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RC-18-1702 (2)f r IRC lem, 4/ AJ I ! 1 Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit No.: RC -6-18-1702 Permit IVR Number: 633821 r Permit Type: Building (Residential) U—tflf U Work Classification: Alteration Permit Status: Angroved Issue Date: 10/11/2018 1 Expiration: 03/18/2019 Parcel Number Project 142 NE 103 ST, Miami Shores, FL 33138 1132060131750 <NONE> Contacts FERNANDO YANEZ Owner FERNANDO YANEZ Applicant 142 NE 103 ST, MIAMI SHORES, FL 33138 142 NE 103 ST, MIAMI SHORES, FL 33138 Other: 3055103348 Other: 3055103348 CONSTRUCTION UNLIMITED GROUP Contractor RENE TAZIOLI Business: 3052131878 Description: PROPOSED NEW MASTER BEDROOM NEW Valuation: $ 15,000.00 Inspection Requests: F-7-62-4949BATHROOMANDNEWKITCHEN Total Sq Feet: 530.00 Fees Amount CCF 9.00 DBPR Fee 6.75 DCA Fee 4.50 Education Surcharge 3.00 P&Z Review Fee 35.00 Permit Fee 450.00 Plan Review Fee (Engineer) 90.00 Plan Review Fee (Engineer) 90.00 Scanning Fee 15.00 Technology Fee 12.00 Temporary or Partial C.O. 50.00 Total: 765.25 Building Department Copy Payments Amt Paid Total Fees 765.25 Check # 477 565.25 Credit Card 200.00 Amount Due: 0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, 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. Futhermore, I authorize the above named co to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date October 11, 2018 Page 2 of 4 BUILDING PERMIT APPLICATION Miami Shores Village RECEIVED Building Department JUN 21 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FFBC 201-:k Master Permit No. I LC I S— FNO Sub Permit No. E JtLIILDING ELECTRIC ROOFING REVISION EXTENSION RENEWAL PLUMBING MECHANICAL [:]PUBLICWORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I y a NE 103 St , City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: It -5206-013-1750 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):-Feyyla'-Vda Nmylez. Phone#: N 510 -334$ Address: 14 9, tj C. 103 S -t City: Vt-4-CXyYL . SFLore,5 State: FL Zip: 33 1 38 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Con5ty V C.tion O n (. rnited Grow Phone#: Address: M a6 S-5 i - Ubl7 Or City: Texmce.-caC State: Zip: 33309 Qualifier Name: -9.eyle. TM7,i0I.c.. Phone#: State Certification or Registration #: Tr(t v cda C6Ct51065kertificate of Competency #: TL DESIGNER: Architect/Engineer: -Feer nin t(4-WLU-ne r- PE Phone#: Address: 8'40 5W• '65 Ave. #k 3 City: kfAWIi State: :F7L_Zip: -331 / Value of Work for this Perrh', V 15,000,- Square/Linear Footage of Work: 530 _ Type o'W.- Addition Q Alteration New Repair/Replace 'pemolition Description of Work: 'P•ro 20,5e -,A Ne -%u Ko ei eA be6s00rn en v avLd Nein 1Eute.l e n • a - _. FSpecifyco/or'of color thru,ile: i'(fi tY`GG, Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee $ Structural Reviews $ Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address f City State Zip ' Mortgage Lender's Name (if applicable) Mortgage Lender's Address e , „ • 4 City v 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. AASignatureiL Signature OWNER or AGE I I CONTRACTOR The foregoing instrume t was acknowledged bE day of 0JZ- 20 ri2rwU4 047 J, 7 a'y J&Z ,who is persor me or who has identi: P nla Nt6BU romlelm did t ke an oat . e this by The foregoing instr i day of _ own to IQ .¢ - i as me or who p91 identification v NOTARY BLI Sign was acknowledged before me this by T>/ f /, who is uced Viake an --oath. known to as Seal:Seal' mot ! JOSEMARIAVALENTIN tiPRY puela JOSE MARIA VALENTIN v .. MY COWISSION # FF 951082 . e• m. MY COMMISSION # FF 951062a EXPIRES: April 2.2020 Ni b` EXPIRES Apri12,2020 TFOFF Q 8&)derThruBudietNotarySer4m N APPROVED BY/ Plans Examiner Zoning k, Revised02/24/2014) ., o - Structural Review Clerk 6/21/2018 Property Search Application - Miami -Dade County OFFICE OF THF PR 0"" PERT APPRAis"' H Summary Report Property Information Folio: 11-3206-013-1750 Property Address: 142 NE 103 ST Miami Shores, FL 33138-2329 Owner FERNANDO J YANEZ ILIANA B LOPEZ Mailing Address 142 NE 103 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,524 Sq.Ft Lot Size 18,475 Sq.Ft Year Built 1938 Assessment Information Benefit Type 2018 2017 2016 Non -Homestead Cap Assessment Reduction $2,073 Year 2018 2017 2016 Land Value 211,570 211,570 211,570 Building Value 106,702 77,990 106,843 XF Value 2,317 0 2,367 Market Value 320,589 289,560 320,780 Assessed Value 318,516 289,5601 320,780 Benefits Information Benefit Type 2018 2017 2016 Non -Homestead Cap Assessment Reduction $2,073 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description I MIAMI SHORES SEC 1 AMD PB 10-70 LOT 9 & E1/2 LOT 10 BLK 13 LOT SIZE 75.000 X 113 OR 12673-2579 1085 1 COC 25040-3828 09 2006 5 Generated On : 6/21/2018 Taxable Value Information Previous OR 2018 2017`, 2016 County Qualification Description Sale Exemption Value 0 0 0 Taxable Value 318,516 289,560 320,780 School Board Qual by exam of deed Exemption Value 0 0 0 Taxable Value 320,589 289,560 320,780 City Exemption Value 0 0 0 Taxable Value 1 318,516 289,560 320,780 Regional lexamination of the deed 06/01/2006 377,500 Exemption Value 0 0 0 Taxable Value 318,5161 289,5601 320,780 Sales Information Previous OR Price Book- Qualification Description Sale Page 03/13/2018 367,500 30906- Qual by exam of deed 2889 07/06/2015 100 29719- Corrective, tax or QCD; min consideration 2220 25040- Sales which are disqualified as a result of 09/01/2006 0 3828 lexamination of the deed 06/01/2006 377,500 24603- Sales which are qualified 0001 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version 3ROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 5 S. Andrews Ave.. Rm, A-100. Ft. Lauderdale. FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2018 THROUGH SEPTEMBER 30, 2019 DBA: Receipt#:180-6633 Business Name: CONSTRUCTION UNLIMITED GROUP INC Business Te; agE.RAL CONTRACTOR tGED;EF r'i Type: CONTRACTnP1 WnerName. RED.- JOSE TAZIOLI BusinessOnened:04/25/2005 Business Location: 2401 NW 53 ST State/County/Cert/Reg:CGC151.o851 TAhiARAC Exemption Code: Business Phone: 954 391-0799 Roorns Seats Employees Machines Professionals i For Vending Business Only Number of Machines: Vending Typo: Tax Amount Transfer Fee i NSF Fee- I Penalty Prior Years . Collection Cost Total Paid 27.001 0,00 0.00 0.00 0.00 1 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements This Business Tax Receipt must be transferred wren the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations Mailing Address: CONSTRUCTION "UNLIMITED GROUP INC Receipt #O1A-17-00009099 2401 NW 53 ST Paid 08/27/2018 27.00 TA14ARAC, FL 33309 2018 -2019 00^IAIA In 1 I-r%f 1A1'r%/ 1 ^r% A I nr sntr•ir-e%e% "V' C CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 1*.- , 10/10/18 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 j REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) 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 US -1 Insurance 3100 W 76th Street I Hialeah, FL 33018 Phone 305 828-7222 INSURED Fax (305) 828-0770 CONSTRUCTION UNLIMITED GROUP, INC. 7725 W 29 Way EDUARDO VALDES uslinsurance3l INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: GRANADA INSURANCE - INSURER B: _ -- Hialeah, FL 33018 (786) 267-1997 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 ADDLSUBR POLICY EFF POLICY EXP LIMITS LT -R __— _ TYPE OF INSURANCE INSR-WVD _— POLICY NUMBER (MM/DD/YYYY) ._(MM/DDIYYYY)..____ --__ GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 I./I COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 100,000.00DAMAGETOR occurrence)_ $ A L I CLAIMS -MADE r OCCUR 0185FL00105017 MED EXP (Any one person) $ 5,000.00 01 /08/2018 01 /08/2019 PERSONAL & ADV INJURY $ 1,000,000,00 Ll GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000.00 _ ROD, POLICY EOT LOC — -- ACOMBINED SINGLE LIMIT AUTOMOBILE LIABILITY — Ea accident $ r I ANY AUTO BODILY INJURY (Per accident i $ — BODILY INJURY Per person) $ ALL OWNED SCHEDULED LA AUTOS AUTOS $ NON -OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE _ $ L EXCESS LIAB CLAIMS -MADE AGGREGATE $ U DED LJ RETENTION$ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N / A Mandatory in NH) Ues, describe under SCRIPTION_OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) LICENSE # CGC1510851 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 N.E. 2ND AVENUE MIAMI SHORES,FLORIDA 33138 ACORD 25 (2010/05) CIF OTH- E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT I $ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESEN TI nn / 1988-2010 ACORD CORPORATION. All rights reserved. ACORD name and logo are registered marks of ACORD construction Unlimited Group, Inc 2401 NW 53th St, Tamarac, F13330: Licensed & Insured CGC 1510851 Date: 10/10!:: County of Dade Before me this day personally appeared Rene Tazioli who, being duly sworn, deposes and says: That I will be the only person working on the project iocace 142 NE 103rd St, Miami Shores Contractor- nature Sworn to and subscribed before me this day of C'/YJ .2018 By 1Z Type Personally know Or produce Identification a Par PSB,,, JOSE MARIA VALENTIN i MY COMMISSION # FF 951082 N c EXPIRES: Apnl 2, 2020 9rFOF F` Banded 11vu Budget Notary Se AM Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner —Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if - 1 . The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: State of Florida County of Miami -Dade The f(sregoing w.44c*givlpgebeforemethis By N i N SEAL: r " MY COMMISSION # FF 9M082 EXPIRES: A$12,2020 rFOF F1.OQ" Sor4sd TYw SAW WWy.SNVION day of personally known til me or has produced Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number INSP-001272-2018 Scheduled Inspection Date: November 01, 2018 Inspector, Naranjo, Ismael Owner: FERNANDO YANEZ Address: 142 NE ins as Miami Shores, FL 33138 Project: Contractor: CONSTRUCTION UNLIMITED GROUP RENE TAZIOLI Building Department Comments PROPOSED NEW MASTER BEDROOM NEW BATHROOM AND NEW KITCHEN Checklist Item Passed Comments General Comments False Passed Failed Correction Needed C Re -inspection ( Fee No Additional Inspections can be scheduled until