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RC-14-1128
Miami Shores Village 91 jib g Building Department sFP )214��J lk 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 By: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. '�--� N PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING EVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 5-l06 Ci : Miami Shores County: Miami Dade zip:7 ( � Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): M (l-"A*t - Phone#: Z-:5 zz- ~ Address: �LgO K F l r S City: 'w'`I 64IL, l y 140 State: Zip: 71 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: L41A Phone#: Address: City: State Zip: Qualifier Name: Phone#: State Certification or Registration M Certificate of Competency M DESIGNER:Architect/Engineer: ''iLI^AC-L Lo Phone#: Address: `3 r 1 SL.> > `� 5 7 City: Q & StateFL-- Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: -A b'bIF-v, N 6't I-- [A k" et ¢>a•k-j-' 1 t L S;—t Specify color of color thru tile: Submittal Fee$ 0 Permit Fee$ �� � CCF$ CO/CC$ �} Scanning Fee$ 4--1 =0(7)Radon Fee$ DBPR$ P Notary$ 57/(I U Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ CC), Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) r Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) r� Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all a 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. 4 Signatures-JSignature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of _ ,20. 141Y. by day of 20 by who is personally known to ,who is personally known to me or who has produced d���� as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: nt: �` � Notary Public Print: anna M Feliciano Seal: My commission FF 082753 Sea. Expires 01/12/2018 APPROVED BY ryV,� Plans Examiner Zoning 611('1 Structural Review Clerk (Revised02/24/2014) ti Miami Shores Village Building Department p" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: k^ tc-+-tAut__ r r� DATE:—I 1 110 ADDRESS: -Z, Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,RS 489.103(7). And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.it may not be bulk for sale or lease.If you sell or lease a building you have built yourself within one year after the construction Is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.it is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with- holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and Initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy.It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial — 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial �._.-- 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building odes, and zoning regulations. ` Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htto:/Avww.myRoOdalicense.com/dbi)r/pro/cilbfndex.html Initial �� 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Vlllage immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. r_y__-- Initials Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of ,20 _ By9O&VAZ who was personally known to me or who has Produced there License or � ����® as identification. OWNER jt&RY te of Florida RYcianoFF 05275318 Arlenis Silvera ?�C N - 112. 0 From: Hendrik DeMello <hdemello@demello-arch.com> Sent: Monday,January 05,2015 12:21 PM To: Michael Jaar Subject: RE:360 NE 103 Street Miami Shores Michael, The LC4 Post Cap is to be installed at the wood beam/wood post connection above the new opening only. Please let me know if I can be of further assistance. Hendrik S.DeMello,AIA NCARB Principal DeMELLO ARCHITECTURE Cell.954/224.2952 From: Michael Jaar[maiito:Michael@brodsonconstruction.coma Sent.,Tuesday, December 30, 2014 4:53 PM To: Hendrik DeMello Subject: 360 NE 103 Street Miami Shores Good Afternoon Hendrik, Could you please verify that the intent of detail section A1.04 on the Permitted Set of Drawings for the Jaar Residence at 360 NE 103rd street Miami Shores, FL 33138 is to have the Simpson LC4 Post Cap is ONLY to be installed at the beam header to TOP of post connection condition. Per the approved drawings,the arrow indicating the connection description is only at the head connection and NOT at the sill connection. The building inspector is unclear of the intent and is asking that you clarify where this connection happens. Please see attached pictures of what has been installed and verify this is the correct application of the detail so that I may forward him this detail and get my inspection approved. Thank you, Michael Jaar ' Project Manager Brodson Construction, Inc. 1 120 NE 271h St.,Suite 100, Miami, FL 33137 305.571.0177(direct) 1786.252.6374(cell) 1305.576.9909 ext.246(office) michael@brodsonconstruction.com ( www.brodsonconstruction.com 1 Inspection Worksheet \' U Miami Shores Village '; 10050 N.E.2nd Avenue Miami Shores, FL A0 Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-220504 Permit Number: RC-6-14-1128 Scheduled Inspection Date: October 03,2014 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Fill Cells Columns Owner: JAAR, MIKE Work Classification: Alteration Job Address:360 NE 103 Street Miami Shores,FL Phone Number (786)252-6374 Parcel Number 1132060135000 Project: <NONE> Contractor: HOME OWNER Building Department Comments INTERIOR ALTERATION Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-220436. CREATED AS REINSPECTION FOR INSP-219649. CREATED AS REINSPECTION FOR INSP-219514. Missing fill cells per drawings Missing fill cell at S.W. comer Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 02,2014 For Inspections please call: (305)762-4949 Page 21 of 29 �t MILK=. WIIIIGERTER LABORATMES, INC. 1820 N.E. 144 St,•North Miami,FL 33181. 1blephone(305)944-3401 • Fax(305)949-8698 FIELD DENSITY TESTS CLIENT: �� 6, r' .3 17;` REPORT NO: PAGE NO.: PROJECT: r r t C`r ! ORDER NO: /V Y TEST DATE: /0-" 7, P.O. NO.: CONTRACTOR: . PROJECT LOCATION:Z' G � p TIME IN: INSPECTOR:L TIME OUT: 3: 20 Description of Material: DENSITY TEST PROCTOR SUMMARY OF 'I' c t3 + aa c i , INFORMATION RESULTS Lab Field Fill Field Test Location: 1 r v 3t �L ,c: - Retest Dry Probe Optimum Marc.Dry Percent Percent No. Test# liof ft Mo(% Density Depth Lab No. Moisture DensityField Compaction St tus - , Cab No. (PCF) (In.) N (PCF) Compaction Requirement e �t..l +gin r ' 1 Wh Yellow Technician Pink-Oient F, Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-219648 Permit Number: RC-6-14-1128 Scheduled Inspection Date: September 26,2014 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Tie Beam Owner: JAAR, MIKE Work Classification: Alteration Job Address:360 NE 103 Street Miami Shores, FL Phone Number (786)252-6374 Parcel Number 1132060135000 Project: <NONE> Contractor: HOME OWNER Building Department Comments INTERIOR ALTERATION Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-219513. Nedd to verify horizontal reinforment on block Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid September 25,2014 For Inspections please call: (306)762.4949 Page 11 of 24 MEMBER: eM)E MO AMERICAN INSTITUTE OF ARCHITECTS D i ARCHITECTURE `61907 September 25,2014 Structural Building Inspector Village of Miami Shores RE: Jaar Residence 360 NE 103rd Street Miami Shores, FL. Permit No: CERTIFICATION LETTER This letter is to certify that the horizontal reinforcement specified in Section A2.03 is not required in the new 8" masonry wall as long as the vertical reinforcement(#5 in conc.filled cell) is spaced not more than 24"o/c. If we can be of further assistance, please do not hesitate to contact our office. H ndrk S. DeMello,AIA NCARB D MELLO ARCHITECTURE HDM 911 Southwest 18''Street-Boca Raton,FL.33486 Tel.954/671.0203 Fax.954/418.0022 OR Bk 29248 Ps 2013; {IRs) RECORDED 07/29/2014 12;07=12 NOTICE ®F COMMENCEMENT HARVEY AitRlTide CLERK OF COURT A RECORDS COPY MT BE POSTED ON THE JOB SITE AT THE OF FOW RMPECM LPDADS GOUidTY s FLORIDA LAST PAGE PERMIT NOF(" ��"� TAX FOLIO NO.9'"��®13—5� STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and In