Loading...
RC-16-1699 Permit No. RC-6-16-1699 Miami Shores Village Permit Type:Residential Construction 10050 N.E.2nd Avenue NEPer I Work Classification:Alteration Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 �ORtQP` Issue Date: 1/3/2017 Expiration: 07102/2017 Project Address Parcel Number Applicant 1095 NE 95 Street 1132060143630 Miami Shores, FL Block: Lot: JOEL PEREZ PEREZ Owner Information Address Phone Cell JOEL PEREZ PEREZ 1095 NE 95 Street MIAMI SHORES FL 33138- 1095 NE 95 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 5,500.00 EPOCA CORP (305)778-5103 -� Total Sq Feet: 33 Approved: In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Window Door Attachment Type of Construction:NEW FRENCH DOOR AND WOOD Occupancy:Single Family Framing Stories: Exterior: Insulation Front Setback: Rear Setback: Drywall Screw Left Setback: Right Setback: Window and Door Buck Bedrooms: Bathrooms: Fill Cells Columns Plans Submitted:Yes Certificate Status: Review Electrical Certificate Date: Additional Info: Review Electrical Bond Return: Classification:Residential Review Electrical mmmill Review Electrical Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Planning CCF $3.60 Review Planning DBPR FeeInvoice# RC-6-16-60250 Review Plumbing $2 48 06/17/2016 Credit Card $50.00 $501.56 DCA Fee $P.48 Review Mechanical Education Surcharge $1.20 01/03/2017 Check#:9063 $501.56 $0.00 Review Building Permit Fee $165.00 Review Building Plan Review Fee(Engineer) $120.00 Review Building Plan Review Fee(Engineer) $120.00 Review Building Plan Review Fee(Engineer) $120.00 Review Structural Scanning Fee $12.00 Review Structural Technology Fee $4.80 Review Structural Total: $551.56 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermpm9authoriz the above-named contractor to do the work stated. January 03, 2017 Pin ' ed Signat caner Applic nt / Contractor / Agent Date Builg Dep rtM y January 03, 2017 1 t�� - Miami Shores Village CFTVFD 00 Building Department DEC 16 016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 S FBC 20 Ili (:M q,C, BUILDING Master Permit No. P-CA6 — I(: I PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP L' CONTRACTOR DRAWINGS JOB ADDRESS: i o 1p� yie q g-+k 4 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): JoeA f ev � Phone#: LyS 8.5 I - 13 LP Address: S City: tV`��- s S State: Zip: 33 13 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#: �5 $51- ►-z> Address: $-01 1JF \otSi` �k City: /%) JiA2u State: c- zip: 331(vt Qualifier Name: OG%.0%1 �r \c.� Phone#: 3oS �s1- ►oo State Certification or Registration#: ►-S15 5 0'-f Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: 3 5 Type of Work: ❑ Addition ❑ Alteration Q❑�New� ❑. Reepair/R(e�pllace ❑ Demolition Description of Work: Ute`- Specify color of color thru tile: Submittal Fee$ Permit Fee$ 1lU 5 CCF$ CO/CC$ Scanning Fee$ ff' Radon Fee$ 2 •U!1 DBPtR$ Notary$ Technology Fee$ 1. 0 Training/Education Fee$ 1 2© Double Fee$ Structural Reviews$ Z© Bond$ TOTAL FEE NOW DUE$ 5Q I • (Revised02/24/2014) 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 approved and a reinspection fee will be charged. SignCre Signature NERorAGE T CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this I day of De-C, 120 ((p by day of D-c-- 20 lc. by &,C,( Pt fe, who is personally known to who is personally 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: Print: tPav rue Seal: VINCENZOBRUNO Seal: ��`"aY P°B�%, VINCENZO BRUNO a° . ••.,�% * MY COMMISSION#FF 017169 * * MY COMMISSION#FF 017169 EXPIRES:May 19,2017 r EXPIRES:May 19,2017 N��fEpF Ft�P\oP Bonded Thru Budget Nota Services 'qrF� r�oa�O Bonded Thru Budget Notary Services IW APPROVED BY Plans Examiner Zoning L001- Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 BRADLEY, DAVID SCOTT EPOCA CORP 2055 ALAMANDA DRIVE MIAMI FL 33181 Congratulations! With this license you become one of the nearly _ one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbequeDEPARTMENT OF BUSINESS AND restaurants,and they keep Florida's economy strong. 