re -inspection fee is paid, October 31, 2018 Inspector Comments 0 For Inspections please call: 305-762-4949 Permit Number: RC -6-18-1702 Permit Type: Building (Residential) Inspection Type: Framing Work Classification: Alteration Phone Number; 3055103348 Parcel Number: 1132060131750 Phone Number: 3052131878 q0 Page 15 of 37 For this reason, I Fermin A Martinez confirms that the property inspected at 142 Ne 103 Street, Miami Shores, Fl. 33138-2329., comply with the Code FBC 2017, ( 6m Edition). If I Could be of any finther assistance to you, please feel free to contact me. Approved. Engineer's Signature: Fermin A Martinez 1 63 P.E. Date: November 01, 2018 8340 Stiw 65 Avenue, Apt #3 Miami, Florida 33143. cc ST TE OF :44 zJ • LETHER CERTIFICATE November 01, 2018. City Miami Shore Village 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Florida 33138 Building Department Reference Permit- RC18-1702 Re: Infield Inspection for "Framing -Insulation -Drywall." Owner's Name: Fernando J Yanez and Iliana B Lopez. Location of Project: 142 Ne 103 Street, Miami Shores, Fl. 33138-2329. Inspection Conducted by: Fermin A Martinez P.E Engineer. Weather Conditions: Sunny Temperature: 85°F Precipitation: NONE Dear Building officer: As routine matter, in order to avoid possible misunderstanding, nothing in the report attached should be construed directly, or indirectly as a guarantee for any portion of the structure. Future function is not guaranteed in any way. To the best of my ability and knowledge this report represents an accurate appraisal of the present conditions of the building based upon careful evaluation of the observed conditions, to the extent C reasonably possible. Inspection for Framing -Insulation -Drywall.": A-) Partition Wall Dryw=all: (visual inspection). Opened drywall to verify size and spacing of studs. Existing'/," Drywall in both sides with 3 )** Metal Bracing at Mid -Depth and interior Partition 3" Metal Studs at 16" O.C. with 3" metal at top plate w/I 6d nails (a) 4" o.e. and Bottom plate w/16d nails @, 4" o.c. with the Insulation fi-foil vapor shiedl AA2 R=5.1, 125 Sq Ft Single Faced Reflective Roll Insulation ( 24 -in W X 62.5 F1 L). Opened and Verified is ok According to Code FBC 2017. Miami -Dade County Building Department e -Permitting, « Search: Status of Plans Page 1 of 1 r IR tployce 1— Process: M2018016091 Application Date: 07/27/2018 Storage Location: By: Date Picked up: Review Reviewed By Est Comp Date Disp Date Disposition DERM PADRON, JORGE 07/27/2018 1 07/31/2018 A PWIF IDARRAGA, MELINA 07/27/2018 11 08/01/2018 N WASA MARTELL, YVETTE 07/27/2018=r08/06/2018 11 A PAYU 1E FEE COL 07/27/2018 07/27/2018 A HRS OMISCA, ERLANDE 07/31/2018 09/06/2018 A Disposition Legend: A=Approved, D=Disapproved, N=N/A, P=Approved as Noted Note: PAYU relates to payment of up -front fees only. Page: 1 REVIEW STATUS INQUIRY SUCCESSFUL (NO MORE ENTRIES) BLDG Home PaceI BLDG Main Menu I BLDG Permit Menu I BLDG Plans Processing Menu I Inspection Types I Address Format Home I About I Phone Directory I Privacy I Disclaimer E-mail your comments, questions and suggestions to Webmaster This page was last edited on: February 23, 2004 Web Site ® 2004 Miami -Dade County. All rights reserved. http://egvsys.co.miami-dade.fl.us:1608/WWW SERV/ggvt/BNZAW972.DIA?KEY=M201... 9/10/2018 Miami -Dade County Building Department e -Permitting Search: _ L._.^.. ____.. a WMMM Page 1 of 1 Status of Plans Process: M2018016091 Application Date: 07/27/2018 Storage Location: By: Date Picked up: Review Reviewed By Est Comp Date Disp Date11 Disposition DERM PADRON, JORGE 07/27/2018 07/31/2018 F A PWIF IDARRAGA, MELINA 07/27/2018 08/01/2018 N WASA MARTELL, YVETTE 07/27/2018 08/06/2018 A PAYU FEE COL 07/27/2018 07/27/2018 A HRS OMISCA, ERLANDE 07/31/2018 09/06/2018 A Disposition Legend: A=Approved, D=Disapproved, N=N/A, P=Approved as Noted Note: PAYU relates to payment of up -front fees only. Page: 1 REVIEW STATUS INQUIRY SUCCESSFUL (NO MORE ENTRIES) BLDG Home Page I BLDG Main Menu I BLDG Permit Menu I BLDG Plans Processing Menu I Inspection TypesI Address Format Home About Phone Directory I Privacy I Disclaimer J, E-mail your comments, questions and suggestions to Webmaster This page was last edited on: February 23, 2004 Web Site 0 2004 Miami -Dade County. All rights reserved. http://egvsys.co.miami-dade.fl.us:1608/W W WSERV/ggvt/BNZAW972.DIA?KEY=M201... 9/10/2018 M IAM I-DIADE MIAMI -DADS COUNTY QANUN PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Sunshine Windows Manufacturing, Inc. 1745 W. 33' Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Prodilct Control . • • • • Section that this product or material fails to meet the requirements of the applicable building code! • * - " • • This product is approved as described herein, and has been designed to comply with the Florid 41jlding Code, including the High Velocity Hurricane Zone.- 00000. DESCRIPTION: Series "2000" Aluminum Single Hung Window — L.M.I. . • • • • APPROVAL DOCUMENT: Drawing No. SH08-01, titled "Series 2000 Aluminum Single HunXfmpact • Resistant Glass", sheets 1 through 6 of 6, dated 04/02/08, with revision No. 3 dated 09/04/17, prap.a•d by ..;. manufacturer, signed and scaled by Francisco Hernandez, P.E., bearing the Miami -Dade CoiV".Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Warrii-pade County Product Control Section. • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • •00 LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, city, state, • • • series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERDIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-1224.08 and consists of this page l and evidence pages E-1. E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1017.04 MIAMI -DAD, COUNTY %/ Expiration Date: April 24, 2019 v 1, 2017ApprovalDate: December 2 2 f 5 i Page 1 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. 3 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and of no financial interest, dated 12/28/14, signed and sealed by Francisco Hernandez, P.E. 2. Department of State Certification of SUNSHINE WINDOWS MANUFACTURING CORPORATION, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 11/24/14 and filed by the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010 and of no financial interest, dated 03/12/12, signed and sealed by Francisco Hernandez, P.E. Submitted under NOA No.12-0320.07) 4. Laboratory compliance letters for Test Reports No. FTL-5253, dated 10/10/07 and FTL-5252., dated 08/28/07, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda, P.E. Submitted under NOA No. 08-0219.03) 0000 0000' G. OTHERS ' 0000 1. Notice of Acceptance No. 12-0320.07, issued to Sunshine Windows•Rmufachiiing„ Inc. for their Series "2000" Aluminum Single Hung Window - LAI.i.;'Approved on 05/17/12 and expiring on 04/24/18. 00 00 •' :' • 00.60. • 0000. 2. NEW EVIDENCE SUBMITTED • • • • • • A. DRAWINGS • 00. 1. Drawing No. SH08-01, titled "Series 2000 Aluminum Single Hung Appacs Resiso0tant0. Glass", sheets 1 through 6 of 6, dated 04/02/08, with revision No. 3 dated 09/04A :,.:. prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) J Manuel Pere . Product Control Ex er NOA No. 17-1 7.04 Expiration Date: April 24, 2019 Approval Date: December 21, 2017 E-2 0000.. 0000.. 0000.. 0000. 0000. 0000.. 6..66. Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6 t Edition (2017), dated September 10, 2017, signed and sealed by Francisco Hernandez, P.E. 2. Proposal No. 17-0814R issued by the Miami -Dade County Product Control Section, dated 12/08/17, signed by Manuel Perez, P.E. 3. Email from manufacturer requesting a 1 -year extension to allow time to perform verification test, dated 12/15/17, signed by Noel Martinez, Assistant Manager, Sunshine Windows Mfg. Inc. 0000 G. OTHERS • • • • • • •' 0000.. 1. Notice of Acceptance No. 14-1224.08, issued to Sunshine Windows N Q41j f cturine,,•: Inc. for their Series "2000" Aluminum Single Hung Window - L.M.I., apprcwkAon 04/09/15 and expiring on 04/24/18. .... • 0000.: 2. One year approval, subjected to successful verification test. "' • 0000. 000:0 0000 000 0.. 0000.. 0000.. 0000. 0000.. Manuel Perez,, Product Control Exambjider NOA No. 17-1017.04 Expiration Date: April 24, 2019 Approval Date: December 21, 2017 E-3 F- LLT io C z HEAD ANCHORS SEE CHART 4" 16"MAX. I i Al I A2 I" TIPICAL ELEVATION t OVER 1 GENERAL NOTES: R ACE APPLIED) AY BE USED WIND LOAM A.S.D. FACTOR NOTE: THE DESIGN PRESSURES SHOWN ON THESE CHARTS ARE FOR ALLOWABLE STRESS DESIGN. FOR WIND LOADS CALCULATED BASED ON "ULTIMATE WIND SPEED" AS DETERMINED FROM ASCE 7-10 OR IBC 2015 THE VALUES SHQWN ON THE TABLES SHALL BE MULTIPLIED BY O,¢. 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014) AND FBC 6TH EDITION (2017). 2.- SHUTTERS ARE NOT REQUIRED. 3.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 4.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SE(,TION$ ON SHEET 2 THRU 4. 5.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS-. CONCRETE STRENGTH Fc'28 = SOOO PSI MIN. CMU AS PER ASTM C90. CMU MUST BE 8 -INCH THICK, NORMAL WEIGHT BLOCKS WITH A MIN)MUM COMPRESSIVE STRENGTH OF 1.9 KSI. FILLED CMU Fm' = 2000 PSI MIN. 6.- USE NON -SHRINK, NON-METALIC HYDRAULIC. CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. 7.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. 8.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy = 36 K91 MIN. 9.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6. 10.- 1X OR 2X WOOD BUCK$ NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE•FJROQFFQ Y • • ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE VTRUCTURC • • AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR 'TO DOOR INSTALLATION. • • • 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) •• •o 0ASSPECIFIEDINFBCGTHEDITION (2017). • • • • • • • DESIGN PRESSURES CHART - PSF WINDOW DIMENSION ANCHOR SCHEDULE DISIGN PRESSUR&PSP WIDTH HEIGHT PER HEADAMDSELL PER JAMB EXT. INT: 26" 3 3 90.0 90,0 26 1/2" 3 90.0 90:0 37" 4 90.0 90:0 53 1/8'. 