' 60' 70' 80' ! 90' 100'110'120' J34P-41 ! 9.4 8.0 J34P-44 r 8.01 6.9 J34P-45 7.3 6.2 J34P-43 15.0 l 4.3 6.6 5.7 4.8 5.0 4.0 3.8 3.2 2.2 1.8! 1.5 J34P-43 X 13.2 10.8 8.4 6.3 4.2 J34P-44 !I3.0 113 9.9 8.7 7.5 6,6 5.4 Max. Pump Shut Off Press. PSI iet at 20f. Depth 77 94 83 96 Jet at Max. Depth 68 70 69 63 74 56 105 80 J34P-44 i 8.5 7.7 6.7 6.3 5.8 5.4 4.8 4.0 3.7 3.4 2.7 122 73 J34P-44 1 9.5 8.5 7.4 6.9 6.5 6.0 5.4 4.8 4.2 3.6 2.9 127 76 MOTE: Tank body on 10HL pump tapped 1.1/4" x I". On IOHL pump drop pipe should be increased to 1-1 adequate capacity from pump. /2" x 1 1/4` to ensure PUMP PERFORMANCE (capacity in Gallons Per Minute) DEEP WELL (40 PSI) 2" SINGLE PIPE Uses 20' 30' Pumping Depth in Feet 70' 80' 90' 00' 110' 1 Max. Pump Shut Off Press. P5I lex at Jet at 20 fit. Max. •• • • • • • • • • •• • •. • • No. HP No. Venturi NozzleDepth Depth 5HL 1/2 54AP J32P-22 J34P-44 7A 63 5.2 3.9 2.5 2.0 82 54 7HL 3J4 l OAP , J32P•24 J34P 44 10.5 10.0 8,1 6.2 96 79 S4AP J32P-22 J34P-44 6.0 5.3 4.8_4.2 4.1 3.7 3.5 2.8 2.1 1.6 95 53 1OHL 1 9AP J32P-29 J34P-44 11.7 11.1 9.8� 6.8 69 57 8AP J32P-18 J34P-42 6.7 5.8 5.3 4.7 4.5 4.1 3.8 3.1 2.6 2.0 1.6 129 72 DEEP WELL (40 P5» 3" SINGLE PIPE 5HL 1/2 9CP ... .132P-26 J34P-41 9.4._8.0 6.6 _ 77 68 54CP J32P-22 J34P-44 8.0 6.9 5.7 4.8 3,8 13.2 94 70 7H1 3/4 - 18CP J32P-24 J34P-44 13.0 11.5 9.9 8.7 7.5 6.6 5,4 106 80 S4CP J321422 J34P-44 8.5 7.7 6.7 6.3 5.8 5.4 4.8 4.0 3.7 3.4 2.7 122 73 57CP J32P-33 P122-108 18.0 15.4 12.8 10.8 81 68 54CP J32P-22 J34P-44 93 8.5 7.4 6.9 6,5 6.0 5..4 4.8 4.2 3.6 2.9 127 76 Tank body on OHL pump tapped 1.1/4" x 1'. Drop pipe should be increased to 1.1/2* x 1 1/4" to ensure adequate capacity from pump. Tested and rated in accordance with Water Systems Council Standards. NOTE+ Pumps installed with a PRO -Source" tank require a 100 P51 relief valve. Pumps installed with a conventional tank require a 75 P51 relief valve. Relief valve must be capable of relieving entire flow of pump at relief pressure. • .••• • • • •••• • • • • •• • • •• • • . ••111 • • • • •••• • • • • • • • • •. •• •••• • •.•• • • • • • • • • • • • • • • • • • • • . • •• • • ••• • . • . • •• • Form J1 -ALP Projec5 NE 105 ST-FBD RENOVATION Date 0.99% 1% Heat db Heat RH Cool db Cool RH Procedure City: MIAMI FL 2/16/2015 50 90 70 1423 75 55% Average roceaure— Manual J, Eighth 1 Name of Room Entire House 2 Running Feet, Exposed Walls and Partition Walls Gross Exp. Wall and Part. Area 1656 1656 3 Average Exposed Wall and Partition Heights Net Exposed Wall Area 1423 4 Room Dimensions (L&W) Floor Plan Area 1564 5 Ceiling Stolle Gross and Net Exp. Ceiling Area 1564 1564 Component Heat Loss and Gain Construction Number Panel Faces HTM Heat Loss HTM Heat Gain Net Area or Length Btuh Heating Btuh 6 -Cooling Btuh L 6a Windows and Glass Doors Total SqFt 173 Total H-Btuh 3737 Tota1C-Btuh 6341 a -Cooling b c d 1A East 21.6 58.3 52.0 1123 3030 e f 1A South 21.6 31.7 62.0 1339 1966 g 1A North 21.6 22.8 59.0 1274 1344 h j k 1 6b Skylights Total SqFt Total H-Btuh Total C-Btuh a b c d 7 Wood and Metal Doors Total SqFt 60 Total H-Btuh 422 Total C-Btuh 633 a 11N 7.0 10.5 60.3 422 633 b c ••• d • 8 Above Grade Walls and Partitions Gross SqFt 1656 Net SqFt 1483 Total H-Btuh 4241 Total C-Btuh 4093 a 13A-4oc 2.9 2.8 1483 4241 — • 421. • ••r : • a b • • 004 c • • , d • e •••••• • f •••a • • g • •• •r • a ••4' h • i • • • • • • 1 Part.• .