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RC-15-1928
f Permit No. RC-7-15-1928 `SgONEs c� Miami Shores Village "' Permit Type:Residential Construction 4 10050 N.E.2nd Avenue NWPer I Worfc Classification:Alteration Miami Shores,FL 33138-0000 Permit Status:APPROVED •h� � Phone: (305)795-2204 fLORIDp` Issue Date: 1/26/2016 Expiration: 07/24/2016 Project Address Parcel Number Applicant 13 NW 108 Street 1121360110310 Miami Shores, FL 33168-4311 Block: Lot: READ HOLDINGS LLC Owner Information Address Phone Cell READ HOLDINGS LLC 3850 BIRD Road MIAMI FL 33146- 3850 BIRD Road MIAMI FL 33146- Contractor(s) Phone Cell Phone Valuation: $ 2,500.00 M S GENERAL CONTRACTORS INC (305)970-8772 - Total Sq Feet: 00 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved: :In Review Fill Cells Columns Date Denied: Final PE Certification Type of Construction: INTERIOR REMODELING 3 BATHR Occupancy:Single Family Window Door Attachment Stories: 1 Exterior: Framing Front Setback: Rear Setback: Insulation Left Setback: Right Setback: Drywall Screw Bedrooms:3 Bathrooms:2 Window and Door Buck Plans Submitted:Yes Certificate Status: Review Planning Certificate Date: Additional Info: Review Structural Review Electrical Bond Return: Classification:Residential Review Electrical Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Electrical CCF $1.80 Review Electrical DBPR FeeInvoice# RC-7-15-56539 Review Building $2.00 07/30/2015 Credit Card $50.00 $733.80 DCA Feed $2.00 Review Building Education'Surcharge $0.60 01/26/2016 Credit Card $733.80 $0.00 Review Building Permit Fee $100.00 Review Building C Plan Review Fee(Engineer) $120.00 Review Structural Plan Review Fee(Engineer) $80.00 Review Structural Plan Review Fee(Engineer) $120.00 Review Structural Plan Review Fee(Engineer) $160.00 Review Structural c Plan Review Fee(Engineer) $120.00 Review Planning Scanning Fee $75.00 Review Planning Technology Fee $2.40 Review Mechanical Total:_, $783.80 Review Mechanical Review Plumbing Review Plumbing a i Review Plumbing m 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 constructioniand zoning. Futhermore,I authorize the above-named contractor to do the work stated. January 26, 2016 1 Permit No. RC-7-15-1928 `5ortE r,� Miami Shores Village — anPermit Type:Residential Construction 10050 N.E.2nd Avenue NW Work Classification:Alteration Miami Shores £ ' It,FL 33138-0000 Pen Permit Status:APPROVED ry Phone: (305)795-2204 �GOli/DP Issue Date: 112612016 Expiration: 07/2412016 Project Address Parcel Number Applicant 13 NW 108 Street 1121360110310 Miami Shores, FL 33168-4311 Block: Lot: READ HOLDINGS LLC Owner Information Address Phone Cell READ HOLDINGS LLC 3850 BIRD Road MIAMI FL 33146- 3850 BIRD Road MIAMI FL 33146- Contractor(s) Phone Cell Phone Valuation: $ 2,500.00 M S GENERAL CONTRACTORS INC (305)970-8772 _. _xr. _... Total Sq Feet: 00 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved:: In Review Fill Cells Columns Date Denied: Final PE Certification Type of Construction: INTERIOR REMODELING 3 BATHR Occupancy:Single Family Window Door Attachment Stories: 1 Exterior: Framing Front Setback: Rear Setback: Insulation Left Setback: Right Setback: Drywall Screw Bedrooms:3 Bathrooms:2 Window and Door Buck Plans Submitted:Yes Certificate Status: Review Planning Certificate Date: Additional Info: Review Structural Bond Return: Classification:Residential Review ElectricalReview Electrical Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Electrical CCF $1.80 Review Electrical DBPR FeeInvoice# RC-7-15-56539 Review Building $2.00 07/30/2015 Credit Card $50.00 $733.80 DCA Fee $2.00 Review Building Education Surcharge $0.60 01/26/2016 Credit Card $733.80 $0.00 Review Building Permit Fee $100.00 Review Building Plan Review Fee(Engineer) $120.00 Review Structural Plan Review Fee(Engineer) $80.00 Review Structural Plan Review Fee(Engineer) $120.00 Review Structural Plan Review Fee(Engineer) $160.00 Review Structural Plan Review Fee(Engineer) $120.00 Review Planning Scanning Fee $75.00 Review Planning Technology Fee $2.40 Review Mechanical Total: $A3.1 80 Review Mechanical Review Plumbing Review Plumbing Review Plumbing January 26, 2016 Authorized Signature:Owner / licant / Contractor / Agent Date Building Departmerit Copy January 26,2016 2 %- � Miami Shores Village 3 �ECPT � 1-� , Building Department JUL so z \ g p 695 Id10050 N.E.2nd Avenue, Miami Shores, Florida 33138By,Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 151 BUILDING V •\ _ Master Permit No. PERMIT APPLICATION Sub Permit No. XBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:13 Nk/ & - City: Miami Shores County: Miami Dade Zip: + 1tid Folio/Parcel#: Is the Building Historically Designated:Yes NO(— Occupancy Type: Load: Construction rT,ype: Flood s� Zone: BFE: �,/,,/�jFFFEE: �r�',Ih OWNER: Name(Fee Simple Titleholdeerr)� --K� l��IrpiNA0 wt.i Phone#: 716V 0 "1 01` 0 Address: �n ��i 019 iZdAO City: r``144 1 State: / Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: S Gi:—:;O&ISA-1._ Gf-J(IZ4 Lrd IZ S Phone#: d 6-1-7 Z Address: 12 VJ 2 2� PAT City: Stater—fl (Z I � — Zip: F Qualifier Name: M llG U�Z� :::5Afi-F Phone#:��7 0 '0177 State Certification or Registration#: G G 19 19 1 ZO Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: �'wm \ City: State: Zip: Value of Work for this Per 't:$ 2 vV� r Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Rpk6 r/ place Demolition Description Work: .,Aao IN.A_ 7 z 4 tvm;11 p_ Specify color of color thru tile: Submittal Fee Permit Fee$ Ck CCF$ CO/CC$ $ ��V (30 Scanning Fee$ QQ) Radon Fee$ , DBPPRR$ Notary$ Technology Fee$ D ` "4C) Training/Education Fee$ O ' Double Fee$ Structural Reviews$ l?A W l�0 'C" O baa •CA3 Bond$ � TOTAL FEE NOW DUE$ (Revised02/24/2014) Banding 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 approved and a reinspection fee will be charged. Signatur Signature 1l OWNER or A NT CO RACTOR The foregoing instrument was acknowledged before me this The foregoing inst ument w s acknowledged befor me this -16 day of 20 /6 by _ ':04 day of J C- 20 '1 . by o f o o M t bU&-L t✓fl o is fson—al Iy known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: \iC�ovnara ' Print: * * MCO MISSIONtEE 284 Seal: A" Seal: OF Fl��\OP Bonded Thru Budget Notary Services Eftr4ed Y COMMISSIONi FF 186919XPIRES:January 1,2019 ihru weft undem Nrs APPROVED BY I� Plans Examiner Zoning i Structural Review Clerk (Revised02/24/2014) J =_ o STATE OF FLORIDA STATE OF FLORIDA -� DEPARTMENT OF BUSINESS AND p DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION PROFESSIONAL REGULATION "f CGC1519120 ISSUED: 06/08/2014 CCC1329211 ISSUED: 06/08/2014 CERTIFIED GENERAL CONTRACTOR CERTIFIED ROOFING CONTRACTOR SANFIEL, MIGUEL SANFIEL,MIGUEL M S GENERAL CONTRACTORS, INC. M S GENERAL CONTRACTORS INC IS CERTIFIED under the provisions of Ch.489 FS. IS CERTIFIED under the provisions of Ch-489 FS. Expiration date: AUG 31,2016 L1406080001479 Expiration date:AUG 31,2016 L1406080001241 STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION CONSTRUCTION INDUSTRY EXEMPTION S5{4J 0_6"j 3-0 ' = 't CERTIFICATE OF ELECTION TO 9E EXEMPT FROM FLORIDA MIGUEL �7 WORKERS COMPENSATION LAW EFFECTIVE