6 75.0 75:0 19 1/8" 38 3/8' 3 4 90.0 90:0 26 1/2" 3 90.0 90,0 37" 4 90.0 90:0 53 1/8" 6 75.0 75.0 19 1/8" 50 5/8 3 90.0 90,0 26 1/2" 3 90.0 90:0 s7" 4 90.0 90.0 53 1/8- 6 75.0 75:0 19 1/8" 63" 3 75.0 75:0 26 1/2- 3 75.0 75.0 37" 4 75.0 75,0 53 1/8" 6 75.0 76,0 74 1/4" 3 8 75.0 75:0 3 75.0 15;0 37" 4 75.0 75:0 63 1/a" 6 66.2 66.2 GLASS: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER • • • • • • • • • • • • FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. • • • • • • • LAMINATED BY TECNOGLASS OR SIMILAR. • : • •• • •: PRODUCT REVISED as -plyin8 with th. Flod4u enildin wda 10/T. oAcceptanceNn7- E piralwnDntc uy J I MisnDade Product Cot ao I HERN,q i 1GENSF ..,20 i No. 51393 cr rr r11 1tt1'/ FRANCISCO HERNANDEZ FLORIDA PE # 31393 Mgnufgctu6q, Inc. 1745 W. 33M Ploea 491eoh, Florida 33012 Ph: (N5)364-9952 Fox:(305)826-5118 UZ o d b0 00 m OE OF z8 zEl H N e N I i g o QRAWING No. H08-01 PATE: 04-02-08 SCALE; 1/2"-1" SHEET 1 OF 6 2 1/2" MIN. 1 2 1/2" MIN, 1/4" ULTRACON 1 3/4" MIN, EMBEDMENT INTO CONCRETE i - M ITHROUGH 1 BY WOOD BUCK. d . (FOR MAX, ANCHOR SPACING AND NUMBER OF ANCHbRS REFER TO ELEVATION AND •DESIGN PRESSURES CHART d' ON SHEETS 1 OF 6). TYPICAL FOR HEAD. wV a N ZVI DETAIL Al ATTACHMENT TO CONCRETE DETAIL M ATTACHMENT TO METAL STRI1CTURE DETAIL STEEL OR ALUMINUM 1/8" MIN. THICKNESS) TYPICAL HEAD SECTIONS 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. FOR MAX- ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION -AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR HEAD. DETAIL A2 ATTACHMENT TO *001) BY WQOD BUCK BY OTHERS, UST BE PROPERLY ATTACHED TO 2ANSFER GLAZING SYSTEM LOADS THE STRUCTURE. SHALL Be APPROVED Y BUILDING OFFICIAL PRIOR TO 1NOOW INSTALLATION. 1/4" SMS GR5 THRQUGH METAL. FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO.ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 8. 1, TYPICAL FOR HEAD. MIN. MIAMI–DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) I II DETAIL A4 ATTACHMENT TO MULLION STEEL OR ALUMINUM 1/8" MIN. THICKNESS) V1GENgE.' 4 No. 51393' 000 PRODUCT REV ISFA (V PS c plyra8 with th{ Flo4b- B.Idro8 Code "• • • ' P \ Accepl5ri s Ja 1 -1W `' • , ... 1G yy • • • • • 11 Nita ri d rodoa! • • • • FRANCISCO HERNANDEZ FLORIDA PE If 31393 Mdanufocturing, Inc 1745 W. 33rd Pt - 491.0, Florida 33012 Ph, (305)384-9952 Fae:(308)828-5118 DRAWING No. H08—01 DATE: 04-02-08 SQALE; 1 2"=1" SHEET 2 OF 6 TYPICAL ANCHORS it 1/4" SMS GR5 THROUGH METAL. FOR MAX. ANCHOR SPACING AND NUMBERMIN. OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6. TYPICAL FOR HEAD, DETAIL M ATTACHMENT TO METAL STRI1CTURE DETAIL STEEL OR ALUMINUM 1/8" MIN. THICKNESS) TYPICAL HEAD SECTIONS 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. FOR MAX- ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION -AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR HEAD. DETAIL A2 ATTACHMENT TO *001) BY WQOD BUCK BY OTHERS, UST BE PROPERLY ATTACHED TO 2ANSFER GLAZING SYSTEM LOADS THE STRUCTURE. SHALL Be APPROVED Y BUILDING OFFICIAL PRIOR TO 1NOOW INSTALLATION. 1/4" SMS GR5 THRQUGH METAL. FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO.ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 8. 1, TYPICAL FOR HEAD. MIN. MIAMI–DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) I II DETAIL A4 ATTACHMENT TO MULLION STEEL OR ALUMINUM 1/8" MIN. THICKNESS) V1GENgE.' 4 No. 51393' 000 PRODUCT REV ISFA (V PS c plyra8 with th{ Flo4b- B.Idro8 Code "• • • ' P \ Accepl5ri s Ja 1 -1W `' • , ... 1G yy • • • • • 11 Nita ri d rodoa! • • • • FRANCISCO HERNANDEZ FLORIDA PE If 31393 Mdanufocturing, Inc 1745 W. 33rd Pt - 491.0, Florida 33012 Ph, (305)384-9952 Fae:(308)828-5118 DRAWING No. H08—01 DATE: 04-02-08 SQALE; 1 2"=1" SHEET 2 OF 6 I I I I I I I I I w Lw til E 4— a e• v? nZ .' .Q m _ + 2 1/2" MIN. 2 1/2° MIN. 2 1/2" MIN. 1/4" ULTRACON 1 3/4" MIN. EMBEDMENT INTO CONCRETE FOR MAX. ANCHOR STAGING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURED CHART ON SHEETS 1 OF 6). TYPICAL FOR SILL ONLY. " k'„ ( 3/4" MAX. NON -SHRINK GROUT OR 1" by WOOD BUCK 2 1/2" MIN. 1/4" ULTRACON 1 3/4" MIN. tMBEDMENT INTO CONCRETE THROUGH I' BY WOOD BUCK OR NON -SHRINK NON-METALLIC GROUT FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND D SIGN PRESSURES CHART ON SHEET 1 OF 6), T1 ICA( FOR SILL ONLY. DETAIL C1 DETAIL C2 ATTACHMENT TO PRECAST SILL ATTACHMENT TO CONCRETE 1/4" SMS G05 THROUGH METAL. 1" O FOR FANCHORSNREFER TO NCHOR SPACING ELEVATION NUMBER AND MIN- DESIGN PRESSURES CHART ON SHEETI OF 6). TYPICAL FOR SILL 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL OE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. ELCO WITH 1 1/2" MIN. PENETRATION INTO WOOD. FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6): TYPICAL FOR SILL. DETAIL C3 ATTACHMENT TO WOOD MIAMI-DADE COUN1Y APROVED MULLION. (UNDER SEPARATE APPROVAL) 1/4" SMS GR5 THROUGH METAL FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER YO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF S), TYP)CAL FOR SILL. DETAIL C4 DETAIL C5 ATTACHMENT TO METAL STRUCTURE ATTACHMENT T 2 MULLION STEEL OR ALUMINUM 1/8' MIN. THICKNESS) (STEEL OR ALUM. 1/8" MIN. THICKNESS) Ty'PICAL SLLL SECTIONS 1GENSF'•.. QiO 4:. No. 51383 PRODUCT REVISED asco.plyiB ith its Fhxida D, O 1M' gC • • 17-7 a • 'G T re Date • •i YAL f \ l T11 ' Dade Product C FRANCISCO HERNANDEZ FLORIDA PE # 51393 or Munufocturing, Inc. 174& W 33rd Place IU leylb Florida 33012 Ph: (W)364-9952 Fcz;(N5)828-5118 DRAWING NO. SHQB-01 PATE: 04-02-08 SCALE: 1/2'-l" SHEET 3 OF 6 1/4" MAX. 1/4' MAX. SHIM SPACE t/4" MAX. SHIM SPACE SHIM SPACE 2 BY WOOD BUCK BY. OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS 1/4' SMS GR5 THROUGH METAL. TO THE STRUCTURE. SHALL BE APPROVED FOR MAX. ANCHOR SPACING AND 1 1/2•• 13Y BUI(DING OFFICIAL, PRIOR TO NUMBER OF ANCHORS REFER TO Sunshine WindowsWINPQWINSTALLATION. ELEVATION AND DESIGN PRESSURES MIN. CHART ON SHEET 1 DI 6). MoirivoctnM9, Inc. TYPICAL FOR JAMBS. 1 3/4" 1/4' V1 TRACON BY ELQG WITH 1 1/2" MIN. 1745 W. 33rd Place Hleleoll, Fbdd° 33012 MIN. PENETRATION INTO WOOD. z (FOR MAX. ANCHOR SPACING AND NUMBER z Ph: (405)384-9952 OF ANCHORS REFER TO ELEVATION AND Fcc(Q5)828-5118 DESIQN PRESSURES CHART ON SHEET 1 OF 6). b TYPICAL FOR JAMBS. z_ DETAIL D2 N 1/4" ULTRACON 1 3/4" MIN. EMBEDMENT ATTACHMENT TO WOOD INTO CONCRETE THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT DETAIL D3 V (FOR MAX. ANCHOR SPACIN,Q AND NUMBER OF ANCHORS REFER TO ELEVATION AND ATTACHMENT TO METAL STRUCT VRE a DESIGN PRESSURES CHART QN SHEET 1 OF S). TYPICAL FOR JAMBS. TEEL OR ALUMINUM 1/8' MIN. THICKNESS) U Z H Qx DETAIL WDI ATTACHMENT TO CONCRETE: GLAZING DETAIL O Iii O W 0.090' DUPONT BUTACITE PVp Z ai 1/8" HEAT 1/8' HEAT F STRENGTHENED STRENGTHENEb Ix i a 1/4" SMS GR5 THROUGH METAL. FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER YO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL FOR JAMBS: COUNTY APROVED MULUON. (UNDER SEPARATE APPROVAL) 3/8" GLASS BRE MINIMl1M) w ^ v e 3MIAMI—DADE IIL 00 W Z w i- SILICONE PECORA 805 2 O Z NLJNRtOENFRNti a n a` No. 51393 - 1 DETAIL D4 9 _ ` N n ATTACHMENT TO MULLION as"cmvly ng th the Fle i&CRANING Building Code Ac p1 a•c Nn I 1 r R1 G`, A '.. No. SH08-01 ExDirzYnn asrI • tty • • I kt ilrt•>•`1!' DATE: 04-02-08 Mimn Product`Q• S +( AUTI TYPICAL JAMB SECTIONS FRANCISCO HERNANDEZ SHEET47DIEFLORIDAPEii51393 7 72 15 10 16 Sunshine Windows Mgnufacturing, Inc. 1718 w• JJrtl Plaee Juleoh, Florida 33012 Ph: (,1p5)384-9952 Fpx:(}g6)828-5119 14 3 O 1 SEE DETAILS D1, D2, D3 ANb D4 jgO ON SHEET 4 OF 6) Z SEE DETAILS 1¢ Al, A2, A3 ANDA4 WINDOW WIDTH ON SHEET 2 of 6) HORIZONTAL SECTION c c7 w 12 p4 cn 3/4" x 3/8" STEEL BAR 4 1 15 f,() SOy 9 gO 74 T I 30 z I 12 B 3 3/4" z 3/8" STEEL BAR LATCH OPTION WF N iF Q. OF I 1 54 w Z W i n F a Q^ U o In HERN17 I 00: • • • • G SCOa •' i N c1,10ENSF':9iJi 13 I No. 51393 o N I i SEE DETAILS - 2 Cl, C2, C3, Cl AND CS VERTICAL SECTION i N n DRAWING No. SH08-01 ON SHEET 3 OF 6)PRODUCT RE.VISF13WITHTOPLIQcomplyingwiththeFlorida %\ Bilding Codet.AccepT llETlo t e •?. WDateVERTICALoRATE: 04-02-08 SECTION B 1/2'- t" Product( • FRANCISCO HERNANDEZ SCA LE• BEET 5 OF 6FLORIDAPIE # 31393 MATERIAL LIST TTEhTk I PART# 0.812 2.062 —i 777I— 0.304 11150 2. 125 Vj 1.312" 0— T 0.395_II , I75Li3 0.73D FRAME HEAD FRAME HEAD W-014 GLAZING BEAT SWW-1O1 MEETING RAn- sw-015 6063—T5 6063—T8 6063—T5 3 f 0.937 I-- 1.625 —i 2.127 2.314 0.062 0.05p 2.000I r 0.050 1.875 0.68 L ME&NO RAIL 2.078 -- 2.375 0.812 4-- FRAME SILL 3W-52101 FRAME JAMB SW -011 SASH TOP RAIL SW -617 6063-T5 6063—T5 6063-T5 1.890 6063—T5 7 SW82028 2 SASH CAM 2.750 0.062L1324 0.582 1.000 0,050 1- I 0.1870 I~ 0.7118 2 II 0.810 f 1.000 SW—AS AS RFQ SASH BOTTOM RAIL W-43355 SASH SIDE RAIL SW -0 2 SASH BOTTON RAIL PLASTIC KOCETAL K300 6083—T5 6063j SW -43353 MATERIAL LIST TTEhTk I PART# RRQD, DESCROMON MATERIAL 1 SW -014 1 FRAME HEAD 6063—T5 2 SW52101 1 FRAME SILL 6063—T5 3 SW -011 2 FRAME JAMB 6063—T5 4 SW40111 1 ME&NO RAIL 6083—T5 5 SW -017 1 SASH TOP RAIL 6083—T5 6 SW43355 1 SASH 8O7TOM RAIL 6063—T5 7 SW82028 2 SASH CAM NYLON 6 SW -012 2 SASH SIDE RAIL 063—T5 0 SW—AS AS RFQ ASSEMBLY SCREWS Ij 8%1' PH PHILLIP CRS 10 SW8202A 4/VENT FACE GUIDES NYLON 11 SW43353 VENT LATCH BOTTOM RAIL PLASTIC 12 SW1820 AS RQD SEAL FILE FELT 13 SW3257 AS R(1D WEATHER STRIP BULB VINYL 14 AS RQD SILICONE DC—b99/GE-1200 15 SWW101 AS RQD GLAZING HEAD 6083—T6 16 SW540 2 SPIRAL BALANCE ALUMINUM 17 SW -667 VENT LATCH ZINC 18 SW3082 A$ RQD WEATHER STRIP BULB VINYL Or IGc H`RI CEN Se'-; 9 iO i P?-.- cam:' :`: No. 51393 _ PRODUCT REVISED cnmplyi.g with the Flits& Ouilding Code AcccDt.nu Nv . 