• a • k Part. •• •• • • • I Part. • • • 9 Below Grade Walls Gross SqFt Total H-Btuh a b c d 10 Ceilings Gross SgFt 1564 Net SqFt 1564 Total H-Btuh 1001 Total C-Btuh 2703 a 168-30 0.6 1.7 1564 1001 2703 b c d e f -11a Passive Floors a Gross SqFt 1564 b Total H-Btuh 3472 c FALSE Total C-Btuh 2592 d 19A-Ocp Part. 2.2 1.7 1564 3472 2592 e Part. 11b Radiant Floors a Gross SqFt b Total H-Btuh c Total C-Btuh d Part. • e Part. / Page 1 of 2 JOS: F?ta(-LiFilC R.A. REG # AR 0010924 • • • •• • • •• •• • ••• • •• • • • • • • • •• • • 000 • • • • 4/, TEL (305)894-0186, Form J1 - ALP 12 Infiltration Heat Loss ACH 0.500 2294 Btuh WAR 1.00 2294 Sensible Gain ACH 0.250 860 Btuh 860 Latent Gain ACH 0.250 1808 Btuh 1808 13 Internal Gains Total SC-Btuh 3492.6 Total LC-Btuh 1200 a Occupants at 230 and 200 Btuh 6 1380 1200 b Appliance Scenario Default 1200 c Appliance Scenario Adjustments d Individual Appliances 913 e Plants 14 Sub Totals Sum Lines 6 Through 11A + line 12 + line 13 15167 20715 3008 16 Duct Loss or Gain ELF -Loss and ELF -Gain 0.140 0.260 2123 5386 Latent Gain 1000 16 Ventilation Loss or Gain Vent CFM = Exh CFM = 17 WInter Humidification Loss Gal/Day = 18 Hot Water Piping Loss 19 Blower Heat Gain 20 AED Excursion (blank cell = no adjustment required) 21 Total Loss or Gain For ALP Sum Lines 11b+ lines 14 Through 20 17291 26101 4008 Supply db - Room db (Heat -70 Heat Gain SHR = 0.87 Supply db - Room db (Cool 17 Floor Area (SqFt) = 1564 roximate Supply -FM = HF CF Form J1 For The Average Load Procedure — Manual J, Eighth Edition Supply CFM Fo Blower To Be Insta Page 2 of 2 Iced = -225 Avergae Load Procedure SqFt/Ton =623 1396 •••• • • • • •••• • • • •• • • •• • • • •••• • •••• • • •••• • • •• •• • • • • ••• • • •s•• • • • • • • • • • • • • • •• • • • ••• • • • • • • • •el • • • • s '• •• • • • • • TOL oiefis MOM 0iJOSE,CONDE ARCHITECT Project : TIM JAMES Subject : DOORS Location : 5 NE.105 STREET MIAMI Dein Wind Pressure. o. Equation 30.4-1 (ASCE 7-101. File : Date : Eng : 2015-015 2/17/15 JC System Type Components and Cladding (Envelope Procedure) Structure Type Low -Rise Buildings with h <= 60 ft Gabled & Hipped Roofs Equation P : gh[(GCp)—(GCpi)] qh : velocity pressure at h GCp : Figures 30.4-1 & 30.4-2 GCpi : Table 26.11-1 Velocity Pressure Calculations: Velocity pressure qh is calculated in accordance with section 30.3. qh = Velocity pressure @ mean roof height (h) qh = Constant • Kh • Kzt • Kd • V 2 (Eq 30.3-1) Where : Constant = Numerical Constant (Section C27.3.2) • 34•[(Air density lb/ cult)/(32.2ft/s2)]•[( mi/h )( 5280 ft/mi ) • (1 hr/3600 s )] 2 = 0.00256 Mean Sea Level = 0.00 ft Air Density @MSL = 0.0765 lb/cu ft (Table C27.3-2) Occupancy Category = II (Table 1.5-1) Exposure Category = C (Section 26.7.3) a = 9.50 (Table 26.9-1) Zg = 900.00 ft (Table 26.9-1) Basic Wind Speed = 136.00 mph (Figure 26.5-1 A -C) Mean Roof Height = 14.00 ft Where : Kh = Velocity pressure coefficient @ height h = 2.014Z/Zg)A(2/a) for 15 ft <= Z <= Zg Kzt Topography Kzt @h Kd qh (Table 30.3-1) • 2.01 • (15/Zg) A (2/a) for Z < 15 ft ••"'• = 0.85 • • •••• Topographic factor • jfigufe 26.8-1) • • • • = (1 + K1 • K2 • K3)2 •••••• •••• • • = None •••••• • • •••• •••••• = 1.00 • • •••• • • Wind directionality factor • • (TTI, 26.6-1) • • • • = 1.00 • 40.19 (psf) • • •••••• • • • • • • • • • • •• • PAl'L ?AC- GONDE, R.A. REG N AR 0010924 TEL MG 5944608 • • • •••••• • • ••• • • • • • • •••••• • • •••••• • • ••••• • • ••••• •••••• • • • •••••• • • •••••• • • JOSE CONDE ARCHITECT Project : Subject : Location : TIM JAMES DOORS S NE 105 STREET MIAMI File . Date : Eng : Internal Pressure Coefficient. GCoI. Table 26.11-1 Enclosure Classification GCpi+ GCPi- Aog (sq. ft ) ! Vi (cu. ft.) Ri GCpi+ GCPi- 2015-015 2/17/15 1C Enclosed Buildings 0.18 I -018 60 External Pressure Coefficients. GCp. Figure 30.4-2 (roof) and Figure 30.4-1(wailsj Design Wind Pressure. n. Equation 30.4-1. 5,000,000 1.00 i 0.18 -0.18 40.19 _^ 40.19 rt. 0.31 , -0.80 0.31 -1.22 0.18 1 -0.18 j 5.19 I 19.66 -56.39 0.31 ' -2.03 1 0.18 -0.18 5.19 ) 19.66 88.73 j i 40.19 0.95 -105 0.18 -0.18 30.82 f 45.29 -49.31 ( -34.84 40.19 0.95 -1.29 0.18 -0.18 30.82 i 45.29 I -59.23 -44.76 • Positive and negative values of external and internal pressures are combined to determine four possible pressures: • ..