DATE: 90/2014 EXPIRATION DATE: 9WO16 j PATH PERSON: SANFIEL MIGUEL i FEIN: 263100603 1 BUSINESS NAME AND ADDRESS: MS GENERAL CONTRACTORS INC 12399 SIN 123 PATH �Peratinnertaaomrveticleeorr�3hnase«Ka,lrtoaw. bneq,teftwi�dq;!11!. MIAMI FL 33786 SCOPES OF BUSINESS OR TRA LICENSED GENERAL LICENSED ROOFING CONTRACTOR CONTRACTOR 009221 Local Business Tax Receipt Miami—Dade County, State of `Florida —THIS IS NOTA BILL — DO NOT PAY 6709456 LBT �_/ BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES M S GENERAL CONTRATORS INC RENEWAL SEPTEMBER 30, 2015 12399 SW 123 PATH 6982673 Must be displayed at place of business MIAMI FL 33186 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS M S GENERAL CONTRATORS INC 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED CGC1519120 BY TAX COLLECTOR Worker(s) 1 $75.00 07/22/2014 CHECK21-14-028771 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 holders qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Code Sec 8a-276. For more information,visit www.miamidade.Dov/taxcollector Local Business Tax Receipt Miarni-Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY BT 6555735 [L BUSINESS NAME/LOCATION RECEIPT NO EXPIRES GALAN ELECTRIC CO RENEWAL SEPTEMBER 30, 2016 3192 NW 45 ST 6826318 Mw';'t 1�#A Oispinyvd .11 of Imhotonx; MIAMI, FL 33142 Pfjf,�Alnllf to ( ("filly (,o fro (Aii,tplm HA Ail 12 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT 1111111CRIV11110 GALAN ELECTRIC CO 196 ELECTRICAL UY TAX COLL11ICTOR C/O OMAR JESUS GALAN CONTRACTOR 45 00 08/07/2015 Worker(s) I 09EO00701 0237-15-000103 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 SO4C 84-276. M LA14 iz For more information,visit www,rviiamide4e,govA4xcoll9ctor Ate RDATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 01/26/16 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(ies)must 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 Vicky Y Fernandez Occidental Risks Services,Inc PHONE (305)433-4068 ac No): (305)420-6814 11890 SW 8st Suite 500 E-MAIL vicky@occidentalrisks.com Miami,FL 33184 INSURERS AFFORDING COVERAGE NAIC N Phone (305)433-4068 Fax (888)678-2045 INSURER A: Accident Insurance Company INSURED INSURER B M.S.General Contractors Inc. INSURER C: 12399 SW 123 Path INSURER D: Miami,FL 33186 (305)970-8772 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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. ILTR TYPE OF INSURANCE ADDL UBR POLICY EFF POLICY EXP INR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 COMMERCIAL GENERAL LIABILITY PREM SES AMAGE ToEa occu RENTEencs $ 100,000.00 F-1 ❑ CLAIMS-MADE 0 08/19/2015 08/19/2016 OCCUR CPP 0004535 04 MED EXP(Any one person $ 5,000.00 A F-1PERSONAL a ADV INJURY s 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000.00 ❑ POLICY ❑ PRO ❑ LOC $ AUTOMOBILE LIABILITY Ea aBINEDtSINGLE LIMIT $ ❑ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED❑ BODILY INJURY Per accident $AUTOS ❑ AUTOS ( ) ❑ HIRED AUTOS ❑ NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident ❑ ❑ $ ❑ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATION WC STATU- ❑ ORH- AND EMPLOYERS'LIABILITY Y/N ❑ TORY R LIMIT ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) General Contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N.E.2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores,FI.33138 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05)QF The ACORD name and logo are registered marks of ACORD To: Page 1 of 1 2015-07-24 13:28:31 (GMT) 18886782045 From: Javier Alvarez CERTIFICATE OF LIABILITY INSURANCE DATE(M24115YW) 07/24/15 THIS CERTIFICATE IS ISSUED ASA 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(ies)must 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 Vicky Fernandez Occidental Risks Services,Inc PHONE FAX 305)420-6814 Alt MUL9. 433-4068 /uc.,No): (3 5) - - 11890 SW Sst Suite 500 vickyWooddentalrisks.com Miami,FL 33184 INSURER tiAFFORDING COVERAGE NAIC A Phone 305)433-4068 Fax (888)678-2045 INSURER A: Accident Insurance Company INSURED INSURER B M.S.General Contractors Inc. INSURER C: 12399 SW 123 Path INSURER D — --- ----.............-.......__..._..---- Miami,FL 33186 (305)970-8772 INSURER E: INSURER F: COVERAGES CERTIFICATENUMBER: REVISIONNUMBER: 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. INSR LTR TYPE OF INSURANCE ADDL UBO I POLICY EFF POLICY EXP POLICY NUMBER MMIDDIYYYY MMIDD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE S 1,000,000.00 Q COMMERCIAL GENERAL LIABILITY I A -GE TO RENTED ❑ ❑ CLAIMS-MADE OCCURPR_EMISES.,(Ea,,.occurtence)_ S 100,000.00 A ❑ CPP 0004535 02 i 08119/2014 08/19/2015 MED EXP(Any one person s 5,000.00 PERSONAL&ADV INJURY S 1,000,000.00 El i GENERAL AGGREGATE s 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER; PRODUCTS-COMP/OP AGG s 2,000,000.00 ❑ POLICY ❑ PRO- ❑ LOC --.-_-.--'- AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT "Ea accident ❑ ANY ALTO BODILY INJURY(Per person) S ❑ ALL AUTOS OWNED ❑ AUTOSULED BODILY INJURY(Per accident) S ❑ HIRED AUTOS ❑ NUN-OWNED AUTOS PROPERTY DAMAGE S (Per accitlent) .13 El ❑ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE S ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE S ❑ DED ❑ RETENTION$ I S WORKERS COMPENSATION ❑WC STAN- ❑OTH- AND EMPLOYERS'LIABILITY Y/N LIMITS ER ANY PROPRIETOR/PARTNERfEXECUTIVE OFFICER/MEMBER EXCLUDED? NIA E.L.EACH ACCIDENT S (Mandatory In NH) If es,describe under J E.L.DISEASE-EA EMPLOYE S DESCRIPTION OF OPERATIONS Wow E.L.DISEASE-POLICY LIMIT S I I i HRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) General Contractor CERTIFICATEHOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N.E.2nd Avenue ..--...._..._........... ....—_ Miami Shores,FI,33138 AUTHORIZED REPRESENTATIVE — ,_.,_.,.�-•- -. Fax:305-756-8972 �_,-l:_�...---" ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05)QF The ACORD name and logo are registered marks of ACORD MS Cyenera[Confracfors, 9nc Date: State of Florida Before me this day personally appeared " l ,Q;tJ G7L -50/ )-r(& .who, Being duly sworn, deposes and says: That he or she will be the only person working on the project located at: io �5, =n rz�T Z5-t+ o ( .-s U it LC,-A E, Sworn to (or affirmed) and subscribe before me this day of L . 2015 , by Personally know Or Produced Identification4, Type of Identification Prod - MARIA O.GODOY '*- tar Public -State of Florida Print, ype or Stamp N ` p� m Expires Dec 8 2018 «q,.