accordance with Chapter 713,Florida Statutes,the following Information is provided in this Notice of Commencement She above reserved for use of recordng office 1.Legal description of property and street/address. S(00 V-.S ! O2., ST- 14rA Olt_Z S vl,- T&%16 7 Description.of improvement: IILA P 3.Owner(s)name and address: D'c a t- t. +� � �e Pc. �, .6 cses 3z,13e Interest In properW. "*"r— Name and address of fee simple titleholder s''' 4.Contractor's name,address and phone number. c a t't'C. to�K, a .a V4, 3,3®3s 5.Surety:(Payment bond required by owner from contractor,if arty) Name,address and phone number:_ Amount of bond$ 6.Lender's name and address: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(ixa)7.,Florida Statutes, Name,address and phone number. f—I"r S.In addition to himself,Owners designates the foliowing person(s)to receive a copy of the Lienorls Notice as provided in Section 713.13(1)(b),Florida Statutes. I PC Name,address and phone number: �' 9.Expiration date of this Node of Commencement: (tts wq&aWn date Is 1 year trwn the date of recwdine unkm a different date is spwAedl WARNING To OWNER:ANY FAyMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED IMP'ROP'ER PAYMENTS UNDER CHAPTER 713,FART 1,SECTION 713.1&FLORIDA STATUTES,AND CAN 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 EY BEFO CING WORK OR RECORDING YOUR NOTICE OF COMM Signature(s)005 s) tt w Prepared By Print Name 4-o l.cA NeGm, '3' bOAI— Titie/Offlce STATE OF FLORIDA p COUNTY OF MIAMI-DADE The f ging instrument aco3owiedged before me this day of ®d ndividually,or 0 as 340'ersonal y known,or ®produced the following type of kation: Signature of Notary Public: MARIA T Print Name- " -I--(SEAL) .0 Notary Public-State of Florida �.c-o.ro..av a..we PURSUANT TO SECTION a ORIDA STATUTES =zr, � Comm.Expires Apr 20,2016 ss- - •ry;� ��N;.• Commission#FF 097596 Under penalties of perjury,I declare that I have read the foregoing and that the facts stated in it are true,to the best of my knowledge and beifef. Si s �OwnsAuthor�lz �/Dlreotorfflarhw/Manager who signed above: 120_01-52 res snz { Miami Shores Village 0 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 JUN O 2014 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 kC) BUILDING Master Permit No.l "I PERMIT APPLICATION Sub Permit No. BUILDING M ELECTRIC ROOFING REVISION EXTENSION RENEWAL PLUMBING MECHANICAL [:]PUBLICWORKS [:] CHANGE CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: i "' 3��� D1�� 50� Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction TypeCf-.,S- Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): (111 -L- Phone#: `+I 252_(0-Rtf Address: `?AZP Nf City: 0-1140"1 State: . Zip: Tenant/Lessee Name: N Phone#: Email: CONTRACTOR:Company Name: Phone#: Address: City: -State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency M DESIGNER:Architect/Engineer: T_-)i_r''�SL_L_0 Phone#: 91 &-+k 0Z0,5 Address: i e %L"J IS' 5T_ City: <jWTaQ State:*L- Zip: 3944130 value of Work for this Permit:$ 1-4-. 000 Square/Linear Footage of Work: Clc-A) Type of Work: ❑Addition M, Iteration ❑New Repair/Replace demolition Description of Work: e-1 T"L-I- EA%J '0&3'tA-441(SV%/ �1.1✓P�e ( j✓4F ;+�/� `"b aL,�5 tom_ �23cw•�� �- �` .L J' Sped fy color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ ) . 1 Bonding Company's Name(if applicable) lv 1 Bonding Company's Address '} A City State Zip Mortgage Lender's Name(if applicable) VJ kv� Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 qpppved and a reinspection a will be charged. 0�7 Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me thiso2 P day of 20/1/,bytJ4Q day of ,20 J by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print, Print: • �d�,►Y O���I,•• IA T.DIAZ My Com %Mary public-State of Florida My Commission Expires: s my Comm.Expires Apr 20,2019 �•:; �tea.•• Cormeission FF 09759 7VPIans APPROVED BY Examiner Zoning AStructural Review Clerk (Revised02/24/2014)(Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) logo nu. Miami shores V Building Department �tpR�► 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.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company. Therefore,you may be personally liable for the worker compensation injuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Contractor Print Name: I ��"�Art, Print Name: Yh !C,6.4 Art'(,-�11o.,hAeL Signature: Signature: State of Florida) State of Florida) County of Miami-Dade) County of Miami-Dade) Sworn to and subscribed before me s Sworn to and subscribed before me this,.W day of day of B r �•``,,,r n ��• MARIA T DIAZ B ! roi r o'�i•� MARIA T.DIAZ y �id8 y otidi 1 Co .Expires Apr 20,2018 'N, MY Comm.Expires Apr 20.2018 ids nan (SEAL) is ion 975N (SEAL) .,, F,OQ`•' T e of Identification T e of Identifica a Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 a Tel: (305) 795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: L a 1p{. , 7?VO4A- DATE: I I WO—L-ADDRESS: low ` 5;v" Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,RS 489.103(7). And I have read and understood the following disclosure statement,which entities me to work as my own contractor,I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction Is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.it is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.CA and with- holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings odes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial On 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy.It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial o 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowners insurance may not provide coverage for those injuries.I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial tM 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or httn:/Avww.mvfloddalicanse.comtdbar/oro/Cilbfndex.htmi Initial T 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the foliowing address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me thisday of M&J 20 By MI 6 A&I2 ! �,/aaiY who was personally known to me or who has Produced there License or as identification. e�000' �� rkk�_ —OWNER NOTARY M RIA T.OIAZ ` Motu bilc-State of Florida My Cow.Expires Apr 20,2016 s�: ,CW Comission a FF 097596 Miami shores Village ami Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SURVEY AFFIDAVIT STATE OF(FLORIDA) COUNTY OF(DADE) The undersigned Affiant, t L 7 b�C— ,does hereby attest that (Property owner) The attached survey,performed by r-r7�� y�''^I"`�t LLL (Name of surveyor's company) For address: 3(66 wc----1 o3t' S.-Jk X-11 Performed on Z-y (4 (date of survey)is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner,further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. ,,CM!say,gtau t. i BL.. tel_ Property Owner Signature Property Owner Print Name . SWORN TO AND SUBSCRIBED before me this ,Z t ay of �a� Affiant is✓personally known to me,_produced as i tification. MARIA T.OIA2 •Slee of N ary Revised on 5/22/2009/Revised on 6/121) a, My Comm.Expitea Apt 9 2018 "'•;;F�,�do• Commission#F FF 097596 FORM 40 10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation- Residential Performance Method Project Name: Michael Jeer Residence Builder Name: Sheet '360 N.E.103rd Street Permit Office: Mlami Shores City,State,Zk Mini Shores,Fl Permit Number: Owner. Michael Jaer Jurisdiction: 232800 Design : FL,Miami 1. New construction or existing New(From Pieria) 9. Waft Types(1320.0 sgfL) Insulation Area 2. Single family or multiple family Single-family a.Concrete stoat-lid Insult Exterior R=4.2 1128.00fF b.Concrete Block-Int insul,Exterior R=4.1 192.00 fF 3. Number of u its,if multiple family 1 c: N/A R= W 4. Number of 2 d.WA R= ft 5. Is this a caw? 10.Calling Types(1500.0 sgfL) insuletion Area a.Under Attic(Vented) R=30.0 1500.00 fe 6. Conditioned area above grade(ftp 1500 b.NIA R= fF Conditioned area below grade(W) 0 . WA R= fte 11.Ducts R it' 7. Windows(1 .0 sgfQ Descr%)fion Area a.Sup:Attic,Ret:Aft AH:Main 6 87 a. U-Factor. Dbl,U=0.65 92.50 ft' SHGC: SHGC=0.30 b. U-Factor: Dbl,U-0.85 79.50 ft' 12.Cooling system kstu/irr Efficiency SHGC: SHGC=0.50 a.Central Unit 26.9 SEER16.00 c. U-Factor N/A ft$ SHGC: I&Heating systems kf#u/hr Efficiency iiency d. U-Factor. WA ft' a.Electric Strip Heat 27.7 COP-1.00 SHGC: Area Weig Average Overhang Depth: 4.433 ft. Area Weigh Average SHGC: 0.392 14.Hot water systems S. Floor Types 1500.0 sqR) insulation Area a.Electric Cap: gatbrai •.