1:xpi Sete Q STATE F j x mn' a Pr ct C FRANCISCO HERNANDEZ FLORIDA PE # 551393 Or Mgnufocturing, Inc 1743 W. 33rd Place tQal.04 Floridn 33012 Ph; (405)384-9952 Fox,(305)828-5118 DRAWING No. SH08-01 DATE 04-02-08 GALE: 1/2"-1" SHEET 6 OF 6 MIAMI- DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (7861115-;599 NOTICE OF ACCEPTANCE (NOA) wwK.miamidade.eolyPaamy Sunshine Windows Manufacturing, Inc. • • • .. • 1745 W. 33'd Place • • • • " ' lEaleah, FL 33012 • • • SCOPE: • • • .' ' ' • This NOA is being issued under the applicable rules and regulations governing tfie; n,qq of construction materials. The documentation submitted has been reviewed and accepted by Miatflf--Dade County. A tR— Product Control Section to be used in Miami—Dade County and other areas where a:8nV:by the Authority Having Jurisdiction (AM. ; • • ; This NOA shall not be valid after the expiration date stated below. The Miamr-pad'e• County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami —Dade Cou*N reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "2001" 8'-0" Outswing Aluminum Glazed French Door — L.M.I. APPROVAL DOCUMENT: Drawing No. FD01-13, titled "Series 2001 Aluminum Outswing French Door —Large Missile Impact Resistant, sheets 01 through 08 of 08, dated 05/16/13, with the latest revision 112" dated 12/09/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 15-0204.05 and consists of this page 1 and evidence pages E-1, E- 2 and E-3, and Green Sustainable Attributes (GSA) page G-1 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No. 17-1226.14 Expiration Date: May 08, 2023 Approval Date: April 05, 2018 G Page 1 A Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S • • • • A. DRAWINGS •'. "•• 0000 1. Manufacturer's die drawings and sections. • • • • • • Submitted under previous NOA's No.'s 14-0109.06 and 02—]A"v3) • 2. Drawing No. FD01-13, titled "Series 2001 Aluminum French Dpur•• Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latett "vision -1'4 -dated 01/20/15, prepared b manufacturer, signed and sealed b Francisco F1leman.,f, E. p Y Y .. .. • 0000.. • B. TESTS ' 1. Test report on: 1) Air Infiltration Test, per FBC, TAS 202-94; • • • """ 2) Uniform Static Air Pressure Test, Loading pt?FBC TAS -2a2-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Side—Hinged Door Systems, per FBC, chapter 2411 3.2.1, TAS 202-94 and per AAMA 1304-02 along with marked—up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -7262, dated 05/15/13, signed and sealed by Marlin D. Brinson, P. E. Submitted under previous NOA No. 14-0109.06) 2. Test report on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Side—Hinged Door Systems, per FBC, chapter 2411 3.2.1, TAS 202-94 and per AAMA 1304-02 along with marked—up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3399, dated 08/16/02, signed and sealed by Joseph C. Chan, P. E. Submitted under previous NOA No. 02-1104.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with the Florida Building Code 5" Edition (2014), prepared, dated 01/20/15, signed and sealed by Francisco Hernandez, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-1226.14 Expiration Date: May 08, 2023 Approval Date: April 05, 2018 E-1 0000.. 0000.. 0000.. 0000. 0000.. 0 0 0 0 . 0*00: Sunshine Windows Manufacturing, Inc. E. F NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Aiderµ, Kuraray PVB Glass Interlayer" expiring on 12/11/16. •' 0000.. 000000 0000 Inc. &F .their 0000 0000.. STATEMENTS .... • • 1. Statement letter of conformance and complying with FBC 5th Edition '(2014 gad*• With AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated 01:28415, sign d•and sealed by Francisco Hernandez, P. E. 0* 00 2. Department of State Certification of SUNSHINE WINDOWS iWFACTVRING CORPORATION, INC. as a for profit corporation, active and organized w4er the laws of the State of Florida, dated 11/24/14 and e—filed by the Secretary of State. 3. Statement letter of conformance and complying with FBC-2010 'ana•'with AAMA/ WDMA/ CSA 101/ I.S. 2/ A440, issued, dated 12/05/1.3, signed and sealed by Francisco Hernandez, P. E. Submitted under previous NOA No. 14-0109.06) 4. Statement letter of no financial interest and independence, issued, dated 12/05/13, signed and sealed by Francisco Hernandez, P. E. Submitted under previous NOA No. 14-0109.06) 5. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report FTL-7262, dated 05/15/13, signed & sealed by Marlin D. Brinson, P. E. Submitted under previous NOA No. 14-0109.06) 6. Laboratory addendum letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTL-3399, dated 04/24/03, signed and sealed Joseph C. Chan, P. E. Submitted under previous NOA No. 02-1104.03) 7. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTL-3399, dated 08/16/02, signed and sealed Joseph C. Chan, P. E. Submitted under previous NOA No. 02-1104.03) G. OTHERS 1. Notice of Acceptance No. 14-0109.06, issued to Sunshine Windows Manufacturing, Inc. for their Series "2001 French 8—Ft. Outswing Aluminum Glazed Door — L.M.I.", approved on 05/08/14 and expiring on 05/08/18. 2. NFRC U—Factor, SHGC, VT & Condensation Resistance Computer Simulation Report on: DDFR "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" of the series 2001 Aluminum glazed outswing French door at all members, along with attached Description Table Abbreviations in Appendix, submittal Form and Drawings, marked—up by Fenestration Testing Laboratory, Inc., Simulation Report No. FTL-7625, pages 01 to 05 of 05, including Miami—Dade County NOA No. 14-0109.06 approval drawings, sheets 01 to 08 of 08, dated 12/03/13 and -signed by Jose Sanchez, NFRC Certified Simulator—In— Responsible—Charge (CSIRC). Submitted under previous NOA No. 14-0109.06) orge M. Plasencia, P. E. Pro uct Control Unit Supervisor NOA No. 17-1226.14 Expiration Date: May 08, 2023 Approval Date: April 05, 2018 E-2 0000. . 0000 0000. 0000.. 0000.. 0000.. Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED • • • • A. DRAWINGS •" go 1. Drawing No. FD01-13, titled "Series 2001 Aluminum Outswing &r."h Dobj. urge '. Missile Impact Resistant, sheets 01 through 08 of 08, dated 05 1643, with the latest , • • revision "2" dated 12/09/17, prepared by manufacturer, sived. and ••sealed by : •; Francisco Hernandez, P. E. ' • • 00*0*0 B. TESTS 1. None. 000000 0*0% C. CALCULATIONS 00' • 0 • • 1. None. " D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their Trosifol Ultraclear, Clear and Color PVB Glass Interlayers" expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017), dated 12/09/17, prepared, signed and sealed by Francisco Hernandez Arces, P.E. G. OTHERS 1. This NOA revises NOA #15-0204.05, expiring on 05/08/18. orge M. Plasencia, P. E. Proguct Control Unit Supervisor NOA No. 17-1226.14 Expiration Date: May 08, 2023 Approval Date: April 05, 2018 E-3 Sunshine Windows Manufacturiniz, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 0000 I. GREEN SUSTAINABLE ATTRIBUTES (GSA) ' see* SCOPE: This document is solely for the purpose of verification of Sustaii0b-le Attrib*Ws of construction materials. The documentation submitted has been reviewed by AIiaM?-Dade•County, Department of Regulatory and Economic Resources (RER), Product Control Sggti n (PCS). Submitted under previous NOA No. 14-0109.06) • 019 V FACTOR (-HE 1t•.AL 'RAiliSltilTi (u CE +TUJ HR—I' 0 S it • i •. • • •y r i L?-gar—.. S• •• f j f Yy%i avr _ i Wr:"' t',u.2.3.. /7R'IbYPP +. •N•• `,1:+'{.' f't^I at _. y y., [ 9=FIGO_cTOx(oL AfiGxrt:CoCl rrul-F_...Y• • . ; VR ID No. Simulation Report No.: Product G.8:- • Description Glazing Components: • • • • XJ_Valu SHGC 01-00 FTL-7625 3/16 Clear 1.07• 0.57 0141 3/16 Solar Bronze 1.07 0.46 01-02 3/16 Solar Gray 1.07 0.43 01-03 3/16 Solex 1.07 0.45 01-04 1/4 Clear 1.07 0.56 01-05 DDFR 1/4 Solar Bronze 1.07 0.44 1/4 Solar Gray 1.07 0.4101-06 01-07 1/4 Solex 1.07 0.43 03-00 1/8—SB60/ 0.090 PVB 1/8 clr. 1.03 0.32 04-00 1/8 Solar gray/ 0.090 PVB 1/8—SB60 1.03 0.31 05-00 1/8 Solar gay/ 0.090 PVB 1/8—SB70XL 1.03 1 0.27 Submitted under previous NOA No. 14-0109.06) Submitted under previous NOA No. 14-0109.06) orge M. Plasencia, P. E. Pr uct Control Unit Supervisor NOA No. 17-1226.14 Expiration Date: May 08, 2023 Approval Date: April 05, 2018 G-1 Legend Abbreviations: Description: PVB Poly Vinyl Interlayer clr. Clear Glass SB60 PPG Solarban 60 or 70 @ #2 Surface Typical SB70XL PPG Solarban 60 or 70 @ #2 Surface Typical Submitted under previous NOA No. 14-0109.06) orge M. Plasencia, P. E. Pr uct Control Unit Supervisor NOA No. 17-1226.14 Expiration Date: May 08, 2023 Approval Date: April 05, 2018 G-1 5" 12" M'6_ MAXI ELEVATIONS INDEX OF DRAWINGS 1 OF 8 DOOR ELEVATIONS, DESIGN PRESSURES CHART, GENERAL NOTES AND INDEX OF DRAWINGS. 2 OF 8 INTERLOCK CLUSTERS DETAILS 3 OF 8 TYPICAL HEAD SECTIONS. 4 OF 8 TYPICAL JAMB SECTIONS. 5 OF 8 TYPICAL SILL SECTIONS. 6 OF 8 HORIZONTAL SECTIONS & INSTALLATION NOTES. 7 OF 8 VERTICAL SECTIONS do MATERIAL LIST. 8 OF 8 CORNER DETAILS. DESIGN PRESSURES IHE "' DOOR LEAF DESIGN PRESSURE (PSF) MAX. DOOR WIDTH FRAME HEIGHT NOMINAL) EXT. (+) INT. (-) 0 cNo%t3 • .' 3'-0" 77.13 77.13 8'-0" 2'-6" • 80.00 89.13 6'-8" 3'-0" 80.00 90.00 2'-6" • 80.00 90.00 NOA-No.• 17• FOR DOOR LEAF UNDER 3'-0 SEE NOTE 11. FLUSH BOLTS: 1.- TOTAL OF 4 (2 AT ACTIVE LEAF AND 2 AT INACTIVE LEAF AT HEAD AND AT SILL OF EACH). 2.- ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN ORDER TO ACHIEVE THE DESIGN PRESSURES SHOWN ON CHART. GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC STH EDITION (2014) AND FBC 6TH EDITION (2017). 2•- SHUTTERS ARE NOT REQUIRED. 3.- REFERENCE TEST REPORT FTL - 7262 DATED ON 4/15/2013. 4•- FOR INSTALLATION REFER TO INSTALLATION NOTES ON SHEET 6 OF 8. SEE CLUSTERS DETAILS ON SHEET 2 OF 8 AND ALSO TYPICAL DETAILS ON SHEETS 3, 4 AND 5 OF S. 5.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 6.- WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE G - 0.55 OF GREATER DENSITY. 7.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. CMU AS PER ASTM C90. CMU MUST BE 8 -INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. FILLED CMU Fm' = 2000 PSI MIN. B.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6. 9.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED BY OTHERS) AS SPECIFIED IN FBC. 10.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy = 36 KSI MIN. 11.- DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH EGRESS REQUIREMENTS OF FBC. 12.- COLONIAL MUNTINS CAN BE APPLIED. 13.- SEE FRAME CORNERS AND PANEL CORNERS DETAILS ON SHEET 8 OF 8. 14.- USE NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. MAX. DOOR FRAME WIDTH IHE "' gGO ., R \ ,....... . q v\CSN : 0 cNo%t3 • .' 00 • PRODUCT REVISED t l\ as co -pining wlth the Florida Bulldin CCoodde 0•. 