40; PROFESSI'ONAL'REGULATION q" r Every day we work to improve the way we do business in order CGC1519904 -,', ISSUED'' 09/06/2016 to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more CERTIFIED GEN ERAL4CONTRACTOR information about our divisions and the regulations that impact BRADLEY, DAVINSCO;TT you, subscribe to department newsletters and learn more about EPOCA CORP" the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate f" Fairly.We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! Expiration date : AUG 31,2018 X1609060001502 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA. DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD �CGC1519904 5t The GENERAL CONTRACTOR 4 Named below IS CERTIFIED _ Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 BRADLEY,,DAVID SCOTT EPOCA CORP' 800 NE_125'STREET MIAMI ,� FL-33:161 r ISSUED: 09/06/2016 �DISPLAYAS REQUIRED B LY A V iSEQ# L1609060001502 006,487 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT ABILL-DO NOT PAY LBT 7118557 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES EPOCA CORP RENEWAL SEPTEMBER 30, 2017 800 NE 125 ST 7396120 Must be displayed at place of business NORTH MIAMI FL 33161 Pursuant to County Code Chapter BA-Art.9&10 OWNER SEC.TYPE OF BUSINESS EPOCA CORP 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED CGC1519904 BY TAX COLLECTOR Worker(s) 1 $45.00 09/26/2016 CREDITCARD-16-057290 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.goyftaxcollector EPOCA-2 OP ID:SM ACORO" CERTIFICATE OF LIABILITY INSURANCE DATE(M12/16/201M,20,YY) 6 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 WANED,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 CONTNAMEACT David Vaandering MAL Insurance Agency, .1 PHONE 877-304-2323 ac No: 954-040-0320 2855 N.Univers' Dr.Ste.110 ac No Ext Coral Springs,FL 33065 E-MAIL David Vaandering ADDRESS: INSURERS AFFORDING COVERAGE NAIC X INSURER A:Infinity 11738 INSURED EPOCA CORP INSURER B:United Specialty Insurance 800 NE 125TH ST INSURER C:Evanston Insurance Company 35378 NORTH MIAMI,FL 33161 INSURER D: 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDDIYYYY MMIDDIYYYY LIMITS B X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ -1,000,000 CLAIMS-MADE aDAMAGET OCCUR BV01614120 08/28/2016 08/28/2017 O RENTED 50 000 PREMISES occurrence) $ MED EXP(Any one person) $ excluded PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICYrxi PLOT LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY CO a aNdESINGLE LIMIT $ 50,00 A ANY AUTO 09-66086-0825-001 06/13/2016 06/13/2017 BODILY INJURY(Per person) $ ALL OWNEDX SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per acciden PIP $ 10,00 UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 C X EXCESS LWB CLAIMS-MADE MKLV2EUL100399 08/28/2016 08/28/2017AGGREGATE $ 1,000,000 X DED RETENTION$ Excess of $ GL Only WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N PSERTATUTE I I BOOTH- ANY PROPRIETOR/PARTNER/EXECUTIVEEL.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) EL.