*W.0.920 a.Slab-O Edge Insulation R=0.0 1500.00 fly b. Conservation features • • ••090* ••.•••• b.WA R= W None •••• i •••• •• c.N/A R= ft$ 15.Credits •••••• •••• i P�•••i• GlassJFloor 0.115 _I Total Proposed Modified Loads: 39.02 • Area: •••••• Total Standard Reference Loads: 56.00 .... . .. ..... 1 hereby certM,that the plans and specifications covered by Review of the plans and. ...... �� .' this calculation are in compliance with the Florida Energy specifications covered by this ; ' a •• Code. calculation indicates compliance . g� !� with the Florida Energy Code. •..• +r�, PREPARED Y: Before construction is completed DATE: this building will be inspected for compliance with Section 553.9W , I herethat this build' Florida Statutes. by building,as:�gned,is in compliance with the FWd a Energy Cade. , OWNER/AG:-NT: BUILDING OFFICIAL: DATE: DATE: - Complianco requires completion of a FWda Air Bawler and Insulation Inspection Chec.Wlst -Heat sys#1 may be undwsb a&Size of 17.7 was Increased to 27.7 for simulation.Please review the Manual J6 report.-Heat sys #1 may be un JersketL Size of 27.7 was Increased to 27.7 for simulation.Please review the Manual J8 report.-Cool sys#1 may be understzed.Pbs of 17.5 was Increased to 26.9 for simulation.Please review the Manual J6 report. i 5/2212014 9:1 AM EneWGauge@ USA-FWt9sM10 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Michael Jear Residence Bedrooms: 2 Address Type: Street Address Building Type: User Cond<tfonad Area: m Lot 0 owner Michael Jear Total Storm: 1 Bbck1SubDivislon: #Of Unhs: 1 Worst Case: Na Pic: Builder Name: Rotate Angle: 0 Street 360 N.E.103rd Street Permit 0111109: Miami Shores Cross Ventilation: County. Dade Jurisdiction: 232600 Whole House Fan: City,State,Zip: Miami Shores, Family Type: Singie-fbnNy Fl, New/F : New(From Plana) comment CLIMATE IECC Design Temp Ird Design Temp Heating Design Daily Temp Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range Miami FLLMiAW INTL-►P 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blodc1 16W 12000 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Mill ID Finished Cooled Heated 1 Main 1500 12000 Yes 3 2 1 Yes Yes Yes FLOOR$ # Floor Type Space Perimeter Ft-Value Area Tile Worm Carte 1 S e Edge insuiatia Main 179 ft 0 15001t' •0***•0 1 ROOF 000 • Roof Gable Roof Solar SA seettt Emill Deck:• # Type his Area Area Color Absor. Tested•••• f••••.Insul. 1 Hip Composition shingles 1625 its 0 its Medium 0.96 No,. •.b.9 Nb. • 30 •. 66. ATTIC • • # Type Ventilation Vent Ratio(1 In) Area RBS IRCC ••i• 1 Full attic Vented 300 1500 fls N N CEILING # Calling Type Space R-Value Area Framing Frac Truss Type 1 under Attic(Vette) Main 30 1500 its 0.11 Wood 5!2212014 9:1,1 AM EnergyGaugeO USA-F1aRes2010 Section 405.4.1 Complant Software Page 2 of 5 WALLS qdjaceM Cavity Width Height Sgtiting Fr mft Solar id _ 1 N Exterior Concrete Block-Int Insul Main 4.2 10 8 80 fe 0 0.75 _2 N Exterior Concrete Block-int Insuf Main 4.2 14 6 8 lisfe 0 0.75 0 _3 N Exterior Core Block-Int Irtsu! Main 42 24 6 8 19611• 0 0.75 0 _4 E f Exterior Concrete Block-Int Insul Main 4.2 51 6 8 412 f1' 0 0.75 0 5 S Exterior Concrete Block-Int Insul Main 4.2 10 6 8 84 fly 0 0.75 0 -6 S Exterior Concrete Block-Int Insul Main 4.1 13 8 104 ft= 0 0.75 0 7 S Exterior Concrete Bleck-Int Insul Main 4.2 14 6 8 116 fta 0 0.75 0 _8 w Exterior Concrete Block-Int Insul Main 4.2 15 6 8 124 ft$ 0 0.75 0 9 W Exterior Concrete Block-Int Insul Main 4.1 11 8 Be fts 0 0.75 0 DOORS # Omt Door Type Space Storms U-Value Wkhh HeIgtvt Area Ft In Ft in 1 N Wood Main None 0.46 2 6 6 8 16.666 WINDOWS Orientation shown Is the entered orientation. ✓ wan yang # Ornt 10 Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 2 Metal Double(lingo Yee 0.85 0.5 30 fe 7 ft 0 in 6 ft 0 in Drapesiblinds None 2 N 2 Metal Double(Tutted) Yes 0.85 0.5 19.51#- 7 it 0 in 8 ft 0 in Dmpes&Hnds None 3 N 3 Metal Double(fint4 Yes 0.85 0.5 30 fP 2 it 0 in 6 ft 0 in Dmpe&tHnds None 4 E 4 Metal Double ffinted) Yes 0.65 0.3 16 ft's 2 ft 0 in 5 It 0 in Drapes/blinds Norte 5 E 4 Metas Double Crhtted) Yes 0.65 0.3 9 ft= 2 ft 0 in 4 ft 0 in Drapesibiands None 6 E 4 Metal Double(tinted) Yes 0.65 0.3 24 fl' 2 ft 0 in 5 It 0 in Dmpwdb Ms Norte 7 S 5 Metal Double(Tutted) Yes 0.65 0.3 19.5 ft' 12 ft 0 in Oft Ohl. Dads W~.• •• • •••• • 8 IS 6 Metal Double{Tinted) Yes 0.65 0.3 12 ftp 1 ft 0 In � Q�3• Droprods ••Nw • 9 S 7 Metal Double(Ting!) Yes 0.65 0.3 12 fl• 1 It()In S ft 0U• DmpmVIrW9 None . GARAGE •••• •••• ••••• # Floor Area Ceinng Area Exposed Wan Perimeter Avg.Wan H ftht •• VO fi'18y&tkm •...•. • 1 337.5 f 337.5 f12 52 It 8I 3 • •0 INFILTRATION i • • • i•••• • # Scope Method SLA CFM 50 EDA EgtA ACH AOI 50 1 Wholshous a Best Ghees 0.000500 1967.2 108.00 203.10 0.3450 9.8363 5122/2014 9:11 AM EneroGa USA-FWUs2010 Section 405.4.1 Compliant Software Page 3 of 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Eteotrro Strip Neat None COP:1 27.7 kBtu/hr 1 sy8#1 COOLING SYSTEM # System Type SubMw Efficiency Capacity Air Flow SHR Block Duds 1 Central Unit None SEER:16 28.9 kBtu/hr 807 chin 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap use SetPnt Conservation 1 Electric Norte Garage 0.92 30 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert P Company Name System Model# Collector Model# Area Volume FEF Noni None fe DUCTS —Supply— —Return— Air Percent HVAC# # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF Heat Cool 1 Attic 6 87 ft2 Attic 2 ft2 Default Leakage Main (Default) (Default)% 1]TEMPERATURES C"ono"fiqnngg H JJaaann H FFeebb WMMaarr WApr ]May Jun Jul A:u:g O0ccttI Nov Programable Thenn�Y Ceiling Fans: VHen Feb z t Jun nJul n n w HThermostat ue: HERS2008Referenda ours • • •Schedule Type 1 2 3 4 5 6 7 8 9 10 + : 1� Cooling(VVD) AM 78 78 78 78 78 78 78 78 080000 80 • •80 • PM 80 80 78 78 78 78 78 78 ZS.. 78 ....78 :7800: Cooling(WEH) AM 78 78 78 78 78 .78 78 78 yS 0 0 78'9 0 0••78 •as•• PM 78 78 78 78 78 78 78 78 +z$..0 7800 .78 • •0• Heating(WD) PQM 68 68 68 68 68 68 68 68 4--* X•0 0 68 0 0 66 860 0 Heating(WEH) AM 66 68 66 66 66 68 68 68 +68" • 680468 •680 i• PM 68 68 68 68 68 68 68 68 68 68!***" 66 • 0000•• •• • 0000 • • • 0000 i I i li i 5122/2014 9:11 AM EnergyGaugae USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-1 0 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method E DRE : 360 N.E. 103rd Street PERMIT# Miami Shores,FI, i MANDATO Y REQUIREMENTS SUMMARY-See Individual code sections for full details. COAAPONONT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked,gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283.Windows and doors=0.30 cfrn/sq.ft Testing or visual inspection required. Fireplaces: gasketed doors.&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Therm & 403.1 At least one thermostat shall be provided for each separate heating and �ntrol cooling system.Where forced-air furnace is primary system, Pool' programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts,air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. Y 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers.Comply with of iiciepcies in'... • ••• Table 403.4.3.2. Provide switch or clearly marked circuli Water ... (electric)or shutoff(gas).Circulating system pipes insulated to=R-2••' : ... +accessible manual OFF switch. 