37A7E OF ; • <(/` NOA-No.• 17• F(OR..1. 0••aG` EaplFatto Da}} 05/ 8/2023iP' E • • T • 11111•I11• • • lMeml • D • roduej ontro ANCISCO HERNAWE3 FLaRIDA Plt *# 51353 MAX. DOOR FRAME WIDTH ago Manufacturing, Inc. 1745 W. 33rd Pla 10.1-h, FW & 33012 Ph: (305)364-9952 F-005)828-51 PloL i 0 DRAWING No. FD01-13 DATE: 05/16/13 SCALE: N.T.S. SHEET 1 OF 8 5/16' 0 ULTRACONS 1 3/4" MIN. EMBEDME ONCRETE. CLUSTER DETAIL FOR ATTACHMENT TO CONCRETE WITH OR W/O WOOD BUCKS AT FRAME HEAD AND FRAME SILL DOUBLE DOOR CENTER LINE 5/16' 0 ULTRACONS I 4 -1/4-0 KWIK-FLEX 1 7/8' MIN. EMBEDMENT J SELF DRILLING SCREWS NOOD. / THROUGH METAL WITH MIN. 3 THREADS BEYOND THE 4". 4" 4 4 SUBSTRATE. CLUSTER DETAIL CLUSTER DETAIL FOR ATTACHMENT TO WOOD FOR ATTACHMENT TO METAL AT FRAME HEAD AND FRAME SILL AT FRAME HEAD AND FRAME SILL INTERLOCK CLUSTERS DETAILS Manufacturing, Inc. 1745 W. 33rd Place Nlaleah. Florida 33012 Ph: (305)364-9952 Faw:(jo5)e2e-5ite W4 En A p4 L F U V d N W za W F a W N Z FpNV8 O OZZ O O i X500 HER"1'q- J . ,)CE 13 Ota GO NO A,1 a•F*11393•• DRAWING No. PRODUCTTtIVISEe • es comp)yin with the Florida Y,• • ''7f EINv-'7_1$: = 13u1ldin9 Cele NOA-No. 17.1226.14 0'., STATE OF !(,\ c(ORIOP,.•' FD01-13 Fzpiretl l5. 12023y•• iv&'•....•• G. DATE: 05/16/13 ey ! ._ • Miem ro u Fon 1 • i hMl•Ep • RANCI9E0 DE SCALE: N.T.S. 1RID A PE * 5 39 SHEET 2 OF 8 0 00000 2 1/2" 1/4" 0 ULTRACON WITH 1 3/4" MIN. 1/4" 0 ULTRACON WITH 1 3/4" MIN. I.LENS1 '•. 41 i 1/4" 0 KWIK FLEX SELF DRILLING MIN. EDGE DISTANCE EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE 2 1/2" EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE PUCK BUCK MUST SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYONDELEVATIONSONSHEEP1OF8. FOR MIN. EDGE DISTANCECLUSTERSUSE5 /16" 0 ULTRACONS. ELEVATIONS ON SHEET 1 OF 8. FOR CLUSTERS USE 5 /16" 0 ULTRACONS. V. MIN. THE SUBSTRATE. FOR MAX. ANCHOR SPACING 4 SEE CLUSTER DETAILS ON SHEET 2 OF 8. SEE CLUSTER DETAILS ON SHEET 2 OF 8. E.D. SEE ELEVATIONS ON SHEET 1 OF 8. Z ' SEE CLUSTER DETAILS ON SHEET 2 OF 8. d n M d a BY d 1" WOOD BUCK BY N OTHERS MUST BE N PROPERLY SEALED AND u=i ANCHORED TO I I I TRANSFER LOADS TO I I THE STRUCTURE AND II 7/8" MIN. APPROVED BY BUILDING I I II I I METAL STRUCTURAL MEMBER BY I FLUSH BOLT OFFICIAL PRIOR TO I I 7/8" MIN. I I OTHERS SHALL BE MINIMUM 18 I I ENGAGEMENT DOOR INSTALLATION. FLUSH BOLT GAUGE AND SHALL WITHSTAND I I I I INTO FRAME I I ENGAGEMENT INTO FRAME I I I I ANCHOR SHEAR FORCES. INSTALLATION SHALL BE I I THROUGH 1" X 5/8" I I THROUGH 1" X 5/8" I I APPROVED BY BUILDING HOLE. HOLE. OFFICIAL PRIOR TO DOOR EXTERIORW- INTERIOR EXTERIOR INTERIOR INSTALLATION. EXTERIOR I INTERIOR ATTACHMENT TO CONCRETE THROUGH 1 X WOOD BUCK 1" MIN. I.LENS1 '•. 41 i PRODUCT REVISED MIAMI- DADE COUNTY as complying with the Florida Building Codg • • NOA-No.'•. APPROVED MULLION. PUCK BUCK MUST 1/8" MIN. THICKNESS. UNDER SEPARATE NOA) Mlam roduct Control FRANCISCO HERNANDEZ 4MyayR0. Q EXTERIOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCK 1 1/4" 1/4" 0 KWIK FLEX SELF DRILLING MIN. SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 10 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. 1/4" 0 ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF B. FOR CLUSTERS USE 5/16" 0 7/8" MIN. ULTRACON. SEE CLUSTER DETAILS ON FLUSH BOLT SHEET 2 OF B. ENGAGEMENT INTO FRAME THROUGH 1" X 5/8" HOLE. INTERIOR ATTACHMENT TO MULLION EXTERIOR 4 T' II II II II II ATTACHMENT TO METAL STRUCT. Z WOODEN STRUCTURE OR I.LENS1 '•. 41 i PRODUCT REVISED WOOD BBE ROPERLYBY EATTACHED as complying with the Florida Building Codg • • NOA-No.'•. Dtu OFtv' PUCK BUCK MUST OR r//Sr p TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW Mlam roduct Control FRANCISCO HERNANDEZ FLORIDA PE # 51393 a a INSTALLATION. 2 j- rn G L7/8" MIN. FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1" X 5/8" HOLE. INTERIOR ATTACHMENT TO WOOD I.LENS1 '•. 41 i PRODUCT REVISED qSascomplyingwiththeFlorida Building Codg • • NOA-No.'•. Dtu OFtv' E.PIration%V905/ /20 3 OR r//Sr p Mlam roduct Control FRANCISCO HERNANDEZ FLORIDA PE # 51393 Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Rarlde 33012 Ph: (305)364-9952 Fox:(305)625-5116 @10z 'E'! DRAWING No. FD01-13 DATE: 05/16/13 SCALE: N.T.S. SHEET 3 OF 8 1 3/4" MIN. C11 LU v o ZMAX. 4" SHIM w (TYP) 1" X WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4" 0 ULTRACON WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. INTERIOR EXTERIOR ATTACHMENT TO CONCRETE / MASONRY THROUGH 1 X WOOD BUCK d o 1 3/4" MIN. WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). WOOD BUCKS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION -' 1/4- 0 ULTRACON WITH 1 1/2 - ---- MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. MIAMI-DADE COUNTY z o APPROVED MULLION w UNDER SEPARATE NOA) 1/4" 0 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF S. 1/4" SHIM INTERIOR MAX. (TYP 6t L 1/4" 0 ULTRACON WITH 1 3/4" MIN. EMBEDMENT 1/4" SHIM O EXTERIOR INTO CONCRETE. MAX. (TYP) FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON ATTACHMENT TO MULLION SHEET 1 OF B. INTERIOR I- 4 ZL_— A A O N ° EXTERIOR o ATTACHMENT TO CONCRETE / MASONRY WITHOUT WOOD BUCK zudj TYPICAL JAMB SECTIONS 1/4" SHIM MAX. (TYP) 2 MIN.111 11 INTERIOR EXTERIOR ATTACHMENT TO WOOD METAL STRUCTURAL MEMBER BY OTHERS SHALL BE MINIMUM 18 GAUGE AND SHALL WITHSTAND ANCHOR SHEAR FORCES. INSTALLATION SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4" 0 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. INTERIOR ManufactuHng, Inc 1745 W. 33rd PI... 4W.A. Reids 33012 Ph: (305)364-9952 Fax:(305)626-5116 W4 rA A0 rj) WW G xH O N 1,14 W a cn F Cn EXTERIOR ATTACHMENT TOMfTALSIR cEnt''. 9 9 o v see 0 PRODUCT REVISED NO. 5193 s complying with the Florida Building Code DRAWING No. Non -No. • 1142126.14 • • • 2.918 FD01-13 Enpintio, bDaMOi 5/08 • J ,t. •.,• S TE OF •: 4!/_ 05/16/13 BY f • • Miam a ro uc• ontro • SS,I 111("'• C91 1 FRANCISCdO f<3T` SCALE: N.T.S.. SHEET 4 OF 8FLORIDAPE93 OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND INSTALLATION BY HIGH STRENGTH GROUT. HIGH STRENGTH GROUT. OTHERS. MUST BE MIN. 3 KSI. MUST BE MIN. 3 KSI. Sunshine Windows NON SHRINK, NON METALIC I I NON SHRINK, NON META LIC rIN Manufacturing, Inc. PER ASTM C1107. I I PER ASTM C1107. I I 1745 W. 33rd Place Rolaah. Florida 33012 Fax:(305)828-5958 EXTERIOR I I INTERIOR EXTERIOR I I INTERIOR WOODEN STRUCTURE OR I I 11 2 X WOOD BUCK (BY OTHERS). WOOD BUCKS MUST BE 7/8" MIN. a° PROPERLY ATTACHED TO FLUSH BOLT a TRANSFER GLAZING SYSTEM ENGAGEMENT LOADS TO THE STRUCTURE AND INTO FRAME 7/8" MIN. APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW O TajTHROUGH1" X 5/8" °. ° FLUSH BOLT I INSTALLATION HOLE. Z ° ° ENGAGEMENT A E- 1/4" 0 ULTRACON WITH 1 3/4" MIN. INTO FRAME EMBEDMENT INTO CONCRETE. THROUGH 1" X 5/8" I Z dl e ° a FOR MAX. ANCHOR SPACING SEE HOLE. 4 ELEVATIONS ON SHEET 1 OF 8. FOR CLUSTERS USE 5 /16" 0 ULTRACONS. 1 1/4" 1/4" 0 ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. O i SEE CLUSTER DETAILS ON SHEET 2 OF 8. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. NMIN. EDGE DIST. FOR CLUSTER USE 5/16" 0 ULTRACONS. SEE CLUSTER DETAILS ATTACHMENT TO CONCRETE ON SHEET 2 OF 8. rA ATTACHMENT TO WOOD W F O(j METAL STRUCTURAL MEMBER BY GLAZING DETAIL OTHERS SHALL BE MINIMUM HIGH STRENGTH GROUT. 18 GAUGE AND SHALL a MUST BE MIN. 3 KSI. WITHSTAND ANCHOR SHEAR WERL TROSIFOL PVB NON SHRINK, NON METALIC I I FORCES. INSTALLATION SHALL INTERLAYER BY KURARAY AMERICA. PER ASTM C1107. I I BE APPROVED BY BUILDING 1/8" HEAT OFFICIAL PRIOR TO DOOR " I I INSTALLATION. STRENGTHENED 1/8" HEAT Z EXTERIOR INTERIOR GLASS STRENGTHENED GLASS N U I I EXTERIOR ARCHITECTURAL PERIMETER TRIM 2 oLL a OPTIONAL) zo g1/2- GLASS BITE n a n 7/8" MIN. ( MINIMUM) j FLUSH BOLT TYPICAL SILL SECTIONS DLlco ENGAGEMENT • • • • • • • • Dg1 i 99 o a INTO FRAME --1/4" 0 KWIK FLEX SELF • • • • • S.. N THROUGH 1" X 5/8" DRILLING SCREWS THROUGH • •• • • ;•• O o 0 HOLE. METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. • • • • • • • • • N• 5V%3 Z FOR MAX. ANCHOR SPACING PRODUCT REVISED - - DRAWING No. 1 SEE ELEVATIONS ON SHEET 1 OF 8 AND as eompiyiny with that Florida D .(-lq'$' CLUSTER DETAILS ON SHEET 2 OF 8. eulidiny Codl• - J •• j •: ` FD01-13 MIN. EDGE DIST. NIOn-No. 17-1226.14 STA E OF ATTACHMENT TO METAL Expiration at•06708/2013;'—" • 1i•C S 'F.RD?.d DATE: 05/16/13 s r ey •w --a. • • • ip/ SCALE: N.T.S. Mia ro on ro • • •FR}INC1 61 HE D[Z FLORIDA i'C % 51.393 SHEET 5 OF 8 INSTALLATION NOTES 1.- FOR ANCHORS MAX. SPACING SEE DOOR ELEVATION ON SHEET 1 OF B. 2. -FOR CLUSTER DETAILS SEE SHEET 2 OF B. FOR CLUSTERS USE ALWAYS 5/16" 0 ULTRACONS BY ELCO. 3. -FOR ANCHOR TYPE AND INSTALLATION DETAILS SEE TYPICAL SECTIONS ON SHEETS 3, 4, & 5 OF 8. 4. -FOR ATTACHMENT TO CONCRETE THROUGH 1" X WOOD BUCK (EXCEPT IN CLUSTERS) USE 1/4" 0 ULTRACONS BY ELCO WITH 1 3/4" MIN. EMBEDMENT INTO SUBSTRATE AND 2 1/2" MIN. EDGE DISTANCE. 5. -FOR ATTACHMENTE TO CONCRET WITHOUT WOOD BUCKS EXCEPT IN CLUSTERS) USE 1/4" 0 ULTRACONS BY ELCO WITH 1 3/4" MIN. EMBEDMENT INTO SUBSTRATE AND 2 1/2" MIN. EDGE DISTANCE. 6. -FOR ATTACHMENT TO WOODEN STRUCTURES OR 2" X WOOD BUCKS (EXCEPT IN CLUSTERS) USE 1/4" 0 ULTRACONS BY ELCO WITH 1 1/2" PENETRATION INTO SUBSTRATE AND 1 1/4" EDGE DISTANCE. 7. -FOR ATTACHMENT TO STEEL MEMBERS (18 MIN. GAUGE) OR ALUMINUM MEMEBERS (1/8" MIN. WALL THICKNESS) USE 1/4" KWIK-FLEX SELF DRILLING SCREWS INCLUDING CLUSTERS. 8. -USE HIGH STRENGTH, NON SHRINK NON METALLIC GROUT (MIN 3 KSI) BETWEEN DOOR SILL AND HORIZONTAL SECTIONS CONCRETE SLAB CONTINUOUSLY ALONG SILL. IIII ll1/// O'iERN w` • v sE .2a Manufacturing, Inc 1745W' 33rd PI— Miel"eh. Florida 33012 Ph: (305)394-9952 Fax:(305)828-5118 PRODUCT REVISED _ s complying with the Florida - "0 Z_ty_t•, DRAWING No. Building Cod• %x3 • uV NDA -No. • t i226.14 • • ss0 '•. e oF• [ FD01-13 expinty:ts 01/08/2623 •• isS}/O••I••A4•_• G` DATE; 05/16/13 BY --- • • •///llTlllT1\ SCALE: N.T.S. MI• ro 19ctContro • FRANCISCO•FIERNANeEZ FLORIDA PE # 51393 SHEET 6 OF 8 SEE NOTE 1 ON SHEET 7 OF 8 0 4,' II II 16 1 EXTERIOR II SEE NOTE 1 ON SHEET 7 OF 16 I II II II O II INTERIOR AMINATED LM.I. RESISTANT GLASS 1/8" H. S. GLASS + 0.09 TROSIFOL PVB + 1/8" H. S. GLASS) BY KURARAY AMERICA VERTICAL SECTIONS NOTE: 1.