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached N more space Is required) GENERAL CONTRACTOR SEE ATTACHED SCHEDULE B CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES BUILDING 8 ZONING THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVE MIAMI SHORES,FL 33138 AUTHORIZED REPRESENTATIVE David Vaandering ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD l EPOCH-2 PAGE 2 NOTEPAD INSUREUS NAME EPOCA CORP OP ID:SM Date 12/16/2016 2014 FORD F150 1FTFXlCFBEKD13496 2011 FORD F250 1FT7W2AT2BEA58313 2007 CHEVY EXPRESS G2500 1GCGG29U171204533 2007 FORD F150 1FTPX12V37FB74709 2008 FORD F350 SUPER DUTY 1FTWW32R68EB98037 1999 ISUZU NPR 4KLB4B1RXJ0022911 2003 CHEVY EXPRESS G1500 1GCEGlSX931222001 2000 FORD F350 1FDWF36S7YE93802 ® DATE(MMIDDIYYYY) ACO CERTIFICATE OF LIABILITY INSURANCE 112/16/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(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 CSE CT Kristina Snelling Keyes Coverage InsurancePHONE g54-724-7000 FAX 954-724-7024 5900 Hiatus Road ksnellike escovera Tamarac FL 33321 EMAIL . n 9@ e.com Y 9 INSURERS AFFORDING COVERAGE NAIC 9 INSURERA:Associated Industries Ins.Co. 23140 INSURED 14036 INSURER B: Epoca Corp INSURER C: 800 NE 125th Street North Miami FL 33161 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 1804883199 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. 1TR TYPE OF INSURANCE INSD WVO POLICY NUMBER MMIDDPOLICY EFF MMIDPOLICY EXP LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE r_1 OCCUR DANA E T RENTED PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL$ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑PRO_JECT F—]LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITYI L 1 $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AOBODILY INJURY(Per accident) $ NON-OWNED PROPERTY AMAGE HIRED AUTOS AUTOS Paraccident $ $ UMBRELLA W1B OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION y AWC1069369 9/4/2016 9/4/2017 X PER OTH- AND EMPLOYERS'LUABILTTY Y/N STATUTE ER ANY PROPRIETORIPARTNER/EXECUTIVEE.L.EACH ACCIDENT $1,000,000 OFFICERIMEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) license numbers CGC1519904 and CFC1428595 CERTIFICATE HOLDER CANCELLATION 30 Days Notice/10 Days for Non-Pay SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Building 8r Zoning THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138 A / REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department JUN 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 J \�,� �� Tel:(305)795-2204 Fax:(305)756-8972 BY: �0 d` INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 �'1S BUILDING Master Permit No. 1 — (,c, PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F--]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �yCONTRACTOR DRAWINGS JOB ADDRESS: O%5 NG 61.5 'j7 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: // Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder) 1y5 ✓D O`f V)L"rit Phone#: Address: IC)-15- ^/-F—: ST City: P4 I a Vvv� S��e..S State: Zip: Tenant/Lessee Name: Phone#: Email: ,, 2 CONTRACTOR:Company Name: Ap v v� Phon #: 30✓ 323 105,> Address: 5�� Jr �7 3Z ' ]- City: M I.riwv, State:— Z4p: -3-?71,55 Qualifier Name: '�Ok4 A44 7 Phone#: State Certification or Registration#: 6GC ©2-47 3 59 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State:_Zip: -�7' Value of Work for this Permit:$ 1 ' Square/Linear Footage of Work: 33 z-o, T , Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: / 1N (/`t h L 11A �-00\J- tiVD O 1 C�ea- Specify color of color thru tile: Submittal Fee$ 04 %C2��`� •`�`' Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ _ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 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 approved and a reinspection fee will be charged. Signature 6y-4,AYD D 1 I Ulvi '") Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1.