6040* • Mechanical 403.5 Homes designed to operate at positive pressure or withlpgosnicai• • ventilation ventilation systems shall not exceed the minimum ASHM62 leve{,. .;. • No make-up air from attics,crawlspaces,garages or oui 8weadjacbrit•. ... . to pools or spas. Swirriming Dols 403.9 Pool pumps and pool pump motors with a total horsepower{i-1P)of '1"' • . &Spas' HP shall have the capability of operating at two or more . Spas •• :"' and heated pools must have vapor-retardant covers or a liquid coverer• other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required.Gas heaters minimum thermal efficiency=78%(82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Codi ting 403.6 Sizing calculation performed&attachT. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required.Special vll� occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Call! wails 4052.1 R-19 space permitting. I I 5122/2014 9:11 AM EnergyGauge®USA-FW;WM10 Section 405.4.1 Compilant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 70 The lower the EnergyPerformance Index,the more efficient the home. 360 N.E. 103rd Stmt, Miami Shores, FI, 1. New construction or exedng New(From Plans) 9. Wail Types Insulation Area 2. Singe family or mine family Single-farm�y a.Concrete Block-int insul,EAerior R=4.2 1128.0 its b.Concrete Block-Int Insul,Exterior R-•4.1 192.00 its 3. Number of units,If multiple family 1 c.WA R= fls 4. Number of Bec rooms 2 d.WA R= fe 5. is this a worst 7 No 10.Ceiling Types Insulation Area s.Under Attu(Vented) R--30.0 1500.00 its 6. Conditioned ffc or area(110) 777 b.WA R= fe 7. Windows" DesplpBOn Area c.WA R= fts a. U-Faclor Dbl,U=0.65 92.50 W 11.Ducts R fe a.Sup:Attic,Ret Attic,AH:Man 6 87 SHGC: SHGC=0.30 b. U-Factor. Dbl,U=0.85 79.50 fe SHGC: SHGC--0.50 12.Cooling systems kBbAr EfCrcency c. U-Factor: I WA fe a.Central Unit 26.9 SEER:16.00 SHGC: d. U-Factor: WA fe 13.Heating systems id3kdhr Efficency SHGC: a.Electric Strip heat 27.7 COPA.00 Area Weighted Average Overhang Depth: 4.433 ft. Area Weighted Average SHGC: 0.392 8. Floor Types Insulation Area 14.Hot water systems Cap.30 gallons a.SIW>.O Gr Edge Insulation R=0.0 1500.00 W a.Electric EF:0.92 b.WA R= ft2 a WA fts b. Conservation features c R= None 15.Credits ••••• •••••• I certify that this home has cxmtpled with the Florida Energy Efficiency Code for Building •••••• •••• Construction through the above energy saving features which will be Installed(or exceeded) •...• .... in this home bel ore final inspection. Otherwise,a new EPL Display Card will be completed •.. :••' based on instafi 3d Code compliant features. •• „� r- • I • Builder Signature: Date: + ' - •%• Address of NevHome: City/FL Zip: ••••• *Note: Th s is not a Building Energy Rating. If your index is below 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 c ir see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Budding Code, Energy Conservation,contact the Florida Building Commission's support staff. --Label 4ired by Section 303.1.3 of the Flora Building Code, Energy Conservation,if not DEFAULT. EnergyGouge®USA-FeRes2010 Section 405.4.1 Compliant Software N.L '103rd snt T _ _ BOUNDARY SURVEY — — — 't75 R/W (24' ASPHALT) g rd FOP.V2' 74.88'(Y) NO IA. —7,— F 1 NO I NO .. NO jf z w I v 4a 4L18 ao w Q3 a LEGAL DESCRIPTION.• y � I \ no iaa LOT 5 AND THE EAST V2 OF LOT 9,AMENDED PLAT OF MIAMI a I F4 SHORES,SECTION NO.1 ACCORDING TO THE PLAT THEREOF, I w 254DVERED •1' AS RECORDED IN PLAT BOOK 10,PAGE 70,OF THE PUBLIC o W I Poaa4 RECORDS OF COUNTI',FLORIDA. I� j so I RESMCE � LOT 4 CER77FIEDTO., I� z I Aeo ^�C BLOCK 37 MK HAEL JAAR 12.7' I COMMUNITY NUMBER:120852 n PANEL''0302SUFFIX:L U e * FLOOD ZONE:X m 4.1 d taY FIELD WORK 320•2014 $ I co I TW E 1/2 I PROPERTYADDRESS. < � I F OF LOT 6 I 360 NE 103RD STREET o I LO�, iLOT5 MIAMI SHORES,FL 33139 pd BLOCK 37 (INCLUDED) I SURVEY NUMBER:202419 t � A M o -- ---«s'—'T' ar �oC. I °x zoez•YYi X91 'wrreo n F Nena� ea m" "nara s _ irIR s — — — ————— ——— ———————— P�: D— 75 00' b1 AND cross 7s:smm Lor we d V (ASPHN.T) '�.♦£ - ^ FJP.t 15L ALLEY R/ — no 1 AI LEaUV SOWDOIIPfA7Y WBr0n9 ff • •• • • AfOTE3 0 � mmaraseramava�Furawe�aemw�aeason�em�sros� n•ua•� r�wor ® rsaronms n�Frat •• • n aNar0 9J fA O®PoRNOI�BOFPo01Bik3RFn610ArCN6dt0!/®lB�t'B®f78YBfl:AmT ym • • • • • • • 8� HEYAUMP91014'HARE895WIAC71At VAL%1EMOR AVM .j 4) NNLLMA1¢rON&ff.CECFWVAUAWAOENOYTOSEL4$WW%L�6f/tlW7 Lfiq •• • • • •• g� ffiWWfiffBM=T0LWAVlMA6aR3-1 07 a..YV=Ee MSARELOLNTLO. PAGE!OF 4�wsolFBsraM'Y8(1RAABC rraTxwxAYEL+�4FxQl lrmr04 c7EAfd rRLfA4lRATE/�AT IG9LE71�vAll iL '+ BPROYB®YISAAlmORLOTLOlEB.Orate LX8f3,�6XlIBO7/NLQMlRCE r/ffLal%BOYOFT/ff8d9701�O90rEOdCNIDA79RA76 U-j AC AROCAMIM? AE DRUMMMeff OR OW DmVEWAY l�llPjpl� EY WFPX PALd41fR•KALLbYAWR AAL BL3JpMAK A L�rMAAN TA X FESAfh96fID�• PFOLr8aW PL7. PALS Pa POOYTOFCWAlXmLS/RYA710sff Aw A0170 WAYLJLE LAA�4(,'AEA/AIAIHYA NA88� P.OP. PHMAilA097L10N7AD<POOYI P.O. PlMNfOFlX/RYATL67E RAN Rai/fOFYYYCSLIH88ff CJL 7EIlaA9®VT FP. FLOOR FGAL L ? ADAIRA= PRY PBUAAAA3tTRSW Rr-MWY.O1? PRO. PWOFREYER OAM R7! RAOSBPOOO' O4 am7® 08 OH•BQOX FUR. ;a:mPPE FlJ; H(WRO• • •• •R NOTrOMMLE 0 PLAT P.T. PWOFTANSOVY 9m SETAdMrRODSCAP CNV CARES a ORDHV FR FLTOb L • • • • aq%wAEcaws PA PUTS= P.P. POMME IH. nX6W 1EEFACL= CA CArLMLsm ENT EUB�Yf ® NHL • ••LAE ACCl�.4f.AS91®YA• RL OYMEWLOW P.aa PwoFwisw1IXO • PA�t7YCORASt MAI n300bARYBBW9L94NWf DR AMYL ROLE EOW. EOECFWAIHI W.O W7AES.SO91s0118r• 6LR ORA OFFO7AL WX A= P0WTCFC0M0 %fT PO.E ROCFOYBNWE4689NT T.O.A M FBAW N RADlgt 04 CHM AE AAVHW6LgNW ® COMWAREA ® COMM f4- WOOOFBY -�# AWTALANX OF UISL7YEASFJfBYT • • • ••• • • • • R = t MIAMI•DADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINIS`T'RATION DIVISION T Mo 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE.(NOA) www.miamidade m"O onomv ES Windows,LLC 10653 N.E.Quaybridge Ct. Miami,FY.33138 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). j This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/ar the AHI(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to 'perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series 142000/2050"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W03-75,titled"Series-2000/2050 Alum.Horiz. Sliding Wdw. (L M I)',sheets 1, 1.1,2 and 3 through 9 of 9,dated 08127/03,with revision G dated 05/15/12,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,PJ;.,bearing the Miami—Dade County Product Control Renewal 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 ••••0 000000 LABELING: Each unit shall bear a permanent label with the manufacturer's Lame or logos:*- state, model/series, and following statement: "Miami Dade County Product Control Apprgy441I,unlea tklyerwise...:. noted herein. "00:0. • • RENEWAL of this NOA shall be considered after a renewal application has be%4&d and tliftTs been • no change in the applicable building code negatively affecting the performance of thl9fffbduct. 0000 00:00• •y••• TERMINATION of this NOA will occur after the expiration date or if there has gcg*Jrrevis�n'Qs*ahange-"•••• in the materials,use,and/or manufacture of the product or process. Misuse of this.»"as an endorsement •, of any product,for sales,advertising or any other purposes shall automatically terar nW this WA 2. ailure••••' to comply with any section of this NOA shall because for termination and removalpf 11041. • " • ADVERTISEMENT: The NOA number preceded by the words Miami Dade"County, flggda, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its- distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#12-0223.46 and consists of this page 1 and evidence pages E-1,B-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.13-0617.28 M I .I NTY Expiratton Date: November 06,2018 143 Approval Date: September 19,2013 Page 1 RS Windows,LLC,. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-0910.02) 2. Drawing No.W03-75,titled"Series-2000/2050 Alum.Horiz.Sliding Wdw.