•` mission#FF 148272 Tz399 s'�U 123' Pafh 7vfiami, VN:(305)97o 8772 IF (305 2,33 aTaz T-maid msyenerafconfracforsoymadcom 0,0/ 193 ' logo J ,.,,. Miamishores Village �d Building Department RiDp' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Mr— 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: ON P, }O Q 9-" Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of J �/ ,20 By SOS e fto, 14.6ei-- who is personally known to me or has produced --------------------- as identification. Notary: 11 or w Notary Public State of Florida :° Rafael A Perez SEAL: My commission EE125�96 ?of^ Expires 08/28/2015 / Detail by Entity Name Page 1 of 2 max. rr� ° D 4 Detail by Entity Name Florida Limited Liability Company READ HOLDINGS LLC Filing Information Document Number L14000021276 FEI/EIN Number 46-5089617 Date Filed 02/06/2014 State FL Status ACTIVE Principal Address 3850 BIRD ROAD, SUITE 600 MIAMI, FL 33146 Mailing Address 3850 BIRD ROAD, SUITE 600 MIAMI, FL 33146 Registered Agent Name &Address FRANCO, XAVIER A 806 S. DOUGLAS ROAD, SUITE 625 CORAL GABLES, FL 33134 Authorized Person(s) Detail Name &Address Title Authorized Member Rafael A Diaz Revocable Trust 3850 BIRD ROAD, SUITE 600 MIAMI, FL 33146 Title Authorized Member Malabet, Jose 3850 BIRD ROAD, SUITE 600 MIAMI, FL 33146 Annual Reports Report Year Filed Date 2015 01/29/2015 http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 7/30/2015 Detail by Entity Name Page 2 of 2 Document Images 01/29/2015 --ANNUAL REPORT View image in PDF for 02/06/2014 -- Florida Limited Liability View image in PDF format State of Ronda,Department of State http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 7/30/2015 DEVELOPMENT ORDER File Number: PZ-8-15-2015214 Property Address: 13 NW 108th St Property Owner/Applicant: Read Holdings LLC Address: 3850 Bird Rd., #600, Coral Gables, FL 33146 Agent: Orlando Cordoves Address: 1553 San Ignacio Ave., Coral Gables, FL 33146 Whereas, the applicant Read Holdings LLC (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 September 17, 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 300 sf attached garage to a game room, bathroom and laundry room. 2) The rear driveway to be cut back to create a landscape strip of not less than 5 ft. between the residence and driveway. Page 1 of 2 3) The applicant to maintain 2 legal parking spaces on the plot. 4) 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. 5) Landscaping shall be compliant with Division 17 of Appendix A, Village of Miami Shores Code of Ordinances. No new landscaping is proposed 6) Ground cover must comply with the provisions Division 17 of Appendix A, Village of Miami Shores Code of Ordinances, artificial turf is specifically prohibited. 7) Applicant to obtain all required building permits before beginning work. 8) 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. 9) Applicant to complete a covenant in the form of a"Declaration of Use" assuring the property is used only for a single family purpose, record the covenant with the Miami-Dade County Recorder and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. 10)Applicant to meet all applicable code provisions at the time of permitting. 11)This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. The application with conditions was passed and adopted this 17th day of September, 2015 by the Planning and Zoning Board as follows: Mr. Abramitis Mr. Busta Mr. Reese Mr. Glinn Chairman Fernandez Date Richard M. Fernandez Chairman, Planning Board Page 2 of 2 Nov. 18, 2015 Att: Ismael Naranjo Miami Shores Village Building Department Ref: Residential Repairs and Alterations 13 N.W. 108 Street, Miami Shores Village, Florida Permit No. 15-1928 RESPONSE TO BUILDING DEPARTMENT COMMENTS (Dated Nov. 6, 2015) Revision #2 1. Based on the information provided on the plans the scope of work for this Droiect constitutes a level 3 alteration. Level 3 alterations should comply with chapter 9 of the 2014 FBC-existing Bldg . Corrected on Code Analysis on sheet SP-1 2. Reflect the location of the utilities servicing the building as required under section 8-10 of the Miami Dade County Code. See Site Plan on sheet SP-1 3. Health Department approval is required. It has been provided by owner 4. The garage finish floor elevation should be 8" above the back of sidewalk elevation. The existing Garage finished floor is 1/2" higher than the driveway connecting to the alley at the back of the property. The sidewalk (is really an existing patio) is higher than the driveway. Please see North Elevation on sheet A-2 and Floor Plan on sheet A-1 5. New door 03. Should be flush with the floor. Also you need to provide a landing outside the door. Outside the door is the concrete patio. flush with the door: inside we corrected the A-1 in order to provide a new platform according to FBC 2014 Residential: R311.3.1 Floor elevations at the required egress doors. Landings or finished floors at the required egress door shall not be more than 1112 inches(38 mm)lower than the top of the threshold. Exception:The landing or floor on the exterior side shall not be more than 7314 inches(196 mm)below the top of the threshold. Where exterior landings or floors serving the required egress door are not at grade, they shall be provided with access to grade by means of a ramp in accordance with Section R311.8 or a stairway in accordance with Section R311.7. 6. Wood joist supporting ceramic tiles should be space at 12" o.c max. Existing wood joists are 12 o.c. 7. Provide dimensions for the roof on sheet S-2 Roof dimensions are added. See Roof Framing Plan on S-2 8. Provide wood edge blocking. Edge blocking added. See Section A/S-3 Juan A. Palacio, Architect RA 0016351 Project: Residence Repairs and Alterations 13 NW 108 Street North Miami, FL Process* RCI 5-1928 ANSWER TO THE BUILDING DEPARMENT COMMENT 1-Provide soil statement compliance with section 1083, provision of the FBC 5t' Edition (2014)Code The works repairs for the above existing residence do not require the provision of new Foundation and no concrete slab on ground to be performed.Therefore soil statement shall not be necessary. 2- Provide 2 copies of Special Inspector form, fully executed for A) Reinforced masonry per section 2122.4 of FBC 5t' Edition (2014)Code See enclosed B) Miami Dade County Administrative Code, Article II, Section 8-22 1) Soil compaction Refer to the answer to the comment 1 above. 4 ... STRUCTURAL CALCULATIONS ■am ri2L- t _ 1�2 Jul S 0 2015 B FOR Residence Repairs and Alterations AT 13 NW 108th St North Miami, FL ... . . . . . .. .. . . . . ... . JU 2 2 2015 • ®y Chau j Ijahh PE#68215 .' Srrrudbral�rlgineer "6720 AW 174th TER-Hialeah,FL 33015-Ph:(786)547-7921 - Fax:(305)884-1475 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. INDEX - Design Criteria .............................................................................................. 01 - Wind Load .................................................................................................... 02-05 - 2X8 Wd. Joist for Deck ................................................................................ 06 - 4x6 Wd. Rafter ............................................................................................. 07 - Wood Ledger Calculation .............................................................................. 08 - 4x4 Wood Beam Design ................................................................................ 09 - Wall Design .................................................................................................. 10-13 APPENDIX A - Calculations Output ....................................................................................... 01-03 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . JUL 2 15 .. . . . . . . . . . ... . . ... ... . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 1 DESIGN CRITERIA CALCULATIONS AND DESIGN OF THE STRUCTURE AS PER ACI318-11 ASCE7-10 &F.B.0 2010. WIND LOAD: Enclosed Structure Building Category II Exposure Category C Velocity 175 mph kd=0.85 DESIGN LOAD Wood Roof DL=25 psf LL=30 psf Wood floor DL=20 psf LL=40 psf .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . .. . . . . . . . . . .. . . . . . JUL 2 Wib ... . . ... ... . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 1 MECAWind Version 2 . 1 . 1 . 4 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaenterprises.com Date 7/13/2015 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: F:\2015STRUCT\J PALACIO\13 NW 108 ST, NORTH MIA\WIND.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3 : 12 Slope of Roof(Theta) = 14.04 Deg Ht: Mean Roof Ht = 13.03 ft Type of Roof = Hipped RHt: Ridge Ht = 15.06 ft Eht: Eave Height = 11.00 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area = 1775.00 ft^ 2 Bldg Length Along Ridge = 49.50 ft Bldg Width Across Ridge= 28.50 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc* (33/Zm) ^0.167 = 0.23 Lzm: 1* (Zm/33) ^Epsilon = 427.06 ft Q: (1/ (1+0.63* ( (B+Ht) /Lzm) ^0.63) ) ^0.5 = 0.93 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q) / (1+1.7*3.4*lzm) ) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Systems .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. •:. 0. .00 .0. . 000 .. . . . . 0. . . . . &UL 2 015 ... :0 000 ... ... 000 . •• •• . • . •• •• ... . . . ... . . 03) eta ..,, . T h L z B B Kh: 2.01* (Ht/Zg) ^ (2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256* (V) ^2*I*Kh*Kht*Kd = 33.94 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 1775.00 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 49.5 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -20.53 -8.32 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 15.06 0.85 1.00 33.97 16.99 29.21 37.53 Note: 1) Total = Leeward GCPi + Windward GCPi Roof Location Cp +GCpi(psf) -GCpi(psf) ----------------------- ------- ---------- ---------- Windward - Min Cp -0.70 -26.30 -14.09 Windward - Max Cp -0.16 -10.73 1.49 'f4ela4d„Perp; t: gStige -0.49 -20.25 -8.03 • gJej)?zjnct Thbp• (Windward) -0.70 -20.20 -20.20 �• Ovevhang liop:•(Ceeward) -0.49 -14.14 -14.14 •overhang '(Wind%qa'rd only) 0.80 23.08 23.08 .MWfAS-Wall Pressures For Wind Normal to 28.5 ft wall (Along Ridge) . . . . . . . . . . . . . •• . • • .la].1 • • • . e Cp Pressure Pressur •.: :� �•. :•• :.• ••� +G--i (psf) GCpi (psf) U L0015 --------------- ------ -- ------- --------- Leeward Wall -0.35 -16.28 -4.06 (IV Side Walls -0.70 -26.30 -14.09 Wall Elev Rz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 15.06 0.85 1.00 33.97 16.99 29.21 33.27 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 6.5 ft -0.90 -32.07 -19.86 6.5 ft to 13.0 ft -0.90 -32.07 -19.86 13.0 ft to 26.1 ft -0.50 -20.53 -8.32 26.1 ft to 49.5 ft -0.30 -14.76 -2.55 • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • •• • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• (°,5) MECAWind Version 2 . 1 . 1 . 4 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaenterprises.com Date 7/18/2015 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: F:\2015STRUCT\J PALACIO\13 NW 108 ST, NORTH MIA\WIND.wnd a 2X22 2 ' Roof not sl�o«n 22 51 ' a 3; '5 5, «'atls Hip Roof 7 <0<=27 a 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" = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- RAFTER 2.00 13.00 56.3 1 0.35 -0.82 17.98 -34.11 RAFTER 2.00 13.00 56.3 2 0.35 -1.32 17.98 -51.07 RAFTER 2.00 13.00 56.3 3 0.35 -1.32 17.98 -51.07 WALL 1.00 11.00 40.3 4 0.89 -0.99 36.42 -39.82 WALL 1.00 11.00 40.3 5 0.89 -1.19 36.42 -46.37 W-1 4.00 4.00 16.0 4 0.96 -1.06 38.83 -42.22 W-2 4.00 9.00 36.0 4 0.90 -1.00 36.72 -40.11 W-3 2.00 3.00 6.0 4 1.00 -1.10 40.05 -43.45 W-4, W-7 4.00 4.50 18.0 4 0.95 -1.05 38.52 -41.92 W-5 3.00 6.00 18.0 4 0.95 -1.05 38.52 -41.92 W-6 3.00 6.00 18.0 4 0.95 -1.05 38.52 -41.92 W-8 5.00 3.00 15.0 5 0.97 -1.34 39.00 -51.52 W-9 5.00 6.00 30.0 4 0.92 -1.02 37.19 -40.59 W-10 5.00 6.00 30.0 4 0.92 -1.02 37.19 -40.59 W-11 3.00 3.00 9.0 4 1.00 -1.10 40.05 -43.45 Well•• • • • • • •• 2.00 3.00 6.0 4 1.00 -1.10 40.05 -43.45 N-13 : '•; ; ; ; ; ; 3.00 3.00 9.0 4 1.00 -1.10 40.05 -43.45 9;140; ; ; ; ; ;•; •� 4.00 4.00 16.0 4 0.96 -1.06 38.83 -42.22 "-02•0 •• • • • •• 6.60 3.00 19.8 4 0.95 -1.05 38.27 -41.67 D-02 6.60 3.00 19.8 4 0.95 -1.05 38.27 -41.67 D-03 6.60 3.00 19.8 5 0.95 -1.30 38.27 -50.07 •• • • • • • • • • • ...Khcc:Comp. C1acf.* ;Able 6-3 Case 1 = 0.85 Qhcc: .00256*VA 2*Khcc*Kht*Kd = 33.94 psf .•. . . . . .•. . . • •• •• • • • •• •• ••• • • • ••• • • CHAD L MANN PE 68215 Project: dFruefurd Engbreer Job#: �- Sheet#: --�-- 6720 NW 174th St Hialeah,FL 33015 Calculated by: Data: Ph:(786)547-7921 Checked by: Date: idT- c-C, 33l til X3.8? ►moo"VL } - -- - el �v log-, 4- 'C 0'�/s s22 a16 .• ••. . . • . . •• Y • .. . . . . . .. ... .. . . . .. ••. 4,00 • . . . . . . .. . . . . . . . . . •• . . . . ... . .• ... ... . 0:0•• • • • • Y•• • • .:. :• ':0.20 NU 118th•YER Hialeah,FL 33015 Ph 786 547 7921 email:chuemahnobellsouth.net CHAD L MANH PE 68215 Project: 13 C1 oW Engineer Job#: Sheet#: -(02) wmmOB6720 NW 174th St CalculatedDate• Hialeah,FL 33015 �' Ph:(786)547-7921 Checked by: Date: Fv=- t�� Pry lit. _i , w V V 57 I j / ,P., ® ,�. v i, v psi .. ... . . . . . .. . .. . . . . ... . . . 0.0. .. ... .. . . . .. . ... . . . . . . . . . . .. . . . . . . . . . .. . . . . . . ... . . ... ... . ... . . . . ... . . . . . . . . . . . . •:67M 1441 tVth4RR4aiatih.FL 33015 Ph 786 547 7921 email:chuemahn(�b Ilsouthmet CHAD L MA NH PE 68215 Project— wk etttrat Engineer Job#: Sheet#: 720 NW 174th St Calculated by: Date: Hialeah,FL 33015 Ph:(786)547-7921 Checked by: Date: CAD /,J V, C. t t S02— 2>L� (!�JO p 4z Yrs � I f ��-•t l�zf . Fo r .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . .. . . . . . . . . . ... . . ... ... . OV . . . ... . . . . . . . . _ . . . . 1 Toth TfR 11tale4h,FL 33015 Ph 786 547 7921 email:chuemalm@bellsauth tiet M—ffV U L MA NH PE68215 Project: crural Engineer Job#: Sheet#: ©� 6720 NW 174th St Calculated by: Data: Hialeah,FL 33015 Ph:(786)547-7921 Chocked by: Date: ry 3800 44 f"--- - 'x 9, /416 A- Psi, .�/Jao �.Ci �. t44 �n3 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. .• . . . . ... ... . . . .. . . . . . . . . . ... . . ... ... . ... . . . . ... . . �5?, IViW�t�hltll � fhajah.FL 33015 Ph 786 547 7921 email:chuanahn(a bellsouthmet 2 CHAU L M4NH PE 68215 Project aural Engineer .lob#: - 6720 NW 174th St Calculated by: Date' Hialeah,FL 33015 Ph:(786)547-7921 Checked by: Date: (p r �v�,� � esz� n t �• ATM oc f t t S -0-s- 3 t r ®A PJ F Fc, `- 9c� .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . .. . . . . . . . . . ... . . ... ... . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Project: ) Number: Date: July 13, 2015 T: By: F: Sheet of CMD97.07.06 Filename: wall design.dat Reinforced Concrete Masonry Wall per 1998 ACI 530 Section 2.3 -Working Stress Design - Input: Wall Geometry: 11.00' high, 8" nominal thickness CMU wall 7.625 in. Cells Grouted at 32"o.c. h' = 132 in r=2.592 in h"/r= 50.93 Wall Material Properties: f'm = 1,500 psi fy = 60,000 psi 11 ft #5 @ 32 inches on center Em = 1,350 ksi at 3.815 inches from the loaded face Es = 29,000 ksi n = 21.48 Applied Loads: P M Wall Weight lbs Ib-in psf Dead Load 0 0 50 Floor Live Load 0 0 Roof Live Load 0 0 Support Condition:Pinned Top and Bottom Snow Load 0 0 Wall section Lateral Loading: # Load Load Load Start Load End Condition Type Location Value Location Value E,W,H1 P,T,M2 ft Ib,psf,lb-in ft psf 1 W T 1.5 46 11.0 46 Seismic Design Category: A Output: Allowable Stresses: R= 1 -(h"/140r)2 = 0.87 For Load Combinations without wind or seismic loads: Fv= 1.0*4f�-m— (<50 psi) = 38.73 psi Fa= 0.25*f'm[1 -(h'/140r)2] = 325.4 psi Fb= 0.33*f'm (<2000 psi) = 495.0 psi Fs= 0.5*fy(<24000 psi) = 24,000 psi For Load Combinations with wind or seismic loads: F„= 1.33[1.0*4f"m (<50 psi)] = 51.64 psi Fa= 1.33[0.25*f"m[1 -(h'/140r)2]] = 433.8 psi Fb= 1.33[0.33*f'm (<2000 psi)] = 660.0 psi Fs= 1.33[0.5*fy(<24000 psi)] = 32,000 psi .. ••• . . . . . •• •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • •• • • • • • • • • • ••• • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 1. E=Earthquake Force,W=Wind Force,H=Soil Pressure Load 2. P=Point Load,T=Trapazoidal or Uniform Load,M=Concentrated Moment Project: Number: Date: July 13, 2015 T: By. F: Sheet of CMD97.07.06 Filename: wall design.dat Reinforced Concrete Masonry Wall per 1998 ACI 530 Section 2.3 -Working Stress Design - Wall Design Calculations -Positive Moment: Governing Load Combination: D +W Calculated Load Combinations and Stresses: P = D +W= 720 lbs/grout space M = D +W= 1,803 Ib-ft/grout space K= M/bdZ = 46.44 psi fa = P/Ae= 6 psi f a/Fa= 0.018 F'b = (1.33-f a/Fb) = 654 psi b = 32.000 in. b' = 8.310 in. d = 3.815 in. k= 0.228 j = 0.924 2/jk' = 9.485 p = 0.0016 kd = 0.871 in.< Face Shell Thickness = 1.25 fv=V/(b"jd) = 22.80 psi < Fv= 51.6 psi OK A =2*M/(bjkd2) = 441 psi fs= M/(Asjd) = 32,000 psi - Includes 1/3 stress increase As req. = 0.0719 int/ft Interaction Stress Ratio = 0.902 =fa/Fa +fb/Fb< 1.33-OK Wall Design Calculations -Negative Moment: Governing Load Combination: D Calculated Load Combinations and Stresses: P = D = 0 lbs/grout space M = D = 0 Ib-ft/grout space K= M/bdZ= 0.00 psi fa = P/Ae= 0 psi f a/Fa= 0.000 F'b= 0.00-f a/Fb) = 495 psi b = 32.000 in. b" = 8.310 in. d = 3.810 in. k= 0.000 j = 1.000 2/jk' = NA P = 0.0000 kd = 0.000 in.< Face Shell Thickness = 1.25 fv=V/(b"t) = 0.00 psi <Fv= 38.7 psi OK A = 2*M/(bjkd2) = 0 psi fs= M/(Nd) = 24,000 psi As req. = 0.0000 inZ/ft Interaction Stress Ratio = 0.000 = fa/Fa+fb/Fb< 1.00-OK .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . .. . . . . . . . . . ... . . ... ... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Project: Cl�) Number: Date: July 13, 2015 T: By: F: Sheet of CMD97.07.06 Filename: wall design.dat Reinforced Concrete Masonry Wall per 1998 ACI 530 Section 2.3 -Working Stress Design - Alternate Bar Selections: Vertical Reinforcing Steel centered @ 3.8 in. from the loaded face of the wall. #4 @ 32"o.c., As= 0.08 inz/ft #8 @ 128"o.c., As= 0.07 int/ft #5 @ 32"o.c., As= 0.12 inz/ft #9 @ 160"o.c., As= 0.08 int/ft #6 @ 64"o.c., AS= 0.08 inz/ft #10 @ 192"o.c., As=0.08 inz/ft #7 @ 96"o.c., AS= 0.08 inz/ft #11 @ 256"o.c., As=0.07 inz/ft Minimum Horizontal Wall Reinforcing #4 @ 128 in o.c., As=0.02 inz/ft #8 @ 128 in o.c., As=0.07 inz/ft #5 @ 128 in o.c., AS= 0.03 inz/ft #9 @ 128 in o.c., AS= 0.09 inz/ft #6 @ 128 in o.c., As= 0.04 inz/ft #10 @ 128 in o.c., As=0.12 inz/ft #7 @ 128 in o.c., As=0.06 inz/ft #11 @ 128 in o.c., As=0.15 inz/ft For Input Positive Moment Reinforcement: -#5 @ 32"o.c., As=0.12 inz/ft, at d = 3.815 in Governing Load Combination: D +W Calculated Load Combinations and Stresses: P = D +W=720 lbs/bar space M = D +W= 1,803 Ib-ft/bar space K= M/bdz = 46.44 psi k= 0.280 j = 0.907 p = 0.0025 f a = P/Ae = 6 psi < Fa =434 psi OK fv=V/(b'jd) = 23.24 psi < F„= 38.7 psi OK fb =2*M/(bjkd2) = 366 psi < Fb =660 psi OK f s= M/(Asjd) = 20,174 psi <Fs= 32,000 psi OK Interaction Stress Ratio = O'75 = fa/Fa +fb/Fb< 1.33-OK For Input Negative Moment Reinforcement:#5 @ 32"o.c., As=0.12 inz/ft, at d =3.810 in Governing Load Combination: D Calculated Load Combinations and Stresses: P = D =0 lbs/bar space M= D = 0 Ib-ft/bar space K= M/bdz = 0.00 psi k= 0.280 j = 0.907 p = 0.0025 fa = P/Ae = 0psi <Fa = 325 psi OK fv=V/(b't) = 10.54 psi :5 Fv= 38.7 psi OK fb =2*M/(bjkd2) = 0 psi < Fb=495 psi OK fs=M/(Asjd) = 0 psi :5 Fs=24,000 psi OK Interaction Stress Ratio = 0.000 =fa/Fa +fb/Fb< 1.00-OK .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . .. . . . . . . . . . ... . . ... ... . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . APPENDIX A .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . .. . . . . . . . . . ... . . ... ... . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 1 Title: Job# Dsgnr: Date: 2:02PM, 20 JUL 02 Description: Scope: Rev. 580001 p Page 1 User &KW-0605664,Ver 5.8.0,1-Dec-2003 Timber Beam Joist (c)1983-2003 ENERCALC Engineering Software calc.emCalculations Description 2X8 JOIST Timber Member Information Code Ref:2001 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined. i Timber Section W Beam Width in 1.500 Beam Depth in 7.250 Le:Unbraced Length ft 3.50 Tlmber Grade Southern Pine, No.2 2-4 Thick, Fb-Basic Allow psi 1,200.0 Fv-Basic Allow psi 175.0 Elastic Modulus ksi 1,600.0 Load Duration Factor 1.000 Member Type Manuf/Pine Repetitive Status Repetitive Center Span Data Span ft 10.75 Dead Load #/ft 27.00 Live Load #/ft 53.00 Results Ratio= 0.9016 Mmax @ Center in-k 13.87 @ X= ft 5.37 fb:Actual psi 1,055.3 Fb:Allowable psi 1,170.5 Bending OK fv:Actual psi 52.7 Fv:Allowable psi 175.0 Shear OK Reactions @ Left End DL lbs 145.12 LL lbs 284.87 Max.DL+LL lbs 430.00 @ Right End DL lbs 145.12 LL lbs 284.87 Max.DL+LL lbs 430.00 Deflections Ratio OK Center DL Defl in -0.106 L/Defl Ratio 1,211.9 Center LL Defl in -0.209 L/Defl Ratio 617.4 Center Total Defl in -0.315 Location ft 5.375 L/Defl Ratio 409.0 • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • •• • • • • • • • • • ••• • • ••• ••• • ... . . . . ... . JUL2 i ••• . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Title: Job# roll Dsgnr: Date: 2:02PM, 20 JUL 02 Description Scope Rev: 580001 p User.KW-0605664,Ver 5.8.0,1-Dec-2003 Timber Beam & Joist Page 1 (c)1983-2003 ENERCALC Engineering Software cak:.ecw:Calculations Description 2X8 JOIST Timber Member Information Code Ref:2001 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined. I Timber Section 2x6 Beam Width in 1.500 Beam Depth in 7.250 Le:Unbraced Length ft 3.50 Timber Grade Southern Pine, 0.2 2-4 Thick, Fb-Basic Allow psi 1,200.0 Fv-Basic Allow psi 175.0 Elastic Modulus ksi 1,600.0 Load Duration Factor 1.000 Member Type Manuf/Pine Repetitive Status Repetitive Center Span Data Span It 10.75 Dead Load #/ft 27.00 Live Load #/ft 53.00 Results Ratio= 0.9016 Mmax @ Center in-k 13.87 @ X= ft 5.37 fb:Actual psi 1,055.3 Fb:Allowable psi 1,170.5 Bending OK fv:Actual psi 52.7 Fv:Allowable psi 175.0 Shear OK Reactions @ Left End DL lbs 145.12 LL lbs 284.87 Max.DL+LL lbs 430.00 @ Right End DL lbs 145.12 LL lbs 284.87 Max.DL+LL lbs 430.00 Deflections Ratio OK Center DL Defl in -0.106 L/Defl Ratio 1,211.9 Center LL Defl in -0.209 L/Defl Ratio 617.4 Center Total Defl in -0.315 Location it 5.375 L/Defl Ratio 409.0 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• • • • • • • • • • ••• • • ••• ••• • ... . JUL 2 ��is . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Title: Job# (°3) Dsgnr: Date: 2:03PM, 20 JUL 02 Description Scope Rev: 580001 User:Kw-0605684,ver 5.8.0,1-Dec-2003 Timber Beam & Joist Page 1 (c)1983-2003 ENERCALC Engineering Software calc.em:Cak:ulations Description 4x4 BM Timber Member Information Code Ref:2001 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined. i Timber Section 4X4 Beam Width in 3.500 Beam Depth in 3.500 Le:Unbraced Length ft 13.00 Timber Grade Southern Pine, 0.2 2-4 Thick, Fb-Basic Allow psi 1,500.0 Fv-Basic Allow psi 175.0 Elastic Modulus ksi 1,600.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status No Center Span Data Span It 13.00 Dead Load #/ft 15.00 Live Load #/ft Results Ratio= 0.3548 Mmax @ Center in-k 3.80 @ X= ft 6.50 fb:Actual psi 532.1 Fb:Allowable psi 1,500.0 Bending OK fv:Actual psi 11.5 Fv:Allowable psi 175.0 Shear OK Reactions @ Left End DL lbs 97.50 LL lbs 0.00 Max.DL+LL lbs 97.50 @ Right End DL lbs 97.50 LL lbs 0.00 Max.DL+LL lbs 97.50 Deflections Ratio OK Center DL Defl in -0.482 L/Defl Ratio 323.8 Center LL Dell in 0.000 UDefl Ratio 0.0 Center Total Dell in -0.482 Location ft 6.500 UDefl Ratio 323.8 •• ••• • • • • • •• •• ••• •• • • • •• • • • • • • • • • • •• • • • • • • • • • ••• • • ••• ••• • JUL V2 2015 . . . . • • . . . . ... . . . ... . . FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 15026-13 NW 108 Street Builder Name: Street: 13 NW 108 STREET Permit Office: City,State,Zip: NORHT MIAMI, FL,33188- Permit Number: Owner: READ HOLDING 3850 BIRD ROAD MIAMI FL 33146 Jurisdiction: 231000 Design Location: FL,Miami 1. New construction or existing Existing(Projecte 9. Wall Types(1974.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 1974.00 ft2 b.N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1600.0 sqft.) Insulation Area a. Under Attic(Vented) R=19.0 1600.00 ft2 6. Conditioned floor area above grade(ft2) 1600 b. N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(408.0 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:Zonel 6 100 a. U-Factor: Sgl,U=0.93 408.00 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 41.5 SEER:16.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Strip Heat 34.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 1.953 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems 8. Floor Types (1600.0 sqft.) Insulation Area a. Natural Gas Tankless Cap: 1 gallons EF: 1.000 a.Crawlspace R=0.0 1410.00 ft2 b. Conservation features b.Slab-On-Grade Edge Insulation = 0.0 190.00 ft2 None c.N/A = ft2 15.Credits Pstat Glass/Floor Area: 0.255 TJaltandard Proposed Modified Loads: 47.98 PASS T Reference Loads: 62.41 1 hereby certify that the plans an spe s covered by Review of the plans and �R,04E ST,4 this calculation are in com lian rida Energy specifications covered by this Code. 2015 calculation indicates compliancerr„'`' DATE with the Florida Energy Code. PREPARED BY: ERARD081XT FEA@2' Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. "c - with the Florida Energy Code. �Obµr4;"t�� OWNER/AGENT: BUILDING OFFICIAL: •• . . . . . .. DATE: DATE: 0.. • .. ... .. . . . .. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist ... . . . . . . . . . . ... . . ... ... . 7/23/2015 6:44 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Some••••• 0 0 : :.•.iage 1 of 6 1 , PROJECT Title: 15026-13 NW 108 Street Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1600 Lot# Owner: READ HOLDING 3850 BIRD Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 13 NW 108 STREET Permit Office: Cross Ventilation: No County: DADE Jurisdiction: 231000 Whole House Fan: No City,State,Zip: NORHT MIAMI , Family Type: Single-family FL, 33188- New/Existing: Existing(Projected) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Ternp �/ 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 Block1 1600 13600 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Zone1 1600 13600 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Crawlspace Zone1 176 ft 0 1410 ft2 0 0.5 0.5 0 2 Slab-On-Grade Edge Insulatio Zone1 44 ft 0 190 ft2 ---- 1 0 0 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V, # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Barrel tile 1733 ft2 334 ft2 Medium 0.88 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 150 1600 ft2 N N CEILING ee eee # Ceiling Type Space R-Value Area 'Flaming rac•• :Twss Type 1 Under Attic(Vented) Zone1 19 1600 ft2 ••• 0.1.1: e eee e e e e • e a e e e e e . e • e e e e e e e ee a e e e • • • e e eee • • eee eee • eee • • • • eee • • • • • eee e • • • • • • • • • • • • • ee ee • • • ee ee 7/23/2015 6:44 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software ' ' ' "' • Page 2 of 6 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 S Exterior Concrete Block-Int Insul Zone1 4.1 13 10 130 ft2 0 0.5 0 2 E Exterior Concrete Block-Int Insul Zone1 4.1 7 8 56 ft2 0 0.5 0 3 S Exterior Concrete Block-Int Insul Zonei 4.1 18 8 144 ft2 0 0.5 0 4 W Exterior Concrete Block-Int Insul Zone1 4.1 4 8 32 ft2 0 0.5 0 5 S Exterior Concrete Block-Int Insul Zonal 4.1 6 8 48 ft2 0 0.5 0 6 W Exterior Concrete Block-Int Insul Zone1 4.1 6 8 48 ft2 0 0.5 0 7 S Exterior Concrete Block-Int Insul Zone1 4.1 15 10 150 ft2 0 0.5 0 8 E Exterior Concrete Block-Int Insul Zone1 4.1 30 10 300 ft2 0 0.5 0 9 N Exterior Concrete Block-Int Insul Zone1 4.1 19 8 152 ft2 0 0.5 0 10 E Exterior Concrete Block-Int Insul Zone1 4.1 5 8 40 f12 0 0.5 0 11 N Exterior Concrete Block-Int Insul Zone1 4.1 18 8 144 ft2 0 0.5 0 12 E Exterior Concrete Block-Int Insul Zone1 4.1 15 8 120 ft2 0 0.5 0 13 N Exterior Concrete Block-Int Insul Zone1 4.1 12 10 120 ft2 0 0.5 0 14 W Exterior Concrete Block-Int Insul Zone1 4.1 49 10 490 ft2 0 0.5 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated Zone1 Metal 0.28 3 7 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Metal Single(Clear) Yes 0.93 0.5 25 ft2 1 ft 6 in 1 ft 0 in None None 2 S 3 Metal Single(Clear) Yes 0.93 0.5 21 ft2 4 ft 0 in 1 ft 0 in None None 3 S 3 Metal Single(Clear) Yes 0.93 0.5 60 ft2 4 ft 0 in 1 ft 0 in None None 4 S 5 Metal Single(Clear) Yes 0.93 0.5 6 ft2 1 ft 6 in 1 ft 0 in None None 5 S 7 Metal Single(Clear) Yes 0.93 0.5 25 ft2 1 ft 6 in 1 ft 0 in None None 6 E 8 Metal Single(Clear) Yes 0.93 0.5 48 ft2 1 ft 6 in 1 ft 0 in None None 7 N 9 Metal Single(Clear) Yes 0.93 0.5 25 ft2 1 ft 6 in 1 ft 0 in None None 8 E 10 Metal Single(Clear) Yes 0.93 0.5 15 ft2 0 ft 4 in 2 ft 0 in None None 9 N 11 Metal Single(Clear) Yes 0.93 0.5 72 ft2 1 ft 6 in 1 ft 0 in None None 10 N 11 Metal Single(Clear) Yes 0.93 0.5 21 ft2 1 ft 6 in 1 ft 0 in None None 11 E 12 Metal Single(Clear) Yes 0.93 0.5 21 ft2 1 ft 6 in 1 ft 0 in None None 12 W 14 Metal Single(Clear) Yes 0.93 0.5 32 ft2 1 ft 6 in 1 ft 0 in None None 13 W 14 Metal Single(Clear) Yes 0.93 0.5 12 ft2 1 ft 6 in 1 ft 0 in None None 14 W 14 Metal Single(Clear) Yes 0.93 0.5 25 ft2 1 ft 6 in 1 ft 0 in None None 7/23/2015 6:44 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software ' ' ' '•• • Page 3 of 6 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 2098.4 115.20 216.65 0.3450 9.2577 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 34 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 41.5 kBtu/hr 1245 cfm 0.74 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.92 1 gal 90 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS ----Supply---- ----Return---- Air Percent HVAC# V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 100 ft2 Attic 50 ft2 Default Leakage Zone1 (Default) (Default)% 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar Apr Ma X]Jun Jul X Au X Se [ Oct [ ]Nov Dec HeatinJan f X�Feb f X�Mar f Apr f MaY 4 ]Jun �Xj Jul Aug 4 i Sep [ Oct [X]Nov f X�Dec Ventin Jan [ Feb X Mar [X A r [ Ma [ ]Jun Jul Au [ Se [X Oct [X]Nov [ Dec • • .. . • • of .. ... .. . . . .. •.