*14" day of 20 1�a by day of 20 by 6.075 0w 0 1 V w�' o is personally known t V�5 5 e =a is personally known 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: DAN NY R ES Print: .�'o`' ` ' Print: AAI • My C mm.Expire Oct 11,2015 «: U...'r Notary pupl Stateof Florida Seal: N Co mission#EE 106714 Seal: My Comm.Ex; Aires Oct 11,2015' Bonded Through National Notary Assn. �fiaf1Commission#EE 106714 P11 '"°"`" Bonded Through National Notary Assn. *************************** **** * ******************************************************** * * ** * ** q ' APPROVED BY Plans Examiner /on Zoning1 A IJ Structural Review Clerk (Revised02/24/2014) KEN LA)WSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION F .T CONSTRUCTION INDUSTRY LICENSING BOARD ^4 The GENERAL CONTRACTOR �: ��' •Tt Named below IS CERTIFIED ` Under the provisions of Chapter 489 FS. Expiration date: AUG 3-1, 2016 t�.l a LI LOPEZ-RECTO, ORESTES L LUKE &SONS CONSTRUCTION INC �•• 5895 SW 32ND ST ' MIAMI FL 33155 ISSUED: 05/2912014 DISPLAY AS REQUIRED BY LAW SEQ# L1405290€702183 ao�as> Local Business Tex Receipt Miami-Dade Coutity,_ State of Florida -THIS tS NOTA BfCI 41110 NOT PAY LBT 5491345 allSINESS NAMEILOCATION RECEIPT NO. EXPIRES LUKE&SONS CONSTRUCTION INC RENEWAL SEPTEMBER 30, 2016 5$95 SW 32 ST 5731121 Mkist be displayed at place of business MIAMI FL 33)55 Pursuant to County Cotte Chaptor 8A' Art.9&10 OWNER SEC_TYPE OF BUSINESS LUKE&SONS CONSTRUCTION INC 196 GENERAL BUILDING CONTRACTOR PAYMENT itECEtva o CGCO27758 By TAX COLLECTOR Worker(s)t(s} 1 $75.00 07/2,3/2015 ECHECK--15--15862 This Local Business Tax Rocoilrt only confirms payment of the local Business Tax, The Receipt is trot a license, permit,or a certification of the holder squalifications.to do business. Holder must comply with any governmental or nongovemnemal reg.ilatary laws and requirameots which apply to the business, The RECEIPT No,abm o must he displayed an all commercial vehicles-Miami-[lade Code See saa276. For morairilorrnation,visit tyw ria rqj a 0_jVj e..h`l sqr JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION *CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW -ONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 1!8!2015 EXPIRATION DATE: 1/5/2017 PERSON: LOPEZ-RECTO ORESTES L SR FEIN: 141918542 BUSINESS NAME AND ADDRESS: LUKE&SONS CONSTRUCTION INC 5895 SW 32 ST MIAMI FL 33155 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F-S,,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S..Certificates of election to be exempt.,apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440,05(13),F-S„Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certilcate, the person named on the notice or certificate no longer meets the rettuiremenis of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECT ION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 2 � MecaWind Pro v2 . 2 . 7 . 0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 8/30/2016 Project No. 15-43 Company Name OLR Designed By Orestes Lopez-Recio Address 5895 SW 32 St Description SLIDING DOOR WIND City Miami Customer Name PEREZ/OLIVIERI State F1 Proj Location MIAMI SHORES File Location: C:\Program Files (x86)\MecaWind\MIAMI S NEW.wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) �y�{ Basic Wind Speed(V) = 175.00 mph f'1 Structural Category = II Exposure Category = e--��+'' [ll Natural Frequency = N/A Flexible Structure = N4 , Importance Factor = 1.00 Kd Directional Factor = 0.RS Alpha = 9.50 Zg = 900: O�t r At = 0.11 Bt = 1. 0 Am = 0.15 Bm = 0. 