{L.M.I)", sheets 1, 1.1, 2 and 3 through 9 of 9, dated 08/27/03,with revision G dated 05/15/12, prepared by Ai Farooq Corporation,signed and sealed by Javad Abroad,P.E.. (Submitted under previous NOA No. 12-0223.46) B. TESTS 1. Test reports 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 20194 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, per ASTM F 588404/ 07 and per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5811,dated 02/16/09,signed and sealed by Michael R.Wenzel,P.E. (Submitted under NOA No. 09-1008.06) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 20294 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 24394 6) Forced Entry Test, per ASTM F 588-04/.IV.ppd pet.FB(: 2411...:. 3.2.1,TAS 202 94 • 0000.. along with marke -w drawings and installation diagram af•a•�orizwtNl:Slidin window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports Nb''• •:099 0000.. .. . 00000 FrL-5338 and FTIr-5475, dated 01/17/08 and 12/20/07 *.W.Avely,;slg l and... sealed by Carlos S.Rionda,P.E. •. (Submitted under previous NOA No. 08-052 7.13 and 07 0925.13) •" . . • 0000.. • 0000 Manuel P P.E. Product Control miner NOA No.13-0617.28 Expiration Date: November O6,2018 Approval Date: September 19,2013 E-1 ES Windows.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 3. Test reports 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, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FT1-3809 and M,3804, dated 06/16/03 and 05/15/03 respectively, revised & reissued on 08/10/06,all signed and sealed by Joseph C.Chan,P.E. (Submitted under NOA No. 03-0910.02) C. CALCULATIONS 1. . Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al-Farooq Corporation, dated 05/03/12, signed and sealed by Javad Ahmad,P.E. (Subrttdtled ander previous NDA No.12-0223.42) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No.11-0624.02 issued to E.I.DuPont Dt~Neffiours .f re.,Ince•�;; for their"DuPont Sentry t;lass®.Interlayer"dated 05WI0,c9Au�ng on 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont A�ours&Co.,Ince�••• for their tT Pont ButaciteO PVB Interlayer"dated'04/11AT, -ring oh- 1/16.••:••. ...... .. . ..... F. STATEMENTS •' " 0• • 1. Statement letter of conformance, complying with FBC 201x,*;Q of no faancial ••• • interest,dated 12/08/11 and 06/05/13,signed and sealed by Javed Abmad,VT.'•• ....: (Submitted partladly uftder preWous NOA No.I2-0223.46) • Manuel PeA P.E. Product Control finer NOA No.13-0617.28 Expiration Date: November 06,2018 Approval Date: September 19,2013 E-2 ES Windows.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUMMED F. STATEMENTS(CONTINUED) 2. Distributor Agreement, dated 10M/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Submitted partiatiy under previous NOA No. 12-0223.46) 3. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P.E. (Subgitted under NOA No. 09-1008.06) 4. Proposal No. 09-1583 issued by Product Control,dated 11/23/09,signed by Jaime D. Gascon,P.E. (Subtnitted under NOA No. 09�-1008.06) 5. Laboratory compliance letter for Test Reports No.'s FTL-5338 and X475, issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/24/07, signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOAAIs No.'s 08-0527.13 and 07-0928..13) 6. Laboratory compliance letter for Test Reports No.'s FTL-3809 and FTL-3804, issued by Fenestration Testing Laboratory, Inc., dated 06/16/03 and 05/15/03,revised &reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and seated by Joseph C.Chan,P.E. (Submitted under NOA No. 034910.02) G. OTHERS 1. Notice of Acceptance No. 12-0223.46, issued to ES Windows, LLC, for their Series "2000/2050"Aluminum Horizontal Sliding Window-L.M.I., approved.on-OV24/12 and expiring on 11/06/13. •••• •••• • .... • . ...... .. . ...... ...... ...... .... .... . . .... .... ..... . ...... .. . ..... • • • a j Pk,--120 Ar Manuel r ,P.E. Product Contra Ener NOA No. 13-0617.28 Expiration Date: November 06,2018 Approval Date: September 19,2013 X-3 . . ... . . . .•. .. .. • . . .. .• - . . ••• . . . . ... I � I ' .. • • ILLS • • �� • ' 8'BWAX. • • •• • • • • • � 10'ril01 1111T SE 1{1fED ' Or FIEAD • • • � • . . • • • •�• ••BEAD • 11 y 1t • 7 1� C • • • y zo i 9 Q a tl 33 1/2' 33 3/r 33 I/2' &L.ORL D.L CP& &L u � g 37 S/a 37 0/r L vENIU SAL ELEVATI� 8l0bES 2000 ' I WINDOWS ARE RATED FOR SHUrrERs NO tAF do SAL kOSSpE 6dPACV. W 76 SUM-2000/M50 ALUM BOHM, 810MG YrI Wff DEM LOAD RATINGS FOR IN=WINDOWS TO BE AS PER C.HARYS SHOWN ON SHEER 2 &3 APPROVAL APPLIES TO SINS£UNITS Olt SIDE BY SIDE COMOMTOM OF KR/ L OR RLR.WM OTHER WINDOW TYPES IN MODULES OF TWO OR MOM W94DOM USING MIAMI-OADE OOUAOY APPROVED MULLIONS IN BEIWrM LOWER DESIGN PRESSUK FROM WINDOWS OR MULLION APPROVAL.WILL APPLY m ENTIRE SYSTEM. Do mmer No Em FL0P= �cmswu HI vemY movw0.NE zm LARGE Bl[t,'31LE IMPACT 1YDO0 BUt2(9 81f OWtdERB,MUST BE ANCHORED PROMY TO TRANSFER r LOADS m" STM ANCHORS SHALL BE AS LISTF0.SPACED A$ffi�WW1 CW OETAILS,ANCHORS I� a L maw' RiODIN'Pl BENT m BASE MATERIAL MALL BE BEYOND WALL OR sn o 11A. �" af Flom ANS OR LOADING OOP110NS NOT SHOWN IN THESE DETAILS ARE 10001=105VISM ' Aagq No NOT PARI OF UM APPMML w wml0ooraft ! 0aa A LOAD WRATWON DDS IS WLREO NI OESEiFI ANCHORS INTO YlgDO ONLY. BugdftI`Z� -- tip tltOtsln9 ero. MATH"0iC1ARM BUT N0T 1p0W m Sl=A $VtVlj�THAT 3 W03-7$ COME INTO CONTACT Willi OTHER OAR MALL THE Rl=t0=M Of THE FLDIM BLOC.CODE SEMO1 200BA4. eheaL . ... I 's 1/8'ANN.Gas I/6"HEAT stlmft GAss . .. . • • ��••� • .. t;uxatE � •• • Comm•' • •••• •••• •• off ' air BY 1mr 1/Baz am 1/atASTtb.tBass aea , gAm a i 6/18' Imo. GTS 7/16" LAM. GLASS � ALT. GLAZING OPTIONS i SQUARE GLAZING STOP CAN BE USM MATH ALL GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPES SHOWN ON THIS SHEET. 1/B'ars/.atAss t/s'Hfla STttEnPG.mass i� Geo^K Aw TNiB LVM ;L&IVME PMB et''GtMW eUman Pa BY'"Dmr 1/8'ANN.MASS 1 2E f /a'HEAT sBaErtb.mass SMICUME DOW COMM M m Wil GLASS TYPE '8' GLASS TYPE 'a1' 3/18°R K am 8/J8'Wff SMEWL MASS a/sQt°tE/a shift GLASS .ala'1N RAYER AGO" .aro'G FULA MR Sfi111RYaAs BY'WpGNt' t m BY,mmr SENTw"of V~ 3/18'AWL GASB 1/e"HEAT SITG•M am 1/8'IEAT ffflo 4 GLASS �$ Utitlt ;'sB 0 71rolE Tea :• '. mean Y11d 03 75 GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' ' ,1 . ••. 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R �3 �y drawing rro. flM MY& Raaf � W03-75 sireat of MIAMa MIAMI DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)313-2590 F(786)315-25" NOTICE OF ACCEPTANCE(NOA) yyww mlamldade.gov/economv ES Windows,LLC 10653 N.E.Quaybridge Ct. Miami,FL 33138 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. ff 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"1500"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W03-57, titled "Series-1500 Aluminum Fixed Window (L.M.I.)", sheets 1 through 7 of 7, dated 07/31/03,with revision E dated 12/09/11,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami Dadc County Product Control Renewal 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 6666 LABELING: Each unit shall bear a permanent label with the manufacture�"s pmg or logCill?, statq„•. model/series, and following statement: "Miami-Dade County Product Control A eg", unlm.ohmv ise •' noted herein. 6.0.0• '..' i 6 0 6.i 6 RENEWAL of this NOA shall be considered after a renewal application has beW MW and therd has beet....: no change in the applicable building code negatively affecting the performance oftl11)jeduct.•000 0.6..• TV11MI NATION of this NOA will occur after the expiration date or if there hasbwn a revision or change.:..' in the materials,use, and/or manufacture of the product or process.Misuse of thisAa as ate endAcmcrtt•••;• of any product,for sales,advertising or any other purposes shall automatically Ug""this NOA.Failure •. to comply with any section of this NOA shall because for termination and removat of NOA. :6 6 6:6 000000 ADVERTISEMENT: The NOA number preceded by the words Miami-Doge.46junty,�FIWda, anal•••.