• . • • • . . • . • • • • • • • • • • • •• •• • • • •• •• 7/23/2015 6:44 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Softline ' ' • ••• • Page 4 of 6 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 Or 7/23/2015 6:44 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software ' ' ' ••• • Aage 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 13 NW 108 STREET PERMIT#: NORHT MIAMI, FL, 33188- 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& 403.1 At least one thermostat shall be provided for each separate heating and / controls cooling system. Where forced-air furnace is primary system, v programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 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. 403.3.3 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. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. 1 / No make-up air from attics, crawlspaces, garages or outdoors adjacent !� to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP) of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum ef#icianciasper. Tables 503.2.3. Equipment efficiency verification required�Specidl equipment occasion cooling or heating capacity requires separ�te.syFstem-60r: variable capacity system. Electric heat>10kW must be divided into two ' or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. • . .. . . ... ... . ... . . . . ... . . . . . . . . . . . . 7/23/2015 6:44 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant SofNC'i'drts •0 0• 00 •:• :' 04age 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. 13 NW 108 STREET, NORHT MIAMI, FL, 33188- 1. New construction or existing Existing(Projecte 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul, Exterior R=4.1 • 1974.00 ft2 b. N/A R= ft 3. Number of units, if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=19.0 1600.00 ft2 6. Conditioned floor area(ft2) 1600 b.N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Sgl,U=0.93 408.00 ft2 11. Ducts R ft a.Sup:Attic, Ret:Attic,AH:Zone1 6 100 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 41.5 SEER:16.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 34.0 COP:1.00 Area Weighted Average Overhang Depth: 1.953 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems 2 a. Natural Gas Cap: 1 gallons a.Crawlspace R=0.0 1410.00 ft EF:0.92 b. Slab-On-Grade Edge Insulation R=0.0 190.00 ft2 c. N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with t e FI i a Energy Efficiency Code for Building � E5T4r Construction through the above energy s ing tures which will be installed (or exceeded) in this home before final inspection. qvv EPL Display Card will be completed based on installed Code compliant feat es. JAic 2015 Builder Signature: uewFIDOSIXTOPEREZ-G&CERAN Date: FLORIDA REG. . 56754 Address of New Home: PROFESSIONAL.ENGREE" City/FL Zip: *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 E,e"auje•Ho9ine at•(32,V 638-1492 or see the EnergyGauge web site at energygauge.com for information and a%t of l;Crtlfigd Malek�F6r information about the Florida Building Code, Energy Conservation, contact the Florida BuRdi�p:COMm�9ion's••spport staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation!if ** DEFML•lr• .'. ... . . ... ... . EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Residential System Sizing Calculation Summary READ HOLDING 3850 BIRD ROAD MIAMI FL 3314Project Title: 13 NW 108 STREET 15026 - 13 NW 108 Street NORHT MIAMI, FL 33188- 7/23/2015 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 58 r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating load calculation 21949 Btuh Total cooling load calculation 37489 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip Heat) 154.9 34000 Sensible (SHR = 0.74) 96.1 30710 Latent 195.4 10790 Total 110.7 41500 WINTER CALCULATIONS Winter Heating Load for 1600 sqft) D—t.(5%) Load component Load Infi)(13%) Window total 408 sqft 7589 Btuh Wall total 1545 sqft 4611 Btuh %} Windm (35%) M Doors('I Door total 21 sqft 118 Btuh Ceiling total 1600 sqft 1569 Btuh Floor total See detail report 4125 Btuh Infiltration 125 cfm 2752 Btuh Duct loss 1186 Btuh Subtotal 21949 Btuh Ceiliags)7%) Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 21949 Btuh W.Svl%) SUMMER CALCULATIONS Summer Cooling Load for 1600 sqft) Load component Load Window total 408 sqft 15628 Btuh Wall total 1545 sqft 3458 Btuh Door total 21 sqft 95 Btuh LMBM iMe �%} Ceiling total 1600 sqft 2275 Btuh Floor total 2346 Btuh Int Gain(14%) Infiltration 94 cfm 1548 Btuh Internal gain 5420 Btuh Du tsJ4%) wind"s(42%) Duct gain 1049 Btuh Sens.Ventilation 0 cfm 0 Btuh Blower Load 150 Btuh Total sensible gain 31968 Btuh Mfi'(14%) Latent gain(ducts) 521 Btuh •• Latent gain(infiltration) 3700 Btuh Le Floors(6%; • • • i • Latent gain(ventilation) 0 Btuh ••• • watus<5%�• ••i`"I sib • Latent gain(internal/occupants/other) 1300 Btuh }••• • ••• Total latent gain 5521 Btuh TOTAL HEAT GAIN 37489 Btuh .0. ';. 0 • • EnergyGauge®Systems jii)n lt-GAICCW- • • 8th Edition PREPARED BY: FIOROA%G.N0.56754 • M DATE: INEEr~ EnergyGauge®/USRFZB v3.0 • i i• • 000 :• .• • • • •• •• System Sizing Calculations - Winter Residential Load - Room by Room Component Details READ HOLDING 3850 BIRD ROAD MIAMI FL 3314Project Title: 13 NW 108 STREET 15026- 13 NW 108 Street NORHT MIAMI, FL 33188- Building Type: User 7/23/2015 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99%) Component Loads for Room#1:Zonel Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 1, NFRC 0.50(StrrTMetal 0.93 S 25.0 18.6 465 Btuh 2 1, NFRC 0.50(StrrrMetal 0.93 S 21.0 18.6 391 Btuh 3 1, NFRC 0.50(StrrrMetal 0.93 S 60.0 18.6 1116 Btuh 4 1, NFRC 0.50(StrrrMetal 0.93 S 6.0 18.6 112 Btuh 5 1, NFRC 0.50(StrrrMetal 0.93 S 25.0 18.6 465 Btuh 6 1, NFRC 0.50(StrrrMetal 0.93 E 48.0 18.6 893 Btuh 7 1, NFRC 0.50(StrrrMetal 0.93 N 25.0 18.6 465 Btuh 8 1, NFRC 0.50(Strnfoetal 0.93 E 15.0 18.6 279 Btuh 9 1, NFRC 0.50(StrrrMetal 0.93 N 72.0 18.6 1339 Btuh 10 1, NFRC 0.50(Strrrfoetal 0.93 N 21.0 18.6 391 Btuh 11 1, NFRC 0.50(StrrrMetal 0.93 E 21.0 18.6 391 Btuh 12 1, NFRC 0.50(StrrTMetal 0.93 W 32.0 18.6 595 Btuh 13 1, NFRC 0.50(Strrrfoetal 0.93 W 12.0 18.6 223 Btuh 14 1, NFRC 0.50(StrrrMetal 0.93 W 25.0 18.6 465 Btuh Window Total 408.0 s ft 7589 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 105 2.98 313 Btuh 2 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 56 2.98 167 Btuh 3 