5 Cc = 0.20 1 = 500. t Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 2.117647 12 Slope of Roof(Theta) = 10.01 Deg h: Mean Roof Ht = 12.00 ft Type of Roof = HIPPED RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 57.00 ft Bldg Width Across Ridge= 68.00 ft Length of Hipped Ridge = 28.50 ft Roof Slope on Hip End = 22.83 Deg Gust Factor Calculations 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 0000 lzm: Cc*(33/Zm)^0.167 = 0.23 • • Lzm: 1*(Zm/33)^Epsilon = 427.06 fl • 0000 0000•• Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.91 00. 0 •• • • • Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 090.00 0.0000 ••••�• • 0• • 00 • • Gust Factor Summary 0. •00.0• Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 •00• • • • • •9•• •• •• 0000• Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi 0.0.0• 0 • 0•i•00 GCPi Internal Pressure Coefficient = +/-Q.18 • • 000.00 •0 •• • 0000•• • Topographic Adjustment S�JJ i•0:0. • •• 0.33*z = 1.0(x! • • • ••••9• Kzt (0.33*z) : Topographic factor at elevation 0.33*z '9A 1.00. �00••• • 0 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 = Y7 ,00•00t� 0.0• :•0••: • • MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 ��O ��� •• • All pressures shown are based upon ASD Design, with a Load Factor o .6 MWFRS Pressures for Wind Normal to 57 ft wall (Normal to Ridge) WALL PRESSURES PER TABLE 27.6-1 *N L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 1.19 h: Height to top of Windward Wall = 9.00 ft a Q ph: Net Pressure at top of wall (windward + leeward) = 37.73 psf p0: Net Pressure at bottom of wall (windward + leeward) = 37.73 psf ps: Side wall pressure acting away from wall = .56 * ph = -21.10 psf pl: Leeward wall pressure acting away from wall = .36 * ph = -13.54 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 24.19 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 24.19 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 12.000 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 10.01 Deg Table 27.6-2 indicates a slope less than 9.46 Deg is flat, but provides no values for Zone 1 and 2 between 9.46 Deg and 14 Deg, so any slope < 14 deg is treated as flat. Zone Load Casel Load Case2 --- psf--- --- psf--- ---- h� c ' 1 .00 .00 2 .00 .00 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of '0' indicates that the zone/load case is not applicable. Normal to Ridge - Base Reactions - Walls+Roof +GCpi Description Press Area Fx Fy Fz Mx My MZ psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Roof (0 to h/2) -36.05 332 .00 -2.08 11.78 345.5 .0 .0 Roof (h/2 to h) -32.18 301 .00 -1.68 9.55 220.8 .0 .0 Roof (h/2 to h) -32.18 25 -0.31 .00 0.75 18.7 -16.8 7.9 Roof (h/2 to h) -32.18 25 0.31 .00 0.75 18.7 16.8 -7.9 Roof (h to 2h) -26.37 511 .00 -2.34 13.26 183.7 .0 .0 Roof (h to 2h) -26.37 101 -1.03 .00 2.45 39.2 -49.6 16.5 Roof (h to 2h) -26.37 101 1.03 .00 2.45 39.2 49.6 -16.5 Roof (>2h) -26.37 332 .00 -1.52 8.62 21.6 .0 .0 Roof (>2h) -26.37 135 -1.38 .00 3.29 16.4 -57.7 6.9 Roof (>2h) -26.37 135 1.38 0.00 3.29 16.4 57.7 -6.9 Roof (>2h) -26.37 1476 .00 6.76 38.33 -570.4 .0 .0 Windward Wall 24.19 513 .00 12.41 .00 55.9 .0 .0 Leeward Wall -13.54 513 .00 6.94 .00 31.2 .0 .0 Side Wall -21.10 612 -12.91 .00 .00 .0 58.1 .0 Side Wall -21.10 612 12.91 .00 .00 .0 -58.1 .0 Roof (0 to h/2) -36.05 8 -0.11 .00 0.27 8.2 -6.5 3.4 Roof (0 to h/2) -36.05 8 0.11 .00 0.27 8.2 6.5 -3.4 Roof (>2h) -26.37 263 -2.69 .00 6.39 -72.4 -122.1 -30.5 Roof (>2h) -26.37 263 2.69 .00 6.39 -72.4 122.1 30.5 ------------------------------------------------------------------------------------- Total .00 6266 -0.00 18.49 107.83 308.4 -0.0 -0.0 Normal to Ridge - Base Reactions - Walls Only +GCpi 0000•. • • 0000 0000•• Description Press Area Fx Fy Fz Mx MY •• 0 MZ •• • 9• psf ft^2 Kip Kip Kip K-ft K-44te09ft • • • • 9K- •• • 0000•• ----------------------------------------------------------------------------•-------- Windward Wall 24.19 513 .00 12.41 .00 55.9 9•�a•0 .0 • �••••� Leeward Wall -13.54 513 .00 6.94 .00 31.2 ••!e•• Q,• • • • Side Wall -21.10 612 -12.91 .00 .00 .0 58019 U•• •• 0000• Side Wall -21.10 612 12.91 .00 .00 .0 -58 j Q • • 09i •• • 0000• Total .00 2250 .00 19.36 .00 87.1 •• .e• .e 0.00.0 • •99099 9 • Normal to Ridge - Base Reactions - Walls+Roof -GCpi 0 • 0 • • ••990• •0090• Description Press Area Fx Fy Fz Mx I*Y 9.9 MZ 0 •0009• psf ft^2 Kip Kip Kip K-ft X-ee *K-ft •00:0• • 0 -------------------------------------------------------------------------------------99 • Windward Wall 24.19 513 .00 12.41 .00 55.9 .0 .0 Leeward Wall -13.54 513 .00 6.94 .00 31.2 .0 .0 Side Wall -21.10 612 -12.91 .00 .00 .0 58.1 .0 Side Wall -21.10 612 12.91 .00 .00 .0 -58.1 .0 ------------------------------------------------------------------------------------- Total .00 2250 .00 19.36 .00 87.1 .0 .0 Normal to Ridge - Base Reactions - Walls Only -GCpi Description Press Area Fx Fy Fz Mx My MZ psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Windward Wall 24.19 513 .00 12.41 .00 55.9 .0 .0 Leeward Wall -13.54 513 .00 6.94 .00 31.2 .0 .0 Side Wall -21.10 612 -12.91 .00 .00 .0 58.1 .0 Side Wall -21.10 612 12.91 .00 .00 .0 -58.1 .0 ------------------------------------------------------------------------------------- Total .00 2250 .00 19.36 .00 87.1 .0 .0 Normal to Ridge - Base Reactions - Walls+Roof MIN Description Press Area* Fx Fy Fz Mx My MZ psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Windward Wall 9.60 612 5.88 .00 .00 .0 -26.4 .0 Roof (0 to h/2) 4.80 77 0.37 .00 .00 .0 -3.6 .0 Roof (h/2 to h) 4.80 59 0.28 .00 .00 .0 -3.1 .0 Roof (h/2 to h) 4.80 0 0.00 .00 .00 .0 -0.0 -0.0 Roof (h/2 to h) 4.80 0 0.00 .00 .00 .0 -0.0 0.0 Roof (h to 2h) 4.80 63 0.30 .00 .00 .0 -3.9 .0 Roof (h to 2h) 4.80 0 0.00 .00 .00 .0 -0.0 -0.0 Roof (h to 2h) 4.80 0 0.00 .00 .00 .0 -0.0 0.0 Roof (>2h) 4.80 0 0.00 .00 .00 .0 -0.0 -0.0 Roof (>2h) 4.80 0 0.00 .00 .00 .0 -0.0 0.0 Roof (0 to h/2) 4.80 0 0.00 .00 .00 .0 -0.0 -0.0 Roof (0 to h/2) 4.80 0 0.00 .00 .00 .0 -0.0 0.0 Roof (>2h) 4.80 5 0.02 .00 .00 .0 -0.4 .0 Roof (>2h) 4.80 204 0.98 .00 .00 .0 -10.8 .0 Roof (>2h) 4.80 0 .00 .00 .00 .0 .0 .0 Roof (>2h) 4.80 0 .00 .00 .00 .0 .0 .0 ------------------------------------------------------------------------------------- Total .00 1020 7.83 .00 .00 .0 -48.1 .0 Notes - Normal to Ridge Note (1) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (2) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (3) Area* = Area of the surface projected onto a vertical plane normal to wind. MWFRS Pressures for Wind Normal to 68 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 0.84 h: Height to top of Windward Wall = 9.00 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 0.0.00 • • •••• 0000•• ROOF PRESSURES PER TABLE 27.6-2 0000 0 •• • •• h: Mean Roof Height = 12.00Q ft 0000 • 0.00•• .. • Lambda: Exposure Adjustment Factor = 1.00 •... Slope: Roof Slope = 10.01 D@(?0000 • • • 0000•• 0000 • • • • Table 27.6-2 indicates a slope less than 9.46 Deg is flat, but provides %Ovpjles 0 0 0 for Zone 1 and 2 between 9.46 Deg and 14 Deg, so any slope < 14 deg is treated as flat.00 •0 •• •• i• • 00.00• 0000• • • 0000••• Zone Load Casel Load Case2 •• •• 0 000000 psf psf 000000 • •• • • • • 0000•• 1 .00 .00 0000•• • 2 .00 .00 • •• • •• 00.0.0• 3 -36.05 .00 •• • 0000 • • 4 -32.18 .00 0 0 0 5 -26.37 .00 