•. followed by the expiration date may be displayed in advertising literature. If any portion ofAs NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#12-0223.41 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.13-0617.26 Expdratlon Date: November 06,2018 F t, Approval Date: September 19,2013 eJ rage 1 ' E ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-0910.0X) 2. Drawing No. W03-57, titled "Series-1500 Aluminum. Fixed Window {L.M.I.)', sheets 1 through 7 of 7, dated 07/31/03, with revision E dated 12/09/11, prepared by Al Famoq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted underprevious NOA No.12-0223.41) B. TESTS 1. Test reports 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 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FrL-5339,dated 02/11/08,signed and sealed by Michael R.Wenzel,P.E. (Submitted under NOA No. 08-0417.06) 2. Test reports 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 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5054,dated 10/03/06,signed and sealed by Edmundo Largagspada,4.,K:• 6096:0 (Submitted under NOA No. 06-0308.05) ... ' 6666 • 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94••••• 909:06 ••' : ••••:• 2)Uniform Static Air Pressure Test,Loading per VBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-.14". ...• 4 e Missile Impact Test FB TAS 2$j;-A. 0 p 1�' �, 5)Cyclic Wind Pressure Loading per FBC,TAC201 94 : •• ...... along with marked-up drawings and installation diagram-.0-. q aluminum fixed '. window,prepared by Fenestration Testing Laboratory,Inc.,Tdst Reports Zot•:. *0000: FTL-3810, FTL-3819 and FTL-3808, dated 05/16103, %ift3 and6 j/14/0j••' respectively,all signed and sealed by Joseph C.Chan,P.E. ..:0 (Submitted under NOA No. 03-0910.01) Ma uel PX Product Cont I Exa finer NOA No. 17.26 Expiration Date: November 06,2018 Approval nate: September 19,2013 E-1 Y ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'I"I`ED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al Farooq Corporation, dated 12/12/11, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 12-0223.41) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources WR) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Sentry Glass@ Interlayer"dated 05/26/10,expiring on 01/14/17. 2. Notice of Acceptance No.13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest,dated 12/08/11 and 06/05/13,signed and sealed by Javad Ahmad,P.E. (SubmWed partially under previous NOA No. 12-0223.41) 2. Laboratory compliance letter for Test Report No. FT"236, issued by Fenestration Testing Laboratory,Inc.,dated 06/15/10,signed and sealed by Jorge A. Causo,P.E. (Submided under previous NOA No.12-0223.41) 3. Proposal No. 09-1583 issued by Product Control, dated 11123/09,signed by Jaime D. Gascon,P.E. (Submitted under previous NOA No. 08-0417.06) 4. Laboratory compliance letter for Test Report No. FTL-5339, issued by Fenestration Testing Laboratory, Inc., dated 02111/08, signed and sealed by Michae1'R"Wenze4 P.E. Submitted under reWous NOA No.08-0417.06 . . ••• ( p ) • S. Laboratory compliance letter for Test Report No. Fr"054,i=d by*Feheltratioo.•:• Testing Laboratory,Inc.,dated 10/03/06,signed and sealed byMmundo Larpespadb,..:: P.E. (Submitted under previous NOA No.0"308.05) •0000 .••••. • 6. Laboratory compliance letter for Test Reports No.'s FTIAMO, FTJ;�t'#19 an ;,,• FTI.-3808,issued by Fenestration Testing Laboratory,Inc.,dOta 5/l6A03,.06/09/03,.... and 05/14/03,all signed and sealed by Joseph C. Chan,P.E. ..•••• • (Submitted under previous NOA No. 03-0910.01) G. OTYIERS •• •••• • 1. Notice of Acceptance No. 12-0223.41, issued to ES Windows, LLC, for their Series "1500" Aluminum Fixed Window - L.M.I., approved on 05/17/12 and expiring on 11/06/13. Manuel P.E. Product ContrdlF. miner NOA No.13-0617.26 Expiration Date: November 06,2018 Approval Date: September 19,2013 E-2 . . .•. . . . ..• .. .. . . . .. .. . • • • ••• • • • • ••• � • •• 8'LMX. • • 12'kiA% H All. • • • • • • 0 n ==a •r ar��aao 1 '1 U vow T771yTH ' srr_ .. ti l B YY I 44VW � - ` I I I I TYPICAL LEMON � I B,� I I $ I _ _J $ I I SERM-1800 AL fN FIED MMOR TM)TH wed=sm CMEWAY ON3 OF APPROML FDIED/FAfED oR��+rn•� MM-AW COUNTY APPWD WOW= LIG&IMS- WE COUNTY APPW= MUUJ S IN BEf1MEE L S�CI A LOWER MM plESSURE pftoM TRNDL M OR MULLION APPROITSI. I I I WL AAPIY TO ENTIRE SYSTEM. I ( amm Low RATm FOR MOE Tf1O M TO BE AS PER CHARTS J SHM ON S}IEET 3. 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OUSTS). Y�Y afiset of 7 . . .•. . . . ... . . . • • • • • . . V: . . • •.• • • . . ••• ANCHORS wow vicKs AND PETAL sTRuctuRE ter BY E S YtlNoows, v� �SPACOW • ^W SUnW LO JDS WOW BY*M AZING SYSTEM � i� • • • AND TRAWFIR W"TO In STRUCi11RE. 1ay SUCK . • •d a •�' lid'4•yj :.v 4 Affm ••. •2"ICAUN ' SfiT•SE6�1•iO4 Bt1 1 8[ fOE TYPE W- 311R'DIA. LO,BAM.1N HY'ELL'O'(Pw177 IM fy-188 •• ::a: ;:� KM 2BY YVOOD BUCKS OR WOW STRUCTURES Q~= n. `# '� ..t••3/"i'mw PH416iRATI"INTO Waw • het:eUCK9 M•SM.M MASONRY O •iImpp-mo Come. 2 1 •• DAEC1LY oft Om01, � MASONRY 1-1/4'MIN. EMt1E0 WO CONC. OR MASONRYMOM ANCHORB ` 3 0?t fAt 111�FAM. vA1tCHON a�8'TEKS OR SEF'ORLUNa STM ( g C FU M.0 RNTO METAL STRUCTURES STEEL: 12 GA. MIN. (Fy - 38 KSI MIN.) ALUMINUM : 1/8'TW. MIN. (12089-75 MIN.) um-am COW"APPRWED (5T M 1N CONTACT WLTH A-um"TO BE PLATED OR PAINTED) l4ulm g SRAIAIN AAK*= =z '� TYPE*a!—1/sem ow 1nmmm eY%= (Ya••1»x8 gwles� w NtfO MY WOOD BUCKS OR WOOD STRUCTURES 1-3/8' MBI. 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' 81780 Of t: t • . .•. . . • ... .. .. . . . .. .. . . . . • • • . . . • . . ... . . • . ... tr I 9OWt 4 • • • Btt03-At a Esters ogee. Mto� • • - 2ft 01103 1 41 so Estot7 4A hNs' lb - F 3 4 F 8OB3- 4 10 1 1" AS MM A�Ei1la.Y M PH VA b 17-371 tiTE sErm10 am El f ?/it'x 3/18'%3-t/1'tMos 8 't910t0 ••• AM KW A 70>d A • &1 EM13 QQi�tAL �EOOE • • • Fw t 74 am=A a • Eh 17-418 4 1 60 mm A 7 EStD� • Pbgl • •ANMM smo-18 OPY O K �ELfY FOR d� 1/4-MOL SPACMO t/4'RAK SFE EM. Oj O . W wm tRRlttt I/4� lam maxim SEE � a RXTRRYOR y� a �;� mm-ow cm= UDNWFMNRM C •y o u ,e CARDER"WIOAtWWWti"tH •+ ..yPABViB $ C �WmoFtmida ,q � drawlaq ti 01 -,P W03-57 sited at •'jtttll:tt' it\�\ •. .. . • . .. .. . • . . • . • • . . . • . ... . • . . ... HWAM aan WPM atm A l SEE EEM FOR s log• • ano *JM7 : ' : . �eAANCHCRS•Ed•' . _e, 0 ••• •Ed�,�. •••_ •}• ►• I t.134 ••MIE SQ�RE OWNG STOP 6 • •• • ALT. •147 SEE VAV.FOR SPACM .sos GLUM STOP (OPTIONAL) SOLM G1AZM SFOP O .733 ALT. 1/a"ttRtt. SHUS ooa 4, gig FRAIL COVER (OPIOOL) ° . Z A o �,� •e '•� tYPICM.ANS o. SEE 9".POR SPACM MAM WWW .�6 .11 tv•r• © ( &1 tpAN SOME 1:1 p wp60uFbria° Y. 8 ---•-2.180 AmNo .77C so low. r 2.488 meea ' ® 7 I ,1"TIOiV D$TAtt g 44IfiH FLL!QH FRAM_A�gPT&R p FUtSI.1 FRAM£AOAPi¢R (.788 `•AI.T.=`, 1 � .�• � � L � � •��: .w� 'v• '. v� 11 nit /� alas aae •+ 4 r'�. 13 . no. fit ; W03-57 ALUUMER Lit SM EIEtl POR lFAttliO t (Boat-�a �.IboltlPttt . .. . w • • fs AM slw m�(1, , g w SNAP I r . . . . . • 1 Ile OW ,- I� raw .�. mm OMKM LOCIC ju RECr OR SQUARE W=WS Rte.OR SQUARE MMM OHIO"mom TYPICAL CORNER DRRAQB8 g1 8 w e • 8 ON ,'t Vdlbdmxodib gt drawwg rE `� W57 00, 03- V. �y�ii�,�•' shoal MIAMa MIAMI-DADS COUNTY • Mm a 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.m1em1dnde a WW9nomv ES Wind,LLC 10653 NE Quaybridge Ct. Miami,IFL 33138 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 a= where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"S-5000"Ontswing Aluminum Casement Window-L.M.L APPROVAL DOCUMENT: Drawing No. W08-08, titled Series "S-5000 Alum. Outswing Casement Wdw.(L.M.L)", sheets 1 through 10 of 10,dated 01/23/08,with revision C dated 02/20/12,prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Renewal 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 Impaet Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", uWMIAerwise noted herein. : . . •••• 6400V RENEWAL of this NOA shall be considered after a renewal application has been Al and UA f as bees••.