• -0.18 5.19 I 19.66 p2 ``:." ,(psf) ' -25.10 -41.92 -74.26, pl+ uses GCp+ and GCpi+ p1- uses GCp- and GCpi+ p2+ uses GCp+ and GCpi- p2- uses GCp- and GCpi- Roof Overhang Pressure. p. Equation 30.10-1 Wind pressures acting on the roof overhang (soffit pressures not included). Zone qh ._ (psf) 40.19 GCp- (R.0.) GCpi+ GCpi pl- (psf) p2_ (psf) -1.00 i -0.18 -32.96 4019 ! -2.20 j 018 j -0.18 -95.66 ( -81.19 40.19 -2.55 ! 0.18 ! -0.18 -109.93 , -95.46 0.18 -47.43 1.1.11 • •••• • • •••• • • •• •• 1111•• • • • • • • • • • • •• • 7.-//40 JOSE PA CCAVDE, Fe.A. It AR 0010924 TTS. i 5944186 • •• • • • •••• • • • • ••• • • • • • •••.•• • • ••• • • • •• 1 •••••• • •• •..••S • • •••••• • • ••••• • • • •' • • • •11.11 • • Form J1 - ALP Prolec 5 NE 105 ST-FBD RENOVATION Date 0.99% 1% Heat db Heat RH Cool db Cool RH Procedure City: MIAMI FL 9/2/2015 50 90 70 1423 75 55% Average Form J1 For The Average Load Procedure — Manual J, Eighth Edition 1 Name of Room Entire House 2 Running Feet, Exposed Walls and Partition Walls Gross Exp. Wall and Part. Area 1656 1656 3 Average Exposed Wall and Partition Heights Net Exposed Wall Area 1423 4 Room Dimensions (L&W) Floor Plan Area 1564 6 Ceiling Slope Gross and Net Exp. Ceiling Area 1564 1564 Component Heat Loss and Gain Construction Number Panel Faces HTM Heat Loss HTM Heat Gain Net Area or Length Btuh Heating Btuh 5 -Cooling Btuh L -Cooling 6a Windows and Glass Doors Total SqFt 173 Total H-Btuh 3737 Total C-Btuh 8341 a b c d 1A East 21.6 58.3 52.0 1123 3030 e f 1A South 21.6 31.7 62.0 1339 *1966 g 1A North 21.6 22.8 59.0 1274 1344 h I k 1 6b Skylights Total SqFt Total H-Btuh Total C-Btuh a b c d 7 Wood and Metal Doors Total SqFt 60 Total H-Btuh 422 Total C-Btuh 633 a 11N 7.0 10.5 60.3 422 633 b c d 8 Above Grade Walla and Partitions Gross SqFt 1656 Net SqFt 1483 TotalIl-Btuh 4241 Total C-Btuh 4093 a 13A 4ocwl 2.9 2.8 1483 4241 4093 • b •• •• _ il • c •• • • d •••• i• e •••• • • f • • • • • • • i g • • • it• h •••••• • • i •• •• _• i Part. •••••• • • • k Part. • . .• I Part. • • • 9 Below Grade Walls Gross SqFt Total H-Btuh a • • • • b • c d 10 Ceilings Gross SqFt 1584 Net SqFt 1584 Total H-Btuh 1001 Total C-Btuh 2703 a 16B-30 0.6 1.7 1564 1001 2703 b c d e f 11a Passive Floors a„ Gross SqFt 1564 Total H-Btuh 3472 Total C-Btuh 2592 a - b c FALSE d 19A-Ocp Part. 2.2 1.7 1564 3472 2592 e Part. 11b Radiant Floors Gross SqFt Total H-Btuh Total C-Btuh a b c d Part. e Part. i Page 1 of 2 JOSE RAUL CO:4DE, R.A. REG I AR 0010924 TEL OLDS MOBS •• • •• • •• • • ••• ••• • • • ••• ••• • • • . • •• • • • • • • •• • • • • Form J1 -ALP 12 Infiltration Heat Loss ACH 0.500 2294 Btuh WAR 1.00 2294 Sensible Gain ACH 0.250 860 Btuh 860 Latent Gain ACH 0.250 1808 Btuh 1808 13 Internal Gains Total SC-Btuh 3492.6 Total LC-Btuh 1200 a Occupants at 230 and 200 Btuh 6 1380 1200 b Appliance Scenario Default 1200 c Appliance Scenario Adjustments d Individual Appliances 913 e Plants 14 Sub Totals Sum Lines 6 Through 11A + line 12 + line 13 15167 20715 3008 15 Duct Loss or Gain ELF -Loss and ELF -Gain 0.140 0.260 2123 5386 Latent Gain 1000 16 Ventilation Loss or Gain Vent CFM = Exh CFM = 17 Winter Humidification Loss Gal/Day = 18 Hot Water Piping Loss 19 Blower Heat Gain 20 AED Excursion (blank cell = no adjustment required) 21 Total Loss or Gain For ALP Sum Lines 11b+ lines 14 Through 20 17291 26101 4008 Avergae Load Procedure Supply db - Room db (Heat -70 Heat Gain SHR = 0.87 Approximate Supply CFM = -225 1396 Supply db - Room db (Cool 17 Floor Area (SqFt) = 1564 Total Tons = 2.51 SqFt / Ton = 623 HF CF = Supply CFM For Blower To Be Installed = Form J1 For The Average Load Procedure -- Manual J, Eighth Edition Page 2 of 2 •••• • • • • •••• • • • • •• • • •• • • • • • • •••• • • • •••• • • • • • • •••• • •••• • • • • • •• •• •••• • • • • • • • • • • • • • • • • •• • JOSE R.A(EL CONDE, R.A. REG # AR 0010924 TEL MOM 69441088 • • ••• • • • •• • • • JOSE CONDE ARCHITECT Project : Subject : Location : TIM JAMES D00RS 5 NE 105 STREET MIAMI pesein Wind Pressure. D. Eauation 30.4-1 (ASCE 7-10). File : Date : Eng : 2015-015 2/17/15 JC Components and Cladding (Envelope Procedure) Low -Rise Buildings with h <= 60 ft Gabled & Hipped Roofs p qh GCp GCpi : gh[(GCp) — (GCpl)] : velocity pressure at h : Figures 30.4-1 & 30.4-2 : Table 26.11-1 Velocity Pressure Calculations. Velocity pressure qh is calculated in accordance with section 30.3. qh = Velocity pressure @ mean roof height (h) qh = Constant • Kh • Kzt • Kd • V 2 Where : Constant Mean Sea Level Air Density @MSL Occupancy Category Exposure Category a Zg Basic Wind Speed Mean Roof Height Where: Kh Kzt Topography Kzt @h Kd qh Numerical Constant 34•[( Air density lb/ cuft)/(32.2ft/s2)1•[( mi/h )( 5280 ft/mi ) • (1 hr/3600 s )] 2 0.00256 0.00 ft 0.0765 Ib/cu ft II C 9.50 900.00 ft 136.00 mph 14.00 ft Velocity pressure coefficient @ height h 2.01•(Z/Zg)^(2/a)for 15 ft <= Z <= Zg 2.01 • (15/Zg) A (2/a) for Z < 15 ft 0.85 Topographic factor (1+K1•K2•K3)2 None 1.00 Wind directionality factor 1.00 40.19 (psf) (t -i v ph IA fj •1 JOSE PAUL CONDE, A.A. REG if AA 0010924 TEL 6644488 (Eq 30.3-1) (Section C27.3.2) (Table C27.3-2) (Table 1.5-1) (Section 26.7.3) (Table 26.9-1) (Table 26.9-1) (Figure 26.5-1 A -C) (Table 30.3-4 • • • • • • . •••• • • • •• • • •• • • • ••( ure26.8-1)•�•• • •••• • • • • •••• • •••• • • Trade 26.6-11 • : • • • • • • • • • • • •• • • • • • 1• ••• • • • • •• • • • • • • • •• • • • • JOSE CONDE ARCHITECT Project : TIM JAMES Subject : DOORS Location : 5 NE 105 STREET MIAMI Jntemal Pressure Coefficient. GCoI. Table 26.114 File : Date : Eng . 2015-015 2/17/15 JC Enclos�ire Classification GCpi+ GCP1 Aog (sq ft'.) , Vi (cu. ft) Ri GCpi+' Enclosed Buildings 0.18 -0.18 1 60 J;ictemal Pressure Coefficients. GOD. Figure 30.4-2 lroofl and Figure 30.4-1 lwallsj MUM Mr MB 3 111151111 Area sq' ft.) 90.00 Angle (deg) 14.54 0.31 -0.80 WR: GCp O. 90.00 14.54 0.31 90.00 1454 0.31 20.00 ) All 0.95 -1.22 -2.03 -1.05 -2.20 -2.55 20.00 ( AH 0.95 -1.29 Design Wind Pressure. o. Eauation 30.4-1. 1 qh (psf) 40.19 5,000,000 I 1.00 0.18 -0.18 40.19 0.31 -0.80 0.31 -1.22 0.18 -0.18 5.19 p2+ (psf) 19.66 -39.57 p2- (psf) -25.10 0.18 -0.18 5.19 19.66 -56.39 -41.92 MUNI 40.19 40.19 40.19 0.31 -2.03 0.18 -0.18 5.19 19.66 -88.73 I -74.26 0.95 -1.05 0.18 -0.18 30.82 45.29 -49.31 1 -34.84 0.95 -1.29 0.18 -0.18 30.82 45.29 J -59.23 1 -44.76 Positive and negative values of external and internal pressures are combined to determine four possible pressures: pl+ uses GCp+ and GCpi+ p1- uses GCp- and GCpi+ p2+ uses GCp+ and GCpi- p2- uses GCp- and GCpi- Jtoof Overhang Pressure. p. Eauatlon 30.10-1. Wind pressures acting on the roof overhang (soffit pressures not included). Zone WWI WIEN 4 40.19 UGCp- (R.O.) 40.19 40.19 -1.00 -2.20 -2.55 0.18 -0.18 -47.43 -32.96 0.18 -0.18 -95.66 -81.19 0.18 -0.18 I -109.93 95.46 T J JOSE PAUL CONDE, R.A. REG # AR 0010924 Ta (806) swine r • • • • . •• • • •• • • • • • •••• • • . •. •••• • • • r • • •••• 1 • • •• •• •••• • •••• • • • • • • • • • • • • • •• • • • ••• • • • • • • • • • • • • • STRUCTURAL COMPUTATIONS FOR SRENNOVATIONT •• • •• •••• • • •• • • • • • • • •••• • • • • •••• • • • • •••• • • •• • •• •• •••• • • • • .• • • • • • • • • • • • • •• •• • • • ••• • .• COMBINED ENGINEERING SCIENCES CARLOS ENSENAT, PE 32566 CERTIFICATE OF AUTHORIZATION No, 9108 1214 SW 12 CT. MIAMI, FL. 33135 ( 305 ) 856-6345 REMOVE EXIST. GABLE END WALL Ru -1.0 K TYPE • ••• • • • • •••• • • • • •• • • •• • • • • REMOVe EXIST. • • GABLE ERe WALL •• • •• •• • • • •• • • • • • • •• •. • 4 •• GIVE% •• 8 GIRDER •• ., I K TYPE 1 !