Note: A value of '0' indicates that the zone/load case is not applicable. Along Ridge - Base Reactions - Walls+Roof +GCpi Description Press Area Fx Fy Fz Mx My MZ psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Roof (0 to h/2) -36.05 349 -4.89 .00 11.61 .0 -245.9 .0 Roof (h/2 to h) -32.18 163 -2.04 .00 4.84 .0 -68.3 .0 Roof (h/2 to h) -32.18 206 -0.00 -1.15 6.51 139.0 -127.0 -22.4 Roof (h/2 to h) -32.18 206 .00 1.15 6.51 -139.0 -127.0 22.4 Roof (h to 2h) -26.37 112 -0.00 -0.52 2.92 47.5 -44.9 -7.9 Roof (h to 2h) -26.37 112 .00 0.52 2.92 -47.5 -44.9 7.9 Roof (h to 2h) -26.37 337 .00 -1.54 8.74 130.1 -82.0 -14.5 Roof (h to 2h) -26.37 337 .00 1.54 8.74 -130.1 -82.0 14.5 Roof (>2h) -26.37 647 .00 -2.97 16.81 250.2 82.0 14.5 Roof (>2h) -26.37 647 .00 2.97 16.81 -250.2 82.0 -14.5 Windward Wall 23.99 612 14.68 .00 .00 .0 -66.1 .0 Leeward Wall -14.71 612 9.00 .00 .00 .0 -40.5 .0 Side Wall -20.90 513 .00 10.72 .00 48.2 .0 .0 Side Wall -20.90 513 .00 -10.72 .00 -48.2 .0 .0 Roof (0 to h/2) -36.05 44 .00 -0.27 1.55 42.6 -37.9 -6.7 Roof (0 to h/2) -36.05 44 .00 0.27 1.55 -42.6 -37.9 6.7 Roof (h to 2h) -26.37 13 -0.13 .00 0.32 .0 -3.1 .0 Roof (>2h) -26.37 526 5.38 .00 12.78 .0 244.3 .0 Roof (>2h) -26.37 246 .00 -1.13 6.39 132.4 121.4 21.4 Roof (>2h) -26.37 246 .00 1.13 6.39 -132.4 121.4 -21.4 ------------------------------------------------------------------------------------- Total .00 6484 22.00 0.00 115.38 -0.0 -356.4 0.0 Along Ridge - Base Reactions - Walls Only +GCpi Description Press Area Fx Fy Fz Mx My Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Windward Wall 23.99 612 14.68 .00 .00 .0 -66.1 .0 Leeward Wall -14.71 612 9.00 .00 .00 .0 -40.5 .0 Side Wall -20.90 513 .00 10.72 .00 48.2 .0 .0 Side Wall -20.90 513 .00 -10.72 .00 -48.2 .0 .0 ------------------------------------------------------------------------------------- Total .00 2250 23.68 .00 .00 .0 -106.6 .0 Along Ridge - Base Reactions - Walls+Roo£ -GCpi Description Press Area Fx Fy Fz Mx My Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Windward Wall 23.99 612 14.68 .00 .00 .0 -66.1 .0 Leeward Wall -14.71 612 9.00 .00 .00 .0 -40.5 .0 Side Wall -20.90 513 .00 10.72 .00 48.2 .0 .0 Side Wall -20.90 513 .00 -10.72 .00 -48.2 .0 .0 ------------------------------------------------------------------------------------- Total .00 2250 23.68 .00 .00 .0 -106.6 .0 Along Ridge - Base Reactions - Walls Only -GCpi Description Press Area Fx Fy Fz Mx My Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------ • • Windward Wall 23.99 612 14.68 .00 .00 .0 W- •66.Z •4••• 0000•• Leeward Wall -14.71 612 9.00 .00 .00 .0 0-404?5• .0 • Side Wall -20.90 513 .00 10.72 .00 48.2 00.00 .(10.0. •• Side Wall -20.90 513 .00 -10.72 .00 -48.2 0001800 .a• • 0000•• • ------------------------------------------ Total .00 2250 23.68 .00 .00 .0 -'646 0 0000•• •• •• 0000• Along Ridge - Base Reactions - Walls+Roo£ MIN 0000 � • 00.00• • • •�••• • • 0000•• Description Press Area* Fx Fy Fz Mx *6Y •• Mz • 0000•• • psf ft^2 Kip Kip Kip K-ft 4-44-0•• K-ft • • -----------------------------------------------------------------------A---••-*------- • Windward Wall 9.60 612 5.88 .00 .00 .0 •-26.4• :4••i• 0000•• Roof (0 to h/2) 4.80 77 0.37 .00 .00 .0 • -3.6 !0 • • 0000•• Roof (h/2 to h) 4.80 59 0.28 .00 .00 .0 re.1 •496• • • Roof (h/2 to h) 4.80 0 0.00 .00 .00 .0 -0.0 -010 • • Roof (h/2 to h) 4.80 0 0.00 .00 .00 .0 -0.0 0.d* • Roof (h to 2h) 4.80 63 0.30 .00 .00 .0 -3.9 .0 Roof (h to 2h) 4.80 0 0.00 .00 .00 .0 -0.0 -0.0 Roof (h to 2h) 4.80 0 0.00 .00 .00 .0 -0.0 0.0 Roof (>2h) 4.80 0 0.00 .00 .00 .0 -0.0 -0.0 Roof (>2h) 4.80 0 0.00 .00 .00 .0 -0.0 0.0 