• no change in the applicable building code negatively affecting the performance of +oducL • TERMINATION of flus NOA will occur after the expiration date or if there has 8 S$revie100000 Qr changg.6• in the materials, use, and/or manufacture of the product or process. Misuse of thW VPA as a jendprsem=t:60' of any product, for sales,advertising or any other purposes shall automatically tquBate dusNW Failure••:• to comply with any section of this NOA shall be cause for termination and removal afJQA. 0 • ADVERTISEMENT: The NOA number preceded by the words Miami-DAO de Cbunty,.Maida, •• followed by the expiration date may be displayed in advertising literature. If EkYOpottion of U 140A 38'0 0; displayed,then it shall be done in its entirety. 0 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#12-0223.44 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Pew,P.E. NOA No.12-0820.06 Expiration Date: April 03,2018 TI-1110110 I Approval Date: November 08,2012 Page 1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W08-88, titled Series "S-5000 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08,with revision C dated 02120/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports 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,Type"B"Window,Grade 10, per FBC 24113.2.1,TAS 202-94 and per ASTM F 588-07 along with marked-up drawings and installation diagram of series S-5000 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTIr-6294 and ITL-6295, dated 02/25/11 and 03/16/11, both signed and sealed by Marlin D.Brinson,P.E. (SubWW4 tinder previous NOA No. 11-0419.01) 2. Test reports 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 *of* 4)Large Missile Impact Test per FBC,TAS 301 94 ...... 5)Cyclic Wind Pressure Loading per FBC,TAOS 203-94.••;•, • 6)Forced Entry Test,Type`B"Window,Grade..I.per FITC 2411 3.2.1,TAS 202-94 and per ASTM F 58"... ,• ;••••; along with marked-up drawings and installation diagram of sake's S-SU44.o'u"i .. aluminum casement window, prepared by Fenestration Testq&U4)oratoty, tc., Test•• Report No.FTL-5336,dated 11/16/07,signed and sealed by.tarlos S.ldon!k P.E. (Submitted under previous NOA No.08-0204.05) • ' • .6009. . . 6666.. C. CALCULATIONS •• •••• • 1. Anchor verification calculations and structural analysis, complying wlWPBC-2007, and prepared by Al Farooq Corporation, dated 04/06/11, signed and sealed by Javad Ahmad,P.E. (Submilled under previous NOA No. 11-0419.01) 2. Glazing complies with ASTM E13W-04 Manue P ProductCon r NOA No. .06 Expiration Date: April 03,2018 Approval Date: November 08,2012 E-1 e ES Windows.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to EX DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dazed 08125/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010,dated 02/21/12,signed and sealed by Javad Ahmad,P.E. (Subndfted under previous NOA No. 12-0820.06) 2. Laboratory compliance letters for Test Reports No.'s FIT,-6294 and F11,6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/I1 and 03/16/11, both signed and sealed by Marlin D.Brinson,P.E. (Submidted under previous NOA No. 11-0419.01) 3. Laboratory compliance letter for Test Report No.FTL-5336,issued by Fenestration Testing Laboratory,Inc.,dazed 11/16/07,signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA No. 08-0204.05) G. OTHERS 1. Notice of Acceptance No. 124223.44, issued to ES Windows,LLC, for.*d r Sem... "S-5000" Outswing Aluminum Casement Window *•CAL",.eWwved on. - 05/24/12 and expiring on 04/03/13. ""•' •••••• ...... .... .... . . .... .... ..... .. .. . .. ...... ...... 00 . . . . ...... Mandel Pezed P.E. Product Q trosa iner NOA Na .06 Expiration Date: April 03,2018 Approval Date: November 08,2012 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . • • . . . . A Fa.�NIpr1YOs AF1 • •• • • • • • • jog 0 --- i//-- \♦ / �� •• • • •• •//q�01 \\ 0 // IH • ••�,, • • • / • �� \ iiiii 0 Ito a' 1/ .1 Idl T, \ Bp \ / CAM LOCK MH&.TH POINT LOCH i�Pam Low POWM a'G >uE e/s 3D 8/S' tLL. WmY.NDttlR NIL o1. HI.L.OP6 lRTO AT8RW1 �7/H1' �7/8' M VENT wum ;` vmmm 4 wom ^M nDIIHLR fl0[1 TMCAL BLBVATION$ 41 i� SERM 8000 ALUMIAI W OUTSWING CASEMENT WINDOW BE AS PER CHARTS SHOWN SHEET THESE WINDOWS TO g o APPROVAL APFM TO S@N3LE OR DOU&.E WUHDGMS OR SIS BY SIOE s COMBINATIONS OF CAWICAW OR CANT WITH SERIhS 6100 FIXED WINDOWS US= mUuj S IN BEMM. LOWER COON PRESS FROM CASEMENT WIDOW FD D WINDOW OR MWIM CHART VML APPLY TO ENTIRE SYSTEM. THIS PRODUCT NRS KEN DESIGNED AM TEST®TO OMPLY WITH THE cab SITS OF THE FLORIDA BUDDING COOS INCIA ING HIGH VELOCDY 4 NO THESE WSO)aN9 ARE RATED FORLAWdt SMNl MISSILESEPACL s m n HURRICANE ZCEE(H1RHZ). SHUTTERS ARE NOT F EOI=: Lam WXM H>S MUST BE ANCHORED PROPERLY TO TRUISM ANCRS SHALL BE AS ElS1ED.SPACED AS SHOWN ON OETNLS ANCHORS nya EMBEDEO1tlT TO BASE MRTERIIL SHALL BE SEVOW WALL ORESSIWG OR STUCCO. ENXCAOIIL 6TH ANC{0 1 OR LOADING CONDITIONS NOT SHOW IN R1kSE DETALS ARE APAM OF THIS APPROMI. a 92. A LOAD DURATHON INCIMM 6 USED IN DESIGN OF ANCHORS KID WOW ONLY. A-090-IMOND 3 "a MATERIALS mpAUDUUi BUT raT H001E0 TO TIHRT W08-08 �INTO C NEM WITH OTHER oDlslreuw YAT SHALLM 'THE ` SITS OF THE FLORIDA KDO.CODE SIM 2003.8.4. 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . BMW Loeb cumin-P8P m(2)ams am=L990 taPAta7-4-s m(19)wase �V 9716 cir LOC® sumin X=Mir LOCK in Q{M mm 914-8 um pm um GUM TIM MAN"M QM TIM 01.00 vim am Tvm OL086 Tres sun of Oma Trm 9rIDDa BA®. A.B.R O.4 P y 'B' I W.W.'D'.'s' 88010P tem. 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" 9A9 908 90A as t� 40• MA BSA 840 ago sa0 WA BOA ou or au Bos 85.0 w 9069 Bao Bao 90.0 4r 6aA ass a4o. am 980 9" no Bao or e6A SLO I 86.0 WA 90A 9060 960 VAOMVXUMg es 840 86.0 MA 85.0 90A 9a0 . 9oA =A 48• Bso SLO 80.0 au 9069 sae oa0 90A 1091 ,v2; cC. 28• B6s I 80.0 a6A s4A 9060 no 90.0 9060 88• a6A a" 860 96.0 MA 909 900 M 8t W sr 660 0640 e69 640 no 9AA 900 wo 04• ado ma a" an 90.0910 su 90A ar 8P as.O no ado a49 I 9os 9" no Sao 7r 54• BSA• 80.0 60.0 abs ODA I 90.0 9" 9060 W a" a" 840 840 I no na Bao Bao Be su OLD am 6{A 9060 1 9060 BOA o0 4r 860 840 860 "a- ma BOA BOA 90.0 of I 069 OLD WA WA Bao 980 90.0 no se au MA 88.0 84A Sao S" su I am 4M ma OLD eaA NA 9" 900 909 90A 2a• aw 640 Au es.D ODA 90A aoo 1 0" as 86A 840 WA Bao ea9 840 a8A 860 32• 'r a" o6A no as 9" as no e0A BP 70J 768 Toa 763 KJ 79.3 79.3 70J tl DCt tTea�t 190 W MO SBA B40 85A 9" WA =9 90.0 7r W 729 718 798 7106 728 US 739 728N. W - - - - - mu BDA or - - - - - - eao 869 44 4r - - - - - 980 Sao ar - - - - - 942 862 • T3 2r MA abs eu 64A Sao 90A 9060 9060 4B• WA 7A4 71.4 7A4 7U 7" 74.4 7A4 849 ma 86A I WA no a" a" 9069 a6• 80.1 40.1 86.1 50.1 80.1 S0.t S61 06.f 32• OB• B4A am a" 840 908 908 OOA Sao w SU SU -SU BU AU GU BU sea sr 90.0 eos 7r sr 4069 au CLASS CAPACITIES DN THIS SHEET ARE W - - - - - 9060 9060 a9• - - - - 49A 461 BASED ON ASTM E1300-04 (3 SEC. COSTS) 21• San 9069 4W au MA AND FLORIDA BUDDING COMMISSION 2r _ - - - 9DA 9060 w _ _ - 4u Ws DECLARATORY STATEMENT OCADS-DEC-2197r sr - - - - 9069 9a9 Be 74- - - - 4106 442 a 3B" - - - - - - 9" 940 74- - - - - - 4006 40.2 •�-•y110 .• - s f� 80.0 99A 48• - - - - 461 461 L7AGP�S. C 8L• w - - - - e9a 9u BB• - - - 419 41.8 - By 3r - - - - e0A a" 01• 71 - - - - Ts 37.2 � ■ i 3r - - - - 94.1 aa4 7r - - - - - 34e sas 2p1Z am.irog n9. I�t08-08 • Bnoet a • . ••. . . . .•. t/6'NIX s ROM GLASS t/6'HFAT sA4xt'0 GLASS • •• • • • • 0901ttTOBmAat .oma•LMTEmAYER • • •• • • • • • • • • 9UTA=to BY'oUPoNr SIINIRYGW BY•DtmoNY • • • • • • • • ••• 116'LIEN SiREN'0 GLASS I HFAT Slid"GLASS • • • ••• ••• • DON CGIVOW 795/1163 comm 795/m s it SLIOW sum comm m • • • i •• ••• •• a �i 11 t •• • • • • •• • h h A • ••• • • •i• •ee qT� OJAM TYPE A' GLASS TYPL In, AT.T. GtLA=G OPTION THESE GLAZING STOP CAN BE USED WITH ASS OITYPES W. 'B'. 'C' 8t 'D'. A y1 5/32"t1FAT MRM u i OR 51 NEAT 11111111-1)GLASS 5/32'7W.GLASS 5/3Y TEMP.GLASS {�J t/s not t ar 4.AIR taV 42�2 ' STROM GLASS 5/3'1•WAS S1REN'b GLASS t/6•Ma SWWO.GLASS 1/6 HEAT ST�t'D.wn n NtEg1 APER 000'B/iFRLAYF1t o90 ntTErnares 080.9nEwAYat � �z�fA m 1�re of'11t1POM' SOORVO AB By'o1B+naI' I uv=E pure BY•omw SBORMLAS By ImunwT Piarl� 'NFAT SIREWO CLASS 1/e'Huff SLRtOi'D GLASS W HIM SRRIt'D GLASS 5/32'HEAT STItM GLASS A00�°N0 ,A(3 Dw 79a/Ges loow 79s/9es tE GING 7x►/96s Bir 795/�s 11 11g ii e t L4 SEVIlm mam N OWL LAIC MASS GLUE TYPJ� 'C' GLA>� TYPE 'D' G ff ASS TYPE `E' SRR TYPE le TO WAD LEC ma GLAZING OPTIONS n NOTE. TO QUALIFY FOR SMALL. ANILE SOWT RAT610 EXTERIOR PLY OF CLASS TYPES 'E'G 'F' MUST BE TEMPERED. 