- 7/8" MIN. FLUSH BOLT ENGAGEMENT. ro O 078"r LO O a0 N r j O o 5.00 5.00 I 5.00 I O O a N 687" no n n OLI ^o 4.00 4.375 r 1.908" n. 062° Manufacturing, Inc. 1745 W. 33rd Pl— Mahah• Florida 33012 Ph: (305)364-9952 Fux:(305)828-5118 @loEu! 00 0 0 • • • • • • . • • o 0 IDD u., 73 z° Iq PRODUCT REVISED 00 3.50 .657 as complying with the Florida = -0 2 c1$' L Building Code Non No. • 17•b?,Zs.1 a • • • s Te o •(t, O F.xpl-tbn•DaMO ••/F .CO,..... 0 o\` 11V Mlam D rodueYContFo FR*4CISC0 1 } 1NDE•L FLORIDA PE # 51393 SHEET 7 OF 8 MATERIAL LIST No PART OTY PART DESCRIPTION MATERIAL 1 GAS -46913 1 FRAME HEAD 6063-T6 2 GAS -46912 2 FRAME JAMB 6063-T6 3 GAS -46915 1 FRAME SILL 6063-T6 4 GAS -46914 4 PANEL TOP AND BOTTOM RAIL 6063-T5 5 GAS -46910 4 PANEL STILE 6063-T6 6 GAS -46917 3 / LEAVE HINGE 6063-T5 7 CAS -46916 1 ADAPTER 6063-T5 8 GAS -40928 AS REQ'D FLAT FILL COVER 6063-T5 9 GAS -46911 OPTIONAL PERIMETER TRIM 6063-T5 10 1LY73 AS REWD 10 X 1" SCREWS GRADE 5 11 1MB16 AS REWO 10 X 1 1/2" SCREWS GRADE 5 EL 12 SEALANT AS REQ'D DOW CORNING 899 ONE 13 W3332INK0020 AS REQ'D ULTRA FIN WEATHERSEAL BY ULTRAFAB .187 X .320PYLENE 14 RA-209OL3RZA838P 1 LOCK (LATCH) OSTEEL C 15 RA-209DZIABBP 1 LOCK (DEAD BOLT) C 16 FLUSH BOLTS 2 / LEAVE FLUSH BOLTS STEEL 17 X109HT-100 AS REQ'D D SECTION FOAM RUBBER SEAL DM VERTICAL SECTIONS NOTE: 1.- 7/8" MIN. FLUSH BOLT ENGAGEMENT. ro O 078"r L O O a0 N r j O o 5.00 5.00 I 5.00 I O O a N 687" no n n O LI ^ o 4.00 4.375 r 1.908" n.062° Manufacturing, Inc. 1745 W. 33rd Pl— Mahah• Florida 33012 Ph: (305)364-9952 Fux:(305)828-5118 @loEu! 00 0 0 • • • • • • . • • o 0 IDD u., 73 z° Iq PRODUCT REVISED 00 3.50 .657 as complying with the Florida = -0 2 c1$' LBuildingCode Non No. • 17•b?,Zs. 1 a • • • s Te o •(t, O F.xpl-tbn•DaMO ••/ F .CO,..... 0 o\` 11V Mlam D rodueYContFo FR*4CISC0 1 } 1NDE•L FLORIDA PE # 51393 SHEET 7 OF 8 TOP CORNER 2 # 10 BY 1" PH. PAN HEAD SMS R F 0 2 # 10 BY 1 1/2" PH. FLAT HEAD SMS 40016 2 If 10 BY 1 1/2" PH. FLAT HEAD SMS 2 If 10 BY 1" PH. PAN HEAD SMS BOTTOM CORNER DOOR FRAME CORNERS SCALE: NTS BOTTOM CORNER IN m Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Ploce Nhieeh. Roddo 33012 Ph: (305)364-9952 rez:(305)828-5116 n W N U QOQ7 O oe ooh U P o DOOR PANEL Q• O GS i•pA L • s .•• E. 1N1!. SE. o o of a We N 51393 • _ r' PRODUCT REVISED __ * ' - as comp'ylnp with the Florida - DRAWING No. Bulldinp Code Z-(-Id 4/ - No"o. • 10e6.1a••• OF •: , FD01-13 rte %Yc`, Fi • •v: Bxpiratiol•DalO B/2023 D';••,•(? DATE: 05/16/13 By d.- iz 11O //ONAI 1r' •SCALE: N.T.S. la FR!lNCISC6I+I RN)k FLORIDA PE # 51393 SHEET B OF e r MecaWind Std v2.2.8.2 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 6/16/2018 Project No. Job # 2018-13 Company Name Designed By Fermin A Martinez Address Description Wind Load For Door & Window City Customer Name Fernando J Yanez and Iliana B State Proj Location 142 Ne 103 Street, Miami Shore File Location: C:\FAM PROJECT SERVICES ,CORP\PROJECT\CALCULATIONS\WIND LOAD\2018\FERNANDO J YANEZ AND ILIANA B LOPEZ\DOOR & WINDOW.wnd Input Parameters: Envelope Procedure for Diaphragm Buildings per Ch. 28 Part 2 V: Basic Wind Speed = 175.00 mph Cat: Structural Category(I,II,III, and IV) = II Exp: Exposure Category(B,C, or D) = B RHt: Ridge Height = 15.48 ft EHt: Eave Height = 8.60 ft Ht: Mean Roof Height of Building = 12.04 ft Theta: Roof Angle = 14.04 Deg L: Length of Building(If Gabled, along Ridge) = 45.00 ft B: Width of Building(Perpendicular to Ridge) = 55.00 ft Kzt: Topographic Factor = 1.00 Lambda: Adjustment Factor for Building Height and Exposure = 1.00 I: Importance Factor = 1.00 a: 10% of Least Horiz Dim. or .4h, whichever is smaller = 4.50 ft 2a: Length over which Zone A acts on Each Corner = 9.00 ft r i Wind Pressure on Main Wind Force Resisting System (MWFRS) Load Case 1.00 2.00 Note (1) Note (2) A B C D E F G H EOH GOB psf psf--- psf--- psf--- psf--- psf--- psf--- psf--- psf `1w,21 1efill, llA 0 35.96 -12.45 23.96 -7.13 -35.09 -22.63 -24.45 -17.31 V. 138#4 9•0.• 00 .00 .00 .00 .00 .00 .00 .001`'`10•`.F Q S'••/ ps = Lambda * Kzt * I * ps30 ti -- v;• - Directionality Factor(Kd) is not an input during a AnayysH. Flat Rio€ Hca Roof (7' < 0:5 27 ) Cable R (0:5 i*) Cable R (' < 0:5 45') 17 Wind Pressure on Components and Cladding (Ch 30 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Description Width Span Area Zone Max P Min P ft ft ft^2 psf psf 1- Door 3.00 6.66 20.0 4 31.67 34.46 A- Window 1.66 2.25 10.0 4 33.15 35.94 Note (1) If Zone = "2H" or "3H" then MaxP will be zero per Figure 6-3. Note (2) Max P & Min P = pnet30(from Fig.30.5-1) * Lambda Importance Factor * Kzt. Note (3) If Area<10 then Area=10 or Area>100 then Area=100 for Zones 1, 2, 3, 2H & 3H. R•• Note (4) If Area<10 then Area=10 or Area>500 then Area=500 for Zones 4 5. 0 • 1 NOTE. ALL SHEETS MUST BE REVIEWED MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way) • Miami, Florida 33175-2474 • (786) 315-2000 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR ENVIRONMENTAL SERVICES Z 1 L DSI PROVIDE MUNICIPAL PROCESS NUMBER HERE — (7 cO Job Address I R ME. 1 O_S St • Contractor No. CJZ C l S 10851 U. o Z W Folio l 13 C roo t 317 50 Z o o Last four 4 digits of Qualifier No. O g o W a s Contractor Name ao Lot Block F Qualifier Name,9,0_YLS OXz ,c) . o a. 1 2 Subdivision [7 rn.(, S[ LOr1eS PBpg Zo U. V? Address a4O/ N W5•t City Tc rrlsxYcxG State _rC Zip 330 ISMetesandbounds New Construction on Demolish Current use of property F Vacant Land Shell Only LL w [ X] Alteration Interior Addition Attached IDescriptionofWorkk'e (V- ka_4,6A 6'ej 0,0m , w w l Alteration Exterior Addition Detached 0 [ Relocation of Structure Re -Roof xtb e0A17 ; ty z -c OLYIJ Vie-a-1 ( Sq. Ft. o?q I Units Floors a 2 Enclosure Foundation Only Repair Tent Repair Due to Fire Value of Work 7 600 — MBLD' Chg. Contractor Owner 2J n N6t__ Address 14a N • 10 6t. 0. atLE°ry a Re -Issue w z City V io `k_joAF8tate FLZip 33 l 8yRe -Stamp s MPLU w Revision N z Phone W MLPG MMEC w Not Applicable for 3 Last four (4) digits of FIRE Fire o Owner's Social Security No. z Name ,-k, • al KO_Z. O L Owner Address 77a5 WJ < 2gTN Addressza. w w City t0.f'my-, State FL Zip 3?s 1$ City State _Zip pa w Y Fz v z 0.0¢W FL Phone ?g6 - ssy- c l7 a Phone J Z 1 am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible. There is a minimum charge of a ¢ one-hour. Please contact the Fire Department for current rate. Vaco LUIL w 1 sl Request: Date: w LLLU aLu 2nd Request: Date: 31d Request: Date: If the applicant is a known named violator with: unpaid civil penalties; unpaid administrative costs of hearing; unpaid County investigative, enforcement, testing, or monitoring costs; or unpaid liens, any or all of which are owed to Miami -Dade County pursuant to the provisions of the Code of Miami -Dade County, Florida, a hold on the review may be placed on this application. 12301-192 5/17 CATEGORY BUILDING BUILDING jPER fIIT CATEGORIES f , DESCRIPTION PERMIT TYPE 01 GENERAL BUILDING -COMMERCIAL MBLD 02 SUB -GENERAL BUILDING -RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING & STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 51 MURAL SIGNS (NON -ELECTRICAL) MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK-IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT/EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE 40 BUILDING PUBLIC RADIO ENHANCEMENT SYSTEM MELE PLUMBING 0020 SEWER CONNECTION TO PUBLIC SYSTEM (THIS CATEGORY IS USED WHEN NO BUILDING PERMIT EXIST) MPLU 0024 INTERCEPTOR/GREASE TRAPS (REPLACEMENT OR INSTALLATION THAT IS NOT PART OF A BUILDING PERMIT) MPLU LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS/STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE Miami Shores Village 19 Building Department 10050 NE 2 Ave Miami Shores FL 33138 F OR1 4' PP - -"i 7+02 gip, ft'(hEesiclat71tta1} 1,terotion pt 4 gym.///'.3'lE MINI 'F v Issue Date: 10/11/2018 Expires: 03/18/2019 INSPECTION REQUESTS: (305)762-4949 or log on at hftps://bldg.msvfl.gov/energov_prod/selfservice POST ON SITE Requests must be received by 3:30pm WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM-T.00PM 1132060131750SATURDAY8:OOAM - 6:o0PM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY, NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED . PLANS ARE READILY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION . Owner's Name: FERNANDO YANEZ Owner's Phone: (305)510-3348 Job Address: 142 NE 103 ST Total Square Feet: 530 Miami Shores, FL 33138 notal Job Valuation: $ 15,000.00 Contractor(s) Phone Address CONSTRUCTION UNLIMITED GROUP (305)213-1878 Description: PROPOSED NEW MASTER BEDROOM NEW BATH ft+j'W KITCHEN - 4 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Page 1 of 1 INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Ctnol Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof ShuttPrs 4ttarhmPnt Final Shutters Rails and Guardrails ADA compliance Iff DOCUMENT Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS WINDOWS DOORS INSPECTION DATE INSP Attachment WORKSPUBLIC INSPECTION DATE INSP Excavation INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling5aag ' Rou Tel one Rough Telephone Final TV Rough TV Final r'hle Rn Qha• Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With ELECTRICAL COMMENTS INSPECTION JDATE JINSP Final Sprinkler Final Alarm PLUMBING INSPECTION DATE INSP Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping uaCkfi INFIELD INSPECTIONR E"»ww rx 1.