Roof (0 to h/2) 4.80 0 0.00 .00 .00 .0 -0.0 -0.0 Roof (0 to h/2) 4.80 0 0.00 .00 .00 .0 -0.0 0.0 Roof (>2h) 4.80 5 0.02 .00 .00 .0 -0.4 .0 Roof (>2h) 4.80 204 0.98 .00 .00 .0 -10.8 .0 Roof (>2h) 4.80 0 .00 .00 .00 .0 .0 .0 Roof (>2h) 4.80 0 .00 .00 .00 .0 .0 .0 ------------------------------------------------------------------------------------- Total .00 1020 7.83 .00 .00 .0 -48.1 .0 Notes - Along Ridge Note (1) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (2) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (3) Area* = Area of the surface projected onto a vertical plane normal to wind. Total Base Reaction Summary Description Fx Fy Fz Mx My Mz Kip Kip Kip K-ft K-ft K-ft -------------------------------------------------------------------------------------- Normal to Ridge Walls+Roof +GCpi -0.0 18.5 107.8 308.4 -0.0 -0.0 Normal to Ridge Walls Only +GCpi .0 19.4 .0 87.1 .0 .0 Normal to Ridge Walls+Roof -GCpi .0 19.4 .0 87.1 .0 .0 Normal to Ridge Walls Only -GCpi .0 19.4 .0 87.1 .0 .0 Normal to Ridge walls+Roof MIN 7.8 .0 .0 .0 -48.1 .0 Along Ridge Walls+Roof +GCpi 22.0 0.0 115.4 -0.0 -356.4 0.0 Along Ridge Walls Only +GCpi 23.7 .0 .0 .0 -106.6 .0 Along Ridge Walls+Roof -GCpi 23.7 .0 .0 .0 -106.6 .0 Along Ridge Walls Only -GCpi 23.7 .0 .0 .0 -106.6 .0 Along Ridge Walls+Roof MIN 7.8 .0 .0 .0 -48.1 .0 Notes Applying to MWFRS Reactions: Note (1) Per Fig 27.4-1, Note 9, Use greater of Shear calculated with or without roof. Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (3) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (4) MIN area is the area of the surface onto a vertical plane normal to wind. Note (5) Total Roof Area (incl OH Top) = 4016.31 sq. ft Note (6) LC = Load Case (Some pressures can be zero, ref ASCE 7-10 Ch 27 Pt 2) 0000 • e 0000 0000•• 0000•• •• • 0000•• • 0000•• • • • 0000•• 0000 • • • • 0000 •• •• 0000• 0000•• • • 0000• • • 0000•• •• •• • 0000•• 0000•• • • • • • • • 0000•• • • • •0000• •• • sees • • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • . . ... . . . . ... Mission: ' Rick Scott To protect,promote&it prow the health t�� �y •I • •• • •• �� of all people in Florida through integrated � : • •i i• • i i• R r qty yty ( �•ica . . • . • • Cdosto Philip,MD MPH HAM+ • • • -,tate and Secretary Vision:To be the Healthiest State in tie Nation • ••• • • • • •• • ..• Slo;erWer:l 4 2W ..• Empire 2423 SW 147 Avenue Miami, FL 33185 RE: Modification to a Single Family Residence-No Bedroom Addition Application Document Number: AP1262827 Centrax Permit Number: 13-SM-1719429 1095 NE 95 Street Miami, FL 33138 Lot: 30-31 Block: 81 Subdivision: Miami Shores Sec 2 Dear Applicant, This will acknowledge receipt of a floor plan and site plan on 11/09/2016 for the use of the existing onsite sewage treatment and disposal system located on the above referenced property. Proposed to replace window by a door. No objection letter was issued by C. Icaza on 11/18/16. This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes that the proposed remodeling addition or modification is not adding a bedroom and that it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization is required. Because an inspection or evaluation of the existing septic system was not conducted,the Department cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system from a licensed septic tank contractor or plumber, or a person certified under section 381.0101, Florida Statutes. If you have any questions, please call our office at(305)623-3il Department of Health in Dade County in Dade County- •,Florida TWITTER:HealthyFLA PHONE: (305)623-3500 FACEBOOK:FLDepartmentofHealth YOUTUBE:fIdoh