� • • • • .• • • • • Ru�1.0 K TYPE 1 ROOF FRAMING PLAN 1/4" = 1'-Q" ii GIRDER IRTYPE K 2 REMOVE EXIST. GABLE END WALL COMBINED ENGINEERING SCIENCES CARLOS ENSENAT, PE 32566 1214 SW 12 CT. MIAMI, FL. 33135 ( 305 ) 856-6345 mom Z097 e• Za nc Up 33 Z.4 las 4 Z --- ?yrs 717:1/5..Smac --//or%'S 0.2* /I .21.1ss 39 1.-30 _ R� qv-/dGyb IQgo Gd Ri �-.7--/= 7G J cre%1er 5 Llinj '70 irirh ,id/arc/ - f Rh, -_.044 .h;.044 (A) ra ps• /Itos woo• , g K 10;.04 (3) •• .• • • • • • • • • •• • •••• • • •••• • •• • • • •••• • • • • •••• • •••• • • • • • ••• • • • Io •• • • • • • • • :• • • • • MecaWind Std v2.2.6.2 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright Date : 8/26/2015 Project No. Company Name : True Designed By Address : Address Description City : City Customer Name State : State Proj Location File Location: C:\Program Files (x86)\MecaWind\DADE.wnd Directional Procedure Simplified Diaphragm Basic Wind Speed(V) = 175.00 mph Structural Category = III Natural Frequency = N/A Importance Factor = 1.00 Alpha = 9.50 At = 0.11 Am = 0.15 Cc = 0.20 Epsilon = 0.20 Slope of Roof = 4 : 12 h: Mean Roof Ht = 10.50 ft RHt: Ridge Ht = 13.00 ft OH: Roof Overhang at Eave= .00 ft Bldg Length Along Ridge = 100.00 ft Length of Hipped Ridge = 10.00 ft www.mecaenterprises.com JobNo Engineer Description Customer Location Building (Ch 27 Part 2) Exposure Category ▪ C Flexible Structure = No Kd Directional Factor = 0.85 Zg = 900.00 ft Bt = 1.00 Bm = 0.65 1 = 500.00 ft Zmin = 15.00 ft Slope of Roof(Theta) = 18.43 Deg Type of Roof = HIPPED Eht: Eave Height = 8.00 ft Overhead Type = No Overhang Bldg Width Across Ridge= 30.00 ft Roof Slope on Hip End = 6.34 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht lzm: Cc*(33/Zm)^0.167 Lzm: 1*(Zm/33)^Epsilon Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 = 15.00 • 0.23 = 427.06 = 0.94 • 0.89 • 0.85 ft, • • • • ft •• • • • 0000 • • •• • • • • • • • • • •••• • • • • • • 0000 • • • Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi 00'41•' GCPi : Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z Kzt (0.33*z): Topographic factor at elevation 0.33*z Vtopo: Adjust V per Para 27.5.2: V * (Kzt(0.33*z)]^0.5 ••0• • 0000 • • • • • • • • • • • • • • 1.00 • • 1.00 •••• • 175.00 mph MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon ASD Design, with a Load Factor of .6 MWFRS Pressures for Wind Normal to 100 ft wall (Normal to Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 0.30 h: Height to top of Windward Wall = 8.00 ft ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting away from wall = .54 * ph = -20.90 psf pl: Leeward wall pressure acting away from wall = .38 * ph = -14.71 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 23.99 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 23.99 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height Lambda: Exposure Adjustment Factor Slope: Roof Slope Zone 1 2 3 Load Casel Load Case2 psf psf - 29.05 - 23.48 - 36.05 10.09 -10.30 .00 = 10.500 ft • 1.000 = 18.43 Deg • ••• • • • • • • • 4 -32.18 .00 5 -26.37 .00 Note: A value of '0' indicates that the zone/load case is not applicable. Notes - Normal to Ridge MWFRS Pressures for Wind Normal to 30 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 3.33 h: Height to top of Windward Wall = 8.00 ft ph: Net Pressure at top of wall (windward + leeward) = 33.68 psf p0: Net Pressure at bottom of wall (windward + leeward) = 33.68 psf ps: Side wall pressure acting away from wall = .64 * ph = -21.55 psf pl: Leeward wall pressure acting away from wall = .27 * ph = -9.09 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 24.58 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 24.58 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height Lambda: Exposure Adjustment Factor Slope: Roof Slope Zone Load Casel Load Case2 psf psf 1 -29.05 10.09 2 -23.48 -10.30 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 = 10.500 ft = 1.000 = 18.43 Deg ern Note: A value of '0' indicates that the zone/load case is not applicable.