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 63 2.98 188 Btuh 4 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 32 2.98 96 Btuh 5 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 42 2.98 125 Btuh 6 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 48 2.98 143 Btuh 7 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 125 2.98 373 Btuh 8 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 252 2.98 752 Btuh 9 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 127 2.98 379 Btuh 10 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 25 2.98 75 Btuh 11 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 30 2.98 90 Btuh 12 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 99 2.98 295 Btuh 13 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 120 2.98 358 Btuh 14 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 421 2.98 1257 Btuh Wall Total 1545 s ft 4611 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated - Exterior, m (0.280) 21 59 118 Btub Door Total 21 s ft •• AAA Ceilings Type/Color/Surface Ueff. R-Value Area X HT&V tpad; ; • 1 Vented Attic/L/Tile (0.049) 19.0/0.0 1600 1.0 1569 Btuh Ceilinq Total 1600 s ft 156913tuh Floors Type Ueff. R-Value Size X OTM= fled 1 Stem/Crawlsp(Tile)(v) (0.292) 0.0/0.0 1410.0 sqft '2.2; ;3D66 Stuh 2 Slab On Grade (1.180) 0.0 44.0 ft(perim.)*n.6' IIM6 13h;l ••• Floor Total 1600 s ft 4125 Btuh ... . . . . ... . . EnergyGauge®/USRFZB v3.0 : ; . ; ;'; ; ; Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) READ HOLDING 3850 BIRD ROAD MIAMI FL 3314Froject Title: 13 NW 108 STREET 15026- 13 NW 108 Street NORHT MIAMI, FL 33188- Building Type: User 7/23/2015 Room Envelope Subtotal: 18011 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.55 13600 1.00 125.1 2752 Btuh Duct load Average sealed,Supply(R6.0-Attic),Return(R6.0-Attic) (DLM of 0.057) 1186 Btuh Room#1 Sensible Room Subtotal 21949 Btuh HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 21949 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 21949 Btuh EQUIPMENT ==1 1. Electric Strip Heat 34000 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear'or'Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) " Version 8 •• .•. • . • . • •• •• ••• •• • • • •• • ••• • • • • • • • • • • • • •• • • • • •• • • • • • • • ••• • • • • ••• • • EnergyGauge®/USRFZB v3.0 : ; • ; ;• •• • Wage 2 System Sizing Calculations - Summer Residential Load - Room by Room Component Details READ HOLDING 3850 BIRD ROAD MIAMI FL 3314(Project Title: 13 NW 108 STREET 15026 - 13 NW 108 Street NORHT MIAMI, FL 33188- 7/23/2015 Reference City: Miami, FL Temperature Difference: 15.OF(MJ8 99%) Humidity difference: 58gr. Component Loads for Room#1:Zonel Type" Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.50,0.93 No No S 1.5ft 1.0ft 25.0 25.0 0.0 25 26 620 Btuh 2 1 NFRC 0.50,0.93 No No S 4.Oft 1.0ft 21.0 21.0 0.0 25 26 521 Btuh 3 1 NFRC 0.50,0.93 No No S 4.Oft 1.0ft 60.0 60.0 0.0 25 26 1488 Btuh 4 1 NFRC 0.50,0.93 No No S 1.5ft 1.0ft 6.0 6.0 0.0 25 26 149 Btuh 5 1 NFRC 0.50,0.93 No No S 1.5ft 1.0ft 25.0 25.0 0.0 25 26 620 Btuh 6 1 NFRC 0.50,0.93 No No E 1.5ft 1.0ft 48.0 2.9 45.1 25 63 2898 Btuh 7 1 NFRC 0.50,0.93 No No N 1.5ft 1.0ft 25.0 0.0 25.0 25 25 620 Btuh 8 1 NFRC 0.50,0.93 No No E 0.3ft 2.Oft 15.0 0.0 15.0 25 63 941 Btuh 9 1 NFRC 0.50,0.93 No No N 1.5ft 1.0ft 72.0 0.0 72.0 25 25 1785 Btuh 10 1 NFRC 0.50,0.93 No No N 1.5ft 1.0ft 21.0 0.0 21.0 25 25 521 Btuh 11 1 NFRC 0.50,0.93 No No E 1.5ft 1.0ft 21.0 0.7. 20.3 25 63 1289 Btuh 12 1 NFRC 0.50,0.93 No No W 1.5ft 1.0ft 32.0 2.0 30.0 25 63 1932 Btuh 13 1 NFRC 0.50,0.93 No No W 1.5ft 1.0ft 12.0 0.7 11.3 25 63 725 Btuh 14 1 NFRC 0.50,0.93 No No W 1.5ft 1.0ft 25.0 1.2 23.8 25 63 1521 Btuh Window Total 408 (sqft) 15628 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 105.0 2.2 235 Btuh 2 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 56.0 2.2 125 Btuh 3 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 63.0 2.2 141 Btuh 4 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 32.0 2.2 72 Btuh 5 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 42.0 2.2 94 Btuh 6 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 48.0 2.2 107 Btuh 7 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 125.0 2.2 280 Btuh 8 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 252.0 2.2 564 Btuh 9 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 127.0 2.2 284 Btuh 10 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 25.0 2.2 56 Btuh 11 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 30.0 2.2 67 Btuh 12 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 99.0 2.2 222 Btuh 13 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 120.0 2.2 269 Btuh 14 Concrete Blk,Hollow-Ext 0.15 4.1/0.0 421.0 2.2 942 Btuh Wall Total 1545 (sqft) 3458 Btuh Doors Type Area (sqft) HTM Load 1 Insulated-Exterior 21.0 4.5 94 Btuh Door Total 21 (sqft) 95 Btuh Ceilings Type/Color/Surface LI-Value R-Value Area(sqft) HTM Load 1 Vented Attic/Light/Tile 0.049 19.0/0.0 1600.0 1.42 2275 Btuh Ceiling Total 1600 (sqft) 2275 Btuh Floors Type R-Value Size . TM: .tpa� ••• 1 Stem/Crawlsp(v) 0.0 1410(sqft) 1.7•: •: : Z3,$.$tL% 2 Slab On Grade 0.0 190(ft-perimeter) •••O.G•: •: •.' P ptyq- Floor Total 1600.0 (sqft) 2346 Btuh Zone Envelope.Spbtotel: ?.3801 Btyh goo boo EnergyGauge®/USRFZB v3.0 ; ; ; ;•; ; ; • Wage 1 Manual J Summer Calculations Residential Load - Component Details (continued) READ HOLDING 3850 BIRD ROAD MIAMI FL 3314Froject Title: Climate:FL_MIAMI_INTL_AP 13 NW 108 STREET 15026 - 13 NW 108 Street NORHT MIAMI, FL 33188- 7/23/2015 Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.41 13600 1.00 93.8 1548 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 4500 5420 Btuh Sensible Envelope Load: 30769 Btuh Duct load Average sealed,Supply(R6.0-Attic),Return(RU-Attic) (DGM of 0.034) 1049 Btuh Sensible Zone Load 31818 Btuh .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. ••• . . . • . . . . . . . . .so . • . . ... . . ... ... . . . . ... . . EnergyGauge®/USRFZB v3.0 : ; , ; ;•o • Nge 2 • •• •• • • • :to: Manual J Summer Calculations Residential Load - Component Details (continued) READ HOLDING 3850 BIRD ROAD MIAMI FL 3314Froject Title: Climate:FL_MIAMI_INTL_AP 13 NW 108 STREET 15026 - 13 NW 108 Street NORHT MIAMI, FL 33188- 7/23/2015 011-E=HOUSE=TOTALS Sensible Envelope Load All Zones 30769 Btuh Sensible Duct Load 1049 Btuh Total Sensible Zone Loads 31818 Btuh Sensible ventilation 0 Btuh Blower 150 Btuh Whole House Total sensible gain 31968 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 3700 Btuh Latent ventilation gain 0 Btuh Latent duct gain 521 Btuh Latent occupant gain (4.0 people @ 200 Btuh per person) 800 Btuh Latent other gain 500 Btuh Latent total gain 5521 Btuh TOTAL GAIN 37489 Btuh 1EQUIPMENT 1. Central Unit # 41500 Btuh 'Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device: none(No), Blinds(B), Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen: none(N), Full(F)or Half('/2)) (Ornt-compass orientation) .. .. • lersign 8• • •• • . . . , .. ••• •• . . . •• • . . . .. . • ... . '.• :.. i.• • . ... . . . . ... . . EnergyGauge®/USRFZB v3.0 : ' . ; • Rage 3 • •• •• • • • :0006