—,:- V A Rj Jif April 12, 2019 . BY: City Miami Shore Village 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Florida 33138 Building Department Reference Permit: RC18-1702 Re: Infield Inspection for "Existing Framing -Insulation -Drywall and existing Filled Cell (Tie Downs) for Doors, Windows and openings that were closed with emu 8". Owner's Name: Location of Project: Inspection Conducted by: Weather Conditions: Temperature: Fernando J Yanez 142 Ne 103 Street, Miami Shores, Fl. 33138-2329. Emiliano Orozco P.E . Engineer. Sunny 85°F Precipitation: NONE Dear Building officer: Pursuant to the authorization of Fernando J Yanez, the owner, by myself, conducted an inspection at the above referenced site and scanned the structure and its components with a "PROFOMETER 5" (BY PROSEC) in order to determine its compliance with the requirements of the "Florida Building Code 2017". The date when the construction was done in October 30 2018, My statement is based on the following detailed, methodology procedure: Inspections and Methodology: Existing Framing -Insulation -Drywall and existing Filled Cell (Tie Downs) for Doors, Windows and openings that were closed with emu 8". I-) Inspection for Existing Framing -Insulation -Drywall.": A-) Partition Wall Drywall: Opened drywall to verify size and spacing of studs of the partitions. Existing metal Studs 3-5/8" @ 16" o.c. with '/2" Drywall in both sides w/16d nails @ 16" anchor to studs. Existing 3" metal to the top track anchor to ceiling w/16d nails @ 4" and bottom track anchor 3/16" tapcons to concrete slab @ 16" o.c. Inside to the partition existing Insulation fi-foil vapor shiedl AA2 R=5.1, 125 Sq Ft Single Faced Reflective Roll Insulation (24 -in W X 62.5 Ft L). Opened and Verified is ok According to Code FBC 2017. 77 E 14 II-) Structural: B-) Filled Cell (Tie Downs) : Existing (1) #5 Filled Cell (Tie Downs) in each corner for the doors, windows and in the openings that were closed with cmu 8", Are connected to the bottom to the existing footing with a depth of 4 "and connected to top to the existing concrete tie beam with a depth of 6 ". Via Profometer and visual inspection. According to Code FBC 2017. For this reason, I Emiliano Orozco confirms that the property inspected at 142 Ne 103 Street, Miami Shores, Fl. 33138-2329., comply with the Code FBC 2017, ( 6th Edition). If I Could be of any further assistance to you, please feel free to contact me. Approved. Engineer's Signature: Emiliano Orozco 66341 P.E. Engineer. Date: April 12, 2019 949 Sw 122 Avenue, Miami, Florida 33184. LETHER CERTIFICATE November 01, 2018. City Miami Shore Village 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Florida 33138 Building Department Reference Permit: RC18-1702 Re: Infield Inspection for "Framing -Insulation -Drywall." Owner's Name: Fernando 3 Yanez and Iliana B Lopez. Location of Project: 142 Ne 103 Street, Miami Shores, Fl. 33138-2329. Inspection Conducted by: Fermin A Martinez P.E . Engineer. Weather Conditions: Sunny Temperature: 85°F Precipitation: NONE Dear Building officer: As routine matter, in order to avoid possible misunderstanding, nothing in the report attached should be construed directly, or indirectly as a guarantee for any portion of the structure. Future function is not guaranteed in any way. To the best of my ability and knowledge this report represents an accurate appraisal of the present conditions of the building based upon careful evaluation of the observed conditions, to the extent reasonably possible. Inspection for Framins-Insulation-Drywall.": A-) Partition Wall Drywall: (visual inspection). Opened drywall to verify size and spacing of studs. Existing ''/z" Drywall in both sides with 3" Metal Bracing at Mid -Depth and interior Partition 3" Metal Studs at 16" O.C. with 3" metal at top plate w/I6d nails @ 4" o.c. and Bottom plate w/16d nails @ 4" o.c. with the Insulation fi-foil vapor shiedl AA2 R=5.1, 125 Sy Ft Single Faced Reflective Roll Insulation ( 24 -in W X 62.5 Ft L). Opened and Verified is ok According to Code FBC 2017. Owner's Name: Fernando 3 Yanez and Iliana B Lopez. Location of Project: 142 Ne 103 Street, Miami Shores, Fl. 33138-2329. Inspection Conducted by: Fermin A Martinez P.E . Engineer. Weather Conditions: Sunny Temperature: 85°F Precipitation: NONE Dear Building officer: As routine matter, in order to avoid possible misunderstanding, nothing in the report attached should be construed directly, or indirectly as a guarantee for any portion of the structure. Future function is not guaranteed in any way. To the best of my ability and knowledge this report represents an accurate appraisal of the present conditions of the building based upon careful evaluation of the observed conditions, to the extent reasonably possible. Inspection for Framins-Insulation-Drywall.": A-) Partition Wall Drywall: (visual inspection). Opened drywall to verify size and spacing of studs. Existing ''/z" Drywall in both sides with 3" Metal Bracing at Mid -Depth and interior Partition 3" Metal Studs at 16" O.C. with 3" metal at top plate w/I6d nails @ 4" o.c. and Bottom plate w/16d nails @ 4" o.c. with the Insulation fi-foil vapor shiedl AA2 R=5.1, 125 Sy Ft Single Faced Reflective Roll Insulation ( 24 -in W X 62.5 Ft L). Opened and Verified is ok According to Code FBC 2017. io ti 0000 For this reason, I Fermin A Martinez confirms that the property inspectgi at J42 NZ -W3 Street, Miami Shores, Fl. 33138-2329., comply with the Code FBC 2017' t 6 Edition). If I Could be of any further assistance to you, please feel free to contact me: • • • ' • • Approved. ...... etttttat, • Engineer's Signature: Fermin A Martinez 14 63 P•E• Date: November 01, 2018 8340 Sw 65 Avenue, Apt #3 Miami, Florida 33143. yt y • ' ts TE OFJ • ti 0. P •tc,. cs00....`.00 fffltl!t!11', t FIELDWORK DATE: 3/XM19 PREPARED BY: RECEIVED BOUNDARYSURI/EY POINTS OF INTEREST MIAMI-DADE COUNTY E-1--[ACTA2y' 53' E 150.02' M) 5 3005 LAND SURVEYORS. LLC tursid—„:ificsMilk s::a.6.. e"9W- N 1D' 7,5 a•• PROPERTY•ADDRESS: 142 NE 103RD STREET, MIAMI SHORES, FLORIDA 33138-2329 SURVEY NOMI FIELDWORK DATE: 3/XM19 6666•• 19031582 BOUNDARYSURI/EY POINTS OF INTEREST MIAMI-DADE COUNTY b / E 74.98' (M) NO ID CITIo.a N 5TY. T LD RES 142 ` _ t\ LO. 1 LK X— 1p6.4' - E. l N 7 LO 9 $ BLK13Ln so in 7 O.4' OFF WM 2.9' OFF (SBLn COR 8 4 Vtijnp NiD /r 5 0, 0' W 150.00' (P) 5' 0' W 149.89' (M) B.R. (A55UMED) I hereby cer ' t oundory Survey of the hereon des d p e s been made under my directi qnd "i0 the t of my knowledge and belief 't jls (J. ccurate representation Of a sury a meets Standards of Practice set forth the FVVdo rd of Professional Surveyors pers i opter 5J— 17 of the Florida Admin/ e e. RONALD W. WALLING State of Florida Professional Surveyor and Mapper License No. 6473 5UR''E101<5 NOTE5. LOT APPEAR5 TO 5E SERVICED 6" CIN WATER. AND SEWER rtNCE OWNERSHIP riOT CIET-RFMNED. 30 0 15 30 GRAPHIC SCALE (In Feet) N 1 inch = 30' ft. Use of Th., Survey fa, purposes other than Intended, W thous Written Verification, 6666•• Nothing hereon shall be(onstrued to Give ANY Rights or Benefits to Anyone Other than those Certified FLOOD INFORMATION: POINTS OF INTEREST BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING NONE VISIBLE 53' E 150.02' M) 5 3005 OF MIAMI SHORES VILLAGE, COMMUNITY NUMBER 120652, DATED 150.00' e"9W- N 1D' 7,5 vx: 5/ a•• FIF Cl) 25.00' (D) 9.. N ID Z 9 • I 6666• Q v fr O 9.• 0 1,. W p g 0.0•.• II 0.000 LL : 6666•• 0 0000 I PLANTER QLU ON Q LINE 119.5' 10.3' N I Z I C" l Gi U) LU y1 761 r Nr I L.s V N-35 I3 N in w ° 9.6' 10.4 oc. D— N E. /2 Of - 2 L Z L) b LOT l0o , BLK 131— o Z 1j UJ 2 W. 112 Of 0ujI Get Z LOT 10 O Q MK 13 CL V W UJ TIm 1 1 Qm E 74.98' (M) NO ID CITIo.a N 5TY. T LD RES 142 ` _ t\ LO. 1 LK X— 1p6.4' - E. l N 7 LO 9 $ BLK13Lnso in 7 O.4' OFF WM 2.9' OFF (SBLn COR 8 4 Vtijnp NiD /r 5 0, 0' W 150.00' (P) 5' 0' W 149.89' (M) B.R. (A55UMED) I hereby cer ' t oundory Survey of the hereon des d p e s been made under my directi qnd "i0 the t of my knowledge and belief 't jls (J. ccurate representation Of a sury a meets Standards of Practice set forth the FVVdo rd of Professional Surveyors pers i opter 5J— 17 of the Florida Admin/ e e. RONALD W. WALLING State of Florida Professional Surveyor and Mapper License No. 6473 5UR''E101<5 NOTE5. LOT APPEAR5 TO 5E SERVICED 6" CIN WATER. AND SEWER rtNCE OWNERSHIP riOT CIET-RFMNED. 30 0 15 30 GRAPHIC SCALE (In Feet) N 1 inch = 30' ft. Use of Th., Survey fa, purposes other than Intended, W thous Written Verification, 6666•• Nothing hereon shall be(onstrued to Give ANY Rights or Benefits to Anyone Other than those Certified FLOOD INFORMATION: POINTS OF INTEREST BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING NONE VISIBLE 6666•• LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN THE VILLAGE OF MIAMI SHORES VILLAGE, COMMUNITY NUMBER 120652, DATED R:19” 05582 AFFILIATE a•• 9.. 69.00• 00i 9 • 6666• 99 999• 9.• 0 0.0•.• 0.000 90 6666•• 0000 E 74.98' (M) NO ID CITIo.a N 5TY. T LD RES 142 ` _ t\ LO. 1 LK X— 1p6.4' - E. l N 7 LO 9 $ BLK13Lnso in 7 O.4' OFF WM 2.9' OFF (SBLn COR 8 4 Vtijnp NiD /r 5 0, 0' W 150.00' (P) 5' 0' W 149.89' (M) B.R. (A55UMED) I hereby cer ' t oundory Survey of the hereon des d p e s been made under my directi qnd "i0 the t of my knowledge and belief 't jls (J. ccurate representation Of a sury a meets Standards of Practice set forth the FVVdo rd of Professional Surveyors pers i opter 5J— 17 of the Florida Admin/ e e. RONALD W. WALLING State of Florida Professional Surveyor and Mapper License No. 6473 5UR''E101<5 NOTE5. LOT APPEAR5 TO 5E SERVICED 6" CIN WATER. AND SEWER rtNCE OWNERSHIP riOT CIET-RFMNED. 30 0 15 30 GRAPHIC SCALE (In Feet) N 1 inch = 30' ft. Use of Th., Survey fa, purposes other than Intended, W thous Written Verification, WAl hent the U$P6 Sole Risk and Without Liability to the iu r veycs Nothing hereon shall be(onstrued to Give ANY Rights or Benefits to Anyone Other than those Certified FLOOD INFORMATION: POINTS OF INTEREST BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING NONE VISIBLE MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN THE VILLAGE OF MIAMI SHORES VILLAGE, COMMUNITY NUMBER 120652, DATED 09/11/09. Florida Land AFFILIATE CLIENT rIUMPER DATE 03/21/19 Title Association MEMBERS BUYER. FERNANDO YANEZ SELLER FERNANDO YANEZ CERTIFIED TO: FERNANDO YANEZ ExAtT` This is page 1 of 2 and is not valid without all pages. 