• • Notes - Along Ridge • ••• •••• •• • •• • • • • • • • Wind Pressure on Components and Cladding (Ch 30 Part 1) •••• • All pressures shown are based upon ASD Design, with a Load Factor of .6 • • • Width of Pressure Coefficient Zone "a" = Description TRUSS TRUSS TRUSS WALL WINDOW WINDOW DOOR DOOR GARAGE •••• • • • • = 3.00 ft • • •••• • Width Span Area Zone Max Min Max P Min• t.••. •••• ft ft ft^2 GCp GCp psf pep • •• •••• -moo, • • 2.00 20.00 133.3 1 0.30 -0.80 16.29 -3.26• ' • • • 2.00 20.00 133.3 2 0.30 -1.20 16.29 -46.84 2.00 20.00 133.3 3 0.30 -1.20 16.29 -41.84 • • • • 1.00 8.00 21.3 5 0.94 -1.28 38.08 -49.46. • • ••• • • 3.00 3.00 9.0 4 1.00 -1.10 40.05 -43.45 • • • 3.00 3.00 9.0 5 1.00 -1.40 40.05 -53.63 •• • 3.00 7.00 21.0 4 0.94 -1.04 38.12 -41.51 3.00 7.00 21.0 5 0.94 -1.29 38.12 -49.77 4.00 8.00 32.0 4 0.91 -1.01 37.02 -40.42 • • • Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd = 0.85 = 33.94 psf 3 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 5 NE 105 ST RENOVATION Builder Name: Street: 5 NE 105 STREET Permit Office: DORAL City, State, Zip: MIAMI SHORES , FL , Permit Number: Owner: COGENT INVESTMENTS Jurisdiction: 231410 Design Location: FL, Miami 1. New construction or existing Existing (Projecte 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 1564 Conditioned floor area below grade (ft=) 0 7. Windows(180.0 sqft.) Description Area a. U -Factor. Sgl, U=1.00 180.00 ft2 SHGC: SHGC=0.50 b. U -Factor N/A ft' SHGC: c. U -Factor. N/A ft2 SHGC: -d. U -Factor. N/A ft2 SHGC: `•• Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.500 8. Floor Types (1564.0 sqft.) Insulation Area a. Crawlspace R=3.0 1564.00 ft' b. N/A R= it: c. N/A R= ft2 9. Wall Types (1552.0 sqft.) a. Concrete Block - Int Insul, Exterior b. Concrete Block - Ext Insul, Exterior c. Concrete Block - Int Insul, Adjacent d. N/A 10. Ceiling Types (1564.0 sqft.) a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits Insulation Area R=4.1 912.00 ft2 R=4.1 448.00 ft2 R=4.1 192.00 ft2 R= ft2 Insulation Area R=30.0 1564.00 ft2 R= ft= , R= ft: R ft' 6 120 kBtu/hr Efficiency 36.0 SEER:15.00 kBtu/hr Efficiency 18.0 COP:1.00 Cap: 50 gallons EF: 0.920 Pstat Glass/Floor Area: 0.115 Total Proposed Modified Loads: 46.05 . • • • Total Standard Reference Loads: 58.44 • : PA' •rS •• •••• • I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Ene," Code. /calculation PREPARED BY: !� • • • Review of the plans and '....' specifications covered by this indicates compliance ..' with the Florida Energy Code. Before construction is completed : ' this buildingwill be inspected for . . compliance with Section 553.9086..' Florida Statutes.r' BUILDING OFFICIAL. . :.....:;..•..•. . �• loosT,il' •. - E,•.•• -� , -' :. _ = , �' '= '�': �i� `•�' _� ! r, u,' {" ••••w •".-- „ w _ ` "'' ::.�..., ..: 31 =,14 is:* *`•.. • : .°Ob • • . DATE: JRSE FIAL _ 00 DF 9..A �� I hereby certify that this/WI ' igned, is' in compliance with the Florida Energy C e. OWNER/AGENT: - DATE• DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist JOSE P.At i.,014DE, R.A. REG # AR 00109124 TEL 1 8 9/2/2015 12:33 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 Y . PROJECT Title: 5 NE 105 ST RENOVATION Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1564 Lot # Owner. COGENT INVESTMENTS Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street 5 NE 105 STREET Permit Office: DORAL Cross Ventilation: County: Miami -Dade Jurisdiction: 231410 Whole House Fan: City, State, Zip: MIAMI SHORES , Family Type: Single-family FL, New/Existing: Existing (Projected) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V 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 Blodkl 1564 12512 SPACES Number Name Area Volume Kitchen Occupants Bedrooms kith ID Finished Cooled Heated 1 Main 1564 12512 Yes 6 3 1 Yes Yes Yes FLOORS # Floor Type Space Exposed PerWail Ins. R -Value Area Floor Joist R -Value Tile Wood Carpet 1 Crawlspace Main 207 ft 0 1564 ft2 3 0 0 1 ROOF / Roof Gable Roof Solar SA • • • • ;mitt €mitt . Deck • • VWV # Type Materials Area Area Color Absor. Tested • • • • ?espd• • Insul. (deg2 • • • • 1 Hip Composition shingles 1648 ft2 0 ft2 Light 0.96 N • • • • 0.9 No 0 : • •fir.4 • • • . ATTIC. •... • ' • • • • V # Type Ventilation Vent Ratio (1 in) Area RBS : iRdC • • • 1 Full attic Vented 150 1564 ft= N• • K •• • ••• • • CEILING V# Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1564 ft2 0.11 Wood 9/2/2015 12:33 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 9/2/2015 12:33 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 51 . WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall Type Space . R VaIiiP Ft In Area _EL __1n_— —R,Value_Eraction—Absor.Grade%_ 1 N Exterior Concrete Block - Int Insul Main 4.1 42 8 336.0 ft2 _ 0 0.75 0 2 S Exterior Concrete Block - Int Insul Main 4.1 42 8 336.0 ft2 0 0 0.75 3 E Exterior Concrete Block - Ext Insul Main 4.1 56 8 448.0 ft2 _ 0 0 0.75 0 4 W Exterior Concrete Block - Int Insul Main 4.1 30 8 240.0 ft2 _ 0 0.75 0 5 W Garage Concrete Block - Int Insul Main 4.1 24 8 192.0 ft2 _ 0 0.75 0 DOORS V # Omt Door Type Space Storms U-ValueWidth Height Area Ft In Ft In 1 W Insulated Main None 3 .46 6 8 20 ft2 2 S Wood Main None 3 .46 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening r 1 N 1 Metal Single (Tinted) Yes 1 0.5 60.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 2 S 2 Metal Single (Tinted) Yes 1 0.5 62.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 3 E 3 Metal Single (Tinted) Yes 1 0.5 58.0 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 1 220 ft2 220 ft2 42 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 • u_•__ 1 Wholehouse Best Guess .0003 1230.7 67.56 127.07 .207 • • • 5.9018 • • • .. • • HOT WATER SYSTEM • ' ' •. V # System Type SubType Location EF Cap Use SetPnt • • • • Gonseaation . • 1 Electric None Garage 0.92 50 60 120 •' •'' ' gal gal deg None • SOLAR HOT WATER SYSTEM .. .. .. • • • • FSEC eollectof Sjgj • • Cert # Company Name System Model # Collector Model # :Area'. Vblume • Fgf .. ._ ._..._ AP- None None • • • • None ft2 .. • 9/2/2015 12:33 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 51 • • DUCTS — Supply — — Retum — Air CFM 25 CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 120 ft2 Main 120 ft2 Default Leakage Main (Default) (Default) 1 1 , TEMPERATURES Programable Cooling Heating Venting Thermostat: Jan Jan Jan Y Feb X Feb Feb Mar X Mar X Mar Cei Apr Apr `X• Apr ing Fans: May May May [X Jun [ Jun [ Jun Jul Jul Jul X Aug Aug ' Aug Sep [ Sep Sep Oct Oct X Oct Nov )C Nov 'X Nov Dec X Dec 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 • ••• • • • •• •••• • • • • •• • • •• • •••• • • •••• • •••• • • • •• •• • • • • • • • • •• • • •••• • • .•• • • • • .• • • • • ••• • • • • • • • 9/2/2015 12:33 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 , Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 5 NE 105 STREET MIAMI SHORES, FL, PERMIT #: MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & controls 403.1 At least one thermostat shall be provided for each separate heating and cooling system. Where forced -air fumace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 403.3.3 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code: Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-,2'. • • + accessible manual OFF switch.• 04100 d • .... . •• • V :"'"' --.�..-. ••• .. Mechanical ventilation 403.5 i'•- • i 400 Homes designed to operate at positive pressure or with asechanical._••• ventilation systems shall not exceed the minimum ASH444.62 level. • No make-up air from attics, crawlspaces, garages or optrlcxrr�s adjacent • to pools or spas. • • • • • ••.-.. Swimming Pools & Spas 403.9 f-- Pool pumps and pool pump motors with a total horsepOttetrtHP) off=.I• HP shall have the capability of operating at two or mor4% s. Spas • and heated pools must have vapor -retardant covers ora liquid cov6; or:. other means proven to reduce heat loss except if 70%:of Feat from... site -recovered energy. Off/timer switch required. Gas heaters minim .rri : thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating equipment 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special occasion cooling or heating capacity requires separate system or (/ variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 9/2/2015 12:33 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 • • • • ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 79 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows** Description SgI, U=1.00 SHGC=0.50 WA a. U -Factor. SHGC: b. U -Factor. SHGC: c. U -Factor: N/A SHGC: d. U -Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Crawlspace b. N/A c: N/A 5 NE 105 STREET, MIAMI SHORES, FL, Existing (Projecte Single-family 1 3 No 1564 Insulation R=3.0 R= R= Area 180.00 ft2 ft2 ft2 ft2 2.000 ft. 0.500 Area 1564.00 ft2 ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Ext Insul, Exterior c. Concrete Block - Int Insul, Adjacent d. N/A 10. Ceiling Types a. Under Attic (Vented) b. WA c. N/A 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Budding Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL,s isplay Card will be completed based on installed Code compliant features. X�- -Sadder Signature: JOSE RAUL CONDE, Date: Address of New Home: City/FL Zip: • • • • • •• • • Insulation Area R=4.1 912.00 ft2 R=4.1 448.00 ft2 R=4.1 192.00 ft2 ft2 Insulation Area R=30.0 1564.00 ft2 R= ft2 R= ft2 R ft2 6 120 kBtu/hr Efficiency 36.0 SEER:15.00 kBtu/hr Efficiency 18.0 COP:1.00 Cap: 50 gallons EF: 0.92 • • • • • Pstat •••• • •• • • • •••• • • • *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 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software -:� 25 0 12.5 25 GRAPHIC SCALE (Ii! Feet) 1 inch = 25 ft. I 8 :-202 10' ASPHALT UTILITY ::...................:....._............... POLE .w" . ' FOUND 1/2" IRON PIPE 40.0' 0=.2'- cO O SET 1/2" IRON ROD LB #7463 `NI SEE Wz 9.8' 218' DETAIL"A" ow (. r •1 TILED.-• f i a? 15.1' � ,,; 1 '-CONCRETE L=39.11' R=25.0O'/ 0=89°38'04" 5' WALK 50.16' -FOUND 1/2" IRON PIPE 115.00' NE 105th STREET _: )- 15'ALLEYR/W SET 1/2" 1 /RON ROD LB #7463 ti O N 0.8' FOUND 1/2" IRON PIPE 50' RNV (IMPROVED) 1 4;1 FLOOD ZONE: X COMMUNITY NUMBER: 120652 PANEL: 0302 SUFFIX: L LOCA 770A/ MAP NOT TO SCALE L56AiL D5. C, / 77O/V, LOT 9, BLOCK 202, OF DUNNINGS MIAMI SHORES, 2nd EXTENSION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 41, PAGE 78, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA /VOTES, 1. LEGAL DESCRIPTION PROVIDED BY CLIENT '2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE 3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY 4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED 5. EASEMENTS NOT SHOWN OR NOTED ON PLAT 1 MWM 2,• r�7;amaar, rt�x; 21.8' ., 8.0' ' 3.2' 0.5' BUILDING 0.9' -LINE rn DETAIL "A" (NOT TO SCALE) {;4 Clyde 0. McNeal PSM #2883 THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OFA FLORIDA LICENSED SURVEYOR AND MAPPER BOUNDARY SURVEY OF Project C-12233 Date 5-01-2013 Scale 1. = 25' • . . Er' •tii• • •• • Z •••• ••0'62-11 • M Q • � M • Ili• •••••:4.0: g .4') • • w c+. c:4• Pr MI. o H 1--I w w o in R o • CW d : Prl • ••• • • • • • • • • • ✓ f