1 REPORT OF SURVEY 1903.1582 1 This is page 2 of 2 .and is not valid without all pages. tMM LEGAL DESCRIPTION LOT 9 AND THE EAST 1/2 OF LOT 10, BLOCK 13, AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. mow• 00;00 • 0000•• • • • 0000•• •• •• • JOB SPECIFIC SU YOR NOTES: 0000•• Y 1 E 8, BLO 16 FE E&ICE OF SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST IS BASED ON THE SOUTHERLY PROPERTY LINE OF LOTS 8, BLO YOCATED WITHIN AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, ACCORDING TO THE PLAT THEREOF, AS RE ORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. 0 00.004111, G ENERAL SURMO OTES: the fegat0 see t. perform th,s sur ey E, suppl-ed by th rs This survey do t d.term ne or imply ownership. This s rveY y s w ements found above ground Underground footings utilities and encroachments are not located on this surrey map. 1*the a ,s a septic tank or Chainin r Id shown on Thes. survey The location is approxmiate as the loo tion was either shown to Exacta Land Surveyors, LLC. by a third party or it was brt at d by mbial d E t ;o pr big ods, and v s /al above ground insp-ron only. No excavation was performed in order to dem,rome, the e—t and a,curate Incarwr . r,s r Y- del ly le the of the pan es, whom it certified A 1drt o tl t orT`t the sur e / T p and r p t by th than the Signing party or parties -s prohibited without written consent cf the signing party or parties. en -1 feet and d rmials th roof. L e r vary'ng construction stand ds, house cineol ons are approximate. Any FEMA flood zone data contained on this survey info, informational purposes only. Research to obtain such data was performed at wwwfirma gov. All corners marked asset are at a minimum a h'diameter. 18' iron rebel with a cap stamped l8M 8291. 1c) If you are reading this survey m an electronic format, the information contained on this document is only valid d,his document is electo,okally Signed a; specified m Chapter 51- 17.062 (3) of the Flo, el, Administrative Code and Florida Statute 472 02!1 The Electronic Signature. File related ro this document Is prominently displayed ori the invoice fcr this survey which 1s sent under separate cover. Manually signed and sealed logs,f all survey signatwe fites are kept m the cfFs, of the pe,formmg surveyor. If this durum_ I., in paper format, it n not valid wirfiouT he Signature and original raised seal n# a Florida Licensed Surveyor 11 ofUnless otherwise noted, an examination of the abstract of title was NOT performed by the signmg surveyor to determine. which irutluments, If any, are affecting this property. it. The symbols refl='ted in the and cis this survey may have been emerged or reduerd for clarity The symboh have been plotted at the cNnrer of the field Io,atimo. and may not re pre se It the actu I shape or six f the feature. 13. Pant. f I te—irT OIs) are ;elected above g ound improvement which may be it, t nflict with Lo a rid a, V, budding setback or easement Ines, as defined by the parameters m this:survey ]hem maybe aciddion.) POts which are net sfr-ri, not.liEA ' ur as P_i c, or whist areotherwise unknown to the surveyor 'These Pots may not represent all teems t interest ro theaiewer. 1a. Utilities shown on tire subject property mayor may not inli, ate. the—stimce of te,orded er. ord d -utility easements. tS. the fp rt L. rico t .don ht's r ey has been performed exclusively, and is the sole r. pons b try. of Fxacra Land Surveyors, LLC:. Additional log, or references to third party finis a f infom atonal purposes only. i;. P os a m to F.S. 5F8 0035. an individual employee ,r agent map not be held indrvldually liable for negligenre. 17. House. ,nes—ernents should.:gBEbe used for new ron,loTct—or planning. Measurements should be verified prior To such activity. x e4s . .. n.... LEGEND LINmme: 5URVEYORI5 LEGEND l eYu + sAwlean:,a a,isiQ ia,., - 9LRfAfiMn:,v.ma.a. ® enTrn MArA o nucno oles avnu+rAo urTn _ OA_MorxA.,e A onTA oR,K Nr a 2MKAL AKac v wrwet A1ToaA mem cpLeaN awrertsnr wruaenwrwru o o , Q r sed, MOQp reilz a"t" - coimml ro.R Cunn."oAL'anratwAtnewaoo (G laB Cana,eTe MD,.A.ert ." LL tnr er wAlnt yiiM re!oGTO, GAIN C) CALCULATED EOW EDGEOFWATER N.TS. —.SCALE R.P. RADIUSPOfm A.E. ACCESS EASEMENT D) DEED ELEv. ELEVATION NAVDBB NORIHAMERICANVERTICAL R/W RIGHT OF WAY -AN.E. ANCHOR—EVENT( F) FIELD EM ELECTRIC METER DATUMOF1"8 RES. RESIDENCE CM.E, CANJFMAINTENANCESMT. IN MEASURED ENOL. ENCLOSURE NGVD29 NATIONAL GEODETIC RGE. RANGE CUE COUNTY UFILIP' ESMT 1% PLAT ENT ENTRANCE VERTICAL DATUM OF 1 Sol S.B.L. SET BACK LINE O.E. DRAINAGE EASEMEI,T IRI RECORD EDB ELECTRIC UTILITY 80X O.CS. ON CONCRETESLAS SC.L SURAYCLOSUREUNE D.0 IL DRAINAGE AND UnUTV ESMT is(SI SURVEY FF FIHISHEO FLOOR O.G. ONGROUND STL SURVEY ERE ME ESMT. EASEMENT B.L. ACCESSORY SETBACK UNE FOP EDGE OF PAVEMENT ORB OFFICIAL RECORD BOOK 5W SEAWALL L.E INGNE55/EGRESS E5MT. A/C AMCONRY SETBACK f/DH FOUND DRILL HOLE O.RV OFFICMLRECORDVOLUME S/GD SET GLUE DEC 1.E IRRIGATION EASEMENT BC. BLOCK CORNER FEN! END. CONCRETE MONUMENT 0/A OVERALL — SIDEWALK LA.E. LIMITED ACCESS ESMT B.FP BLOCKOWPREVENTOR HP FOUND IRON PIPE CIS OFFSET SCR SCREEN LFIE. LANDSCAPE BUFFER ESMT B.R. :ACKFGREFERENCE FIPC FOUND IRON PIPE &CAP OFF OUTSIDE OF SUBOECT PARCEL SEC. SECTION LE. LANDSCAPE ESMT BTL. BUILDING RESTNICl10N LINE FIR FOUNDIRONROD OH. OVERHANG SEP. SEPTIC TANK IFKE, LAKE OR Ln.NDSUPE BAV BAY/BOKWINDOW FMC FOUND IRON ROD &CAP OHL OVERHEADLINES SEW SEWER MAINTENANCE EASEMENT BLDG. BUILDING FN FOUND NAIL ON INSIDE OF SUBJECT PARCEL SIRC SET IRON ROD &CAP M.E. MAINTENANCE F ASEMENT BLK. BLOCK FN&D FOU ND NAIL AND DISC PBPIAT BOOK SN&D SET NAIL &USC Ru.E. PLEUE UTILITY EASEMENT BM BENCHMARK END. FOUND PC. POINT OF CURVATURE SOFT SQUARE FEET ROE. ROOF OVERHANG ESMT. ES MT BASEMENT FPKN FOU ND PARKERXALON NAIL PCC. POINT OF COMPOUND STY STORY SWE SIO(Eiek (EASEMENT CCURVE FPKN&D FOUND PK NAIL&DISC PCP CURVATURE W SEWERVALVE SWM.E. STORMWAIERMANAGEMENT C.BT. CONCRETE BLOCK FRNSPK FOUNDRAILROADSPIKE PERMANENT CONTROL POINT OB. TOP OF BANK BASEMENT CLF CHAIN LINK FENCE GARIMBMGARAGEPI. POOFINTERSECTR)N TTEMPORARYBENCHMARK TILE. TECHNOLOGICAL UTILITY 11.1CO. CLEANOUT GM GAS METER POB POINT OF BEGINNING TEL TELEPHONE FACILDES I;E. UTILIT'YEASEMENT CVG. CONCRETE VALLEY GUTTER ID. IDENTIFICATION POC POINT OF COMMENCEMENT -P, TOWNSHIP CA.' CENTERLINE ILL. ILLEGIBLE PP PINCHED PIPE TX TRANSFORMER C/P DOVEREDPORCH ( NST. INSTRUMENT PRC POINT OF REVERSE CURVATURE TVP TYPICAL C/5 CONCRETE SLAB INT INTERSECTION PRM. PERMANENT REFERENCE OR. UTILITY RISER GN CABLE EV RISER L LENGTH MONUMENT UG UNDERGROUND CH CHORDBEARING LL, UCENSEil-BUSINESS PT. POINT OFTANGENCY UR UTRUTY RISER CHIM. CHIMNEY I.S. LICENSE a - SURVEYOR PIE POOL EQUIPMENT IF A—FENCE CONC. CONCRETE M.B. MAP BOOK PG. PAGE WE WOODEN FENCE COR CORNER M.ES. MITERED END SECTION PL5 PROFESSIONAL _MD SURVEYOR W/C WITNESS CORNER CSAV CONCRETE SIDEWALK M.F. METALFENCE PLT PLANTER W/F WATER NITER OF DRAINNCRETES MES MITE ED END SECTION PSM PROFESSMNAL SURVEYOR AND WM WATER METERNALVE BOX ON DRILLHOLE MH MANHOLE MAPPER WV WATER VALVE DAV DRIVEWAY NR. NON RADIAL N RADIUS,,RADIAL ELECTRONIC SIGNATURE: In complete acc;:rdanEe with Florida Statute 411 025 and Pu nuant [u ih Alii til I1Y6 ri IT J. Slalule IIILF XXXIX, Chapter 668,,f mn ducumen, was received .1--KAy via PDF, then It has been Ia Nlty ElectroNially Signed. Therefore,11111 survey PDF If authrntlr, ¢ rnmpbrey uMrTal anH Inwmbb. M •,Pb, o-. vafMatP 1 —1, sFnol wows v—.6b.cyoumustuseanash :al<ulatm A hoc hasn eakulaturin a•niMbk fe- dcweikadm: P emem,Nsan<.kPur.i.Kr_rm>a In order m mf.d,te the Elecnon,C Signature of any tun -n POF sent via n wwsuneyst i DvWrkaadth Ib he k Oat 'kbk soft , k Inti -K ill sntml I Save the Survey PDF onto Yu Computer from www surveylcapmm ur fere, the emaR sent from Www surwy,sV, nano f.I IIA the ,yua,r B,uw,e buiiuii ,n lire upper ,Fyh. Iw,d .carne, I die Halhcakr-i ext end, ke M 1e rid /PDF Ile Hve r to iAtMCOMP3Ebnnek:we, right hard Omer of the Hash Glcubtw 4.wliµi, .&J sl Py s .lieN ,l 1 w'19n SM - 1 CZxten fur Hie wovy In th_l„b 11e. inwvrw.suru ysta scum hkh also Pnn Qa he of ht- y. S. I the40Jyl 1 3 I H 1 1" Pi it 1 oke win Sha si rveyfik t r Yt ) thPY inthe FLxh Cale bror, hen this DFIr utivrT,.ITh 40dglt uRKq f lA doe nw aKh rxertly, then in,, PDF IM, he+, ramp^red-In and R H not auihemr. PRINTING INSTRUCTIONS: 1. VVIAF. vlewmg the survey in Adobe Reader, select the Print' button under the -File" tab. 2. Select is printer with legal sized paper. 3. Under"Pant Range", dick select the "All" toggle. T Under the 'Page Handling" section, select the number of Copies that you would like to print. 5. Under the "Page Scaling"selection drop down menu, CekTct " None., 6 Undieck the "Auto Rotate and Center" checkbox. 7. Check the "Choose Paper size by PDF" checkbox. 8. Click OK to print. TO PRINT IN BLACK +WHf M- 1 In the main pont screen choose' Propemes''. 2 Choose "Quality' from the options. 3. Change from "Auto Color" or "Full Color" to Gray Scale". OFFER VALID ONLY FOR: FERNANDO YANEZ OF FUTURE SURVEYING SERVICES i ON THIS PROPERTY, : ; u$500 Offer valid for fencsta ekeouts andadd tions m the 1 Ung srrucrur my. Vaud ,nye lhebuye, as Isn dl9 fiigt._rs to EXACTA LAND SURVEYORS, LLC E. E. ,, ,a.;.p,: P. asa M& 1:336 :s.•attz 119W 6aaW2k Lakes e—.S. Ee. .brie+- It 13913 2s r ItIF Certificate Completion Miami Shores Village 1OD5ON.E.2nd Ave, Miami Shores, Florida 33138 Tel: 385-795'22O4Fax: 3O5'756'8972 Building Inspection Department Description: PROPOSED NEW MASTER BEDROOM NEW BATHROOM AND NEW KITCHEN Permit Type Building (Residential) Bldg. Permit No. RC'5'18'1702 Owner FERNANDOYANEZ Contractor CONSTRUCTION UNLIMITED GROUP Subdivision/Project Date Issued 0502/2019 Construction Type \-B Occupancy Single Family Type Square Footage 1.754.00 Flood Zone X Location If the building is located in a special flood hazard area documentation of the as-built lowest floor 142NE103ST elevation or lowest horizontal structural member has been provided and is retained in the records of Miami Shores, FL33138 iamiShoreoViUage This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the RES time ofissuance this structure in complianceitarious ordinancesof the jurisdiction regulating building construction oruse. Building Officials Approval Ismael Naranjo, CBO O^ ..a.s.v.a e POST IN A CONSPICUOUS PLACE