8 b drowke0 rb. 4,00% W08^-08 [adhasedt3 of t •• •• • • • •• •• • ,warm ARCHON V SEE ar<v FOR •d i. • • •N SPAM •. 4 'a�.'' ° °, •. ARCHON TYPICAL.910. e�rroAl NQa • SIX V"•.FOR sFwm 1 • •• • • • •• ENE Ow. mm . . 28V NC IC 1/1�i mme .• A & • •N NRa6m • ••• • �Yr f2]jSt. • • • SM • •• • 1 ~ A 5 18 RR WOOD BUCKS AND METAL.STRUCTURE NOT BY E.S• 11MNKNMS MUST SUSTAIN LOADS IMPOSED BY Q AZINQ SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: !RE B.EV.FOR 8PAm 1/4'ML ULmucom 8Y '�Lco' Va-177 e%"Im I" dw pe INTO WY WOOD BUCKS OR WOOD STRUCTURES 9�N 1-3/8' MIN. PENETRATION INTO WOOD t TNRU 113Y BUCKS INTO CONC. OR MASONRY a 41 1-1/4- MIN, EMBED INTO CONIC.OR MASONRY 09MMY INTO CONC. OR MASONRY 1-1/4' ABN. EAlBED INTO CONC.OR MASONRY +]4 SMS OR ,F 1fIO11fACi (GRADE 2 CRIO INTO MWA-OW COUNTY APPROVED MULUONS (MDI. THK. .0907 NTO METAL STRUCTURES STEEL: 12 OA. MMI. (Fy - 38 KSI MIN.) ALUMINUM : 1/6-THK. MMI. (8083-T8 MIN.) 8 1s 1 (STEEL N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 71fPC!4L EBAE DNATAAtL'E INTO CONCRETE AND MASONRY- 1-1/2' MIN. OINTO NOW STRUCTURE - 11/18' MN. B ep y INTO METAL STRUCTURE - 11/18° MIN.Cais CONTE AT HEAD.SifU.OR. Pe - 300D P51 IBN 17 4 1 1a C-00 H=m/mUJO SU=AT Yin - 2000 PS ANN. K 0 O Opp i •'. vrje Clread no.Room TYPHI.ACOHOW ®86 Ow. TwC:AL ARCHONSIX9w.FOR sPACaN6 SEE 111"FOR rv W08-08 abed . . ... . . . ... •. .. . . • .. .• . • . . . • . . . • . 3/18'MAX smod . W S ':F': toy mim TOM ANCHM • • •• • • • • • • SEE e • • • • co • �g� F Aif4 a�F e ow 8 4 ••• • • • •• • 3 $ o EIRERIOR 4 ::': ° 4 LL e9 7 7 S110tC1 O.L 016. a Y9iT wmnt MALT P@ItT Low Ot•mm CAM LOM OPRDN nil wt wID1H �` SINGLE VENT WINDOWS sm wow 1/4•aux. aR I g • e E 1 1YPICAL � s 1 t► � ORERIOR �' • ,;• P Fat lx+/ R&910 S PENT L we=Sim No DUAL VENT WINDOWS • PA drrneinq no. • deet of . . ... . . . ... .. .. . . . .. .• . . . . . . . . . • . ' V�V EMLOMM 000 go* 0 FMMWA AAE 91R1IC1 lam • .*0 ••• ••• •i i .. e VIIP"O s. SEK 0".FOR WAMON t mtE.tlONa�0 • • • • • Lsoma"M i I • • • • • •• • • O • • • • • • • • • g ALT. SEE ELE & ALT. • 211 pQ \' jggj cub © ALT. gyp nab > o VF..,!dh z I � _ooi� $•� mu s�L A zraaw OR Em.rat INBTAiT.e M DETAILS WITH FWSH FRAMER ADAPTER WOS—a ' erbet of • . ... . . . ... .. .. . . . .. .. • • . . . . . . . . . • 2125 �1�Vm tA18 Fl� .014 •• •• •• •••• • • • • • • • • 3=300 2ABI • • ••• •••ati30 •• • •• ••• ••ISNUBSM • • • • • •• • • ; MAZOXi sw (IAM. mass) i L An a e e vw mo Q Ides -"I1 ® oil I � 3AT3 MAZW STOP(MUL IAM.NABS) 1.189 .t•n ,logo na 1,� Q xta I .ort ort a tab AN . An +oc6 idti0� 200.7 ,� t.tee G ABNO STOP (LAM. MASS) mAZING ®FUM FRAME AOWM Ii S MII ® OST 1,000 t uw aOx�000 Noft l . 1.0'0 •� � Po/3 ... A. tae a� Npmm 3000 3.000 •tom a.veo 7w. non•• t•�, 1.844 2.000 f7aMa g drawWg to. .784 h---3780 Z�w 1X31X3 ® IMFoST STIFFENER ®CUSTOM MULLION STD. MULLION MuLUON CLIP sheet 7 of . . ... . . . ... . . . . . . . . . . . . ... . . . . ... nSM PAN Y 4OANTA4 mociarnin MIT=" DMRP 1 ES5001 1 FRAME HEAO 6083-76 2 198001 1 FRAME SIL 8083-78 • •• • • • • 3 ESMI 1/VENT FRAME JAMB-SNE SIDE 6083-TO i i• • i i • i • •i i • Z 4 Effi901 t/VENT FRAME JAMS-t,ATp{SSE D083„ye - • • • • • • • ••• 5 1311110111 l/VENT VENT TOP RA S - •• ••• ••• 0•0 ••• • 8 cum 1/VENT VENT BOTTOM RAL, 8063-18 - 7 ES60O2 t/VENT HENT SM RNL-HIM ME SOBS-T8 8 =86002 //m %W WOE NAL-(MdM 1E 8081-T6 - •• • s • •• ••• •• s E88004 VENTMal ,2/ + s2-1/2°um 6003-T6 _ • • • • • • • • • IDA 181103 As ROOD. OIAZoxt WAD(I.AK CLAIM • . •• • too - AS RISIM WA>;IND READ(DOItD-tAY.WASE) SOW-T5 - • • • • • • . • • 100 I810Os AS RSOD. WAZDIQ BEAD(LAIL MASS) 6693-T8 - •• • • • • • ••• •• b 11 27-428 AS R= CLAZINO GASKET "AOM DURO ETER 80 OHM Ix �aD 11A ES10+0 AS R=OD. WAZING NSDQE MR PFO CURONEM•w%w'A' 12 - AS RI. FRAY"Ot VENT A89OW 1#10 x 1-1/2-PH so 13 - 2/MJMER stN WBWUTION! is x•t/2-PH SLB 14 1202 AS RSOo. OLRER 116A1 PINS POLVPRwnm SASE.1PE O AKN ETEC as OHOIM'!1 18 ESOODB AS R=OD. OELEt WFAR pPgp a" OM1RWEt8R 6O SHORE'A is PJIMO-53 As FAM OMM LOCK sT.STEEL VALPMt1& 17 30188 2/VKHT 4 BAR Howl-HFAVY WRY - TAM M 18 3/HMO" HANK MMM SaRess AT FRN" - /t0 X 1/Y PH 8MB I8A - 4/HBRME FR4OF MOlpiM 8glp18 AT VENT - 010 x 1/2-PH on Y is 23 CRSS 1/VENT' SINGLE ARM OPWNWR(AT 8-1/2'FROM 61WS) - TROtN=HARDWARE �• - 4/OPER. Oil MOrJ)LtINC 8 8 /10-24 X 3/8'It sus 21 30175 t/OPER. 13-3/4'LORD,TRACK S►STEM 111LITH HARDWARE 22 - 9 TRAOK W.'"MNIN4T.16&8tE18 #t0 X 3/8-PH SS So 23 AS am 133 CUB"MULLION 600.3-16 - 23A - AS I= to STNS 1 ALL BOBS-•Ts - �e� 24 - AS RMIX MULLION CLAP 6063-T8 - 28 - 2/LRE SET1O10 K=K 8/16-x ox Re L01E L-CM ATS FROM PACH EMD.IRPROM 1ER am 28 S/UTE TAPE VACER(1/4'x 1/2-) FOAM AT 5'FR01M OLM GIGS 30 - OPOWML 5/16-BOH MEG= _ - gowxr 1M+lI 33 ESSON 2/VENT NRI SAM SKATE,2-LEND NYUNAELCOM Wild PLASTICS 34 - 2/SKATE 8100E MWRDWO06 x M/2'Ti1$IB 30 Ew= 1 IMPOST Sega-Tg f$ 37 ZMID AS RM MP'OST SRPFEii=R 6063-76 45 OLo1-mo0 - MLR.R-POW LOCK MMKV MAM LMRRIACK LOCK FASTENER PLM - 47 - 2/LOW LOW FASTENER SCREW THREAD ram5m4g 48 XOI-Ztw-3m ON exnFN _ $ Do 49 X01-1050-3001 - Sw ON mum ofa=paw $ LLQ winy ' aY - Lax go(304 ST/8T) SKALAM 53 16-8017 AS RIIO. FUISH FRAME AOOPPER 5063-T5 OPTIONAL ALL FRAME MID VENT AMD owALATIOW SCREWS - sa 1/vw LOWWFO HANDLE - Swirox&ASSOM SEALED vM MEAL MAndNUM cmat o SEALANT. •• 8S - 2/VW UXM CM(AT 11-1/2-&80-1/2'FROM Sarro) MILLMAN&Allm gg - 2/LOOK LOCAL MOUN MOSCRIM /8-32 x 1/2 PH M8 57 E96013 1/VEM' LOCK HANDLE/cm CoNww WI 1/4'■t/2'AWN,BAR ,• M$� i tE E86011 2/BAR COMNfCTOR 11�RS - cam '• 1' '�i 59 OS-200L-SS 2/Zu ="=PERS 1wv M2-&51'FROM BOTTOM) Sr STEEL. SULLON&am C." 60 - 2/K@EPER KfiBPEM MKROF M SCREAS X10 x 310*PH SMS b 0 2012 d"ifto W08-08 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . II � � MWF CORNHill ER a 4 � smu .IMPOST CORNER drowno. VENT CORNER �08_08 a ehast a of III)i • • ••• • • • ••- •. •• • • • •• •• - MIWmON fm CAPACITY-tom+ KMLM LOAD ON=-POP �� LIS t x a t x 9 t x a CLIPPED MULUONS -------- Dnww mm SILUM INiM UML Inwo am 810.NOM p{8f01 UU cxtdt ®tr(t) txr{t W.-(+-) •//� \�• ••• • �✓/ \\\ 1rsDt11(e!Lt3Ni1H N SO - as- u m(9QLOM pg_- 9tr- s • • 6 48-t/Z° SLLO 90.0 3' SDA SDA i ! • /y % y \ 5� 3T 90.0 SOA 38' 90.0 B40 • • •/ i•• • • / 42' ou 80.0 42• WA ou ♦ / \ / 45' BB' 80A 90.0 48' 84' a" SOA 4r 960 9" 9" eoo •• • • 63-t/b' ou 90.0 w 90.0 NA • • • • • • • •••-•-• 0A tt BY 9 80.0 or 90A 9p 0 • • •• •111 1Y1 q 20-1/2' SMA e0A Xr0Sao o40 • • • • • • • • • 37' 90.0 So& 38' 90A 80.0 •• • • • • • 41619 •• t 4Y 840 OLD 4Y 960 90.0 , - 8 ---•-- -•••--- H 48' or MA 9" • w 90A Su / 0 48 / O aa 48' 90.9 80.0 84' ou 940 F ,J 83-1/9' 940 90A or 9" 90.11 88° 90.0 90A 82' 940 949 / /G , i /4 % D a 1 1 28-1/2' SDA 90.0 30" 90A 3r 80.0 80.0 38' 90.0 940 4Y 74 t/4• 828 BOA 42' B0, 48• 78.8 9611 49' BOA 90.0 i :-.---5 i -. �... 4r 7M 80.1 be Su ou 83-1/8 802 89" mA sas -- -+9Gt - iNt ••--•Y- a 29-t/2' 80.0 WA 90.0 m0 �Q 3r 841 940 38' 50.0 mo to 42' �, 70.4 960 4Y r2' ou 90.0 W A ows MA ST an 8IIID0N8 tp r2A 48' 83A 960 HY SIDS P8=W TWO 02 MORS IIQ M �tD 4s' B2r ars w M 960 81' 8X1 B62 30• as y� 2 3/4' 1/2" Wl t W2 j 38' 80.1 90.0 2 � ���}� 42' 78• 78.4 960 48' 88.7 87.4 Q -a 0.1 & Ito 'tS$h' (4/11" o , I. USE am ON 1108 Sim FOR BIDE BY Ex CONNEC= CAPACITY OF 9N MN IOOdION. 2. FOR CASDWO UNDDIN CAPACRY 912 OHM 2 OF W. 3. FOR FOS WMW CAPAM W WNW NDA M,04L SHM ANGNIRB � Epf>E DM'Ln14CEs FDR YIIWON CUM4. FROMSiPPS/.2 OR 3 INIL APPLY W om FOR OM BON OM CONCWZ W MID MASONRY - 2- WK INTO %=STRUCTURE - 11/18"MW. INTO METH.STRUCTURE - 11/18'Mw. wum lbOD O ROOD © $ CASUOU 1Ap00Msum am 100 FMD> omm 4ccip4leei Nab - 1 RUVM B•ai � BIO g, aft iB 8 8 EVERM DOER= 9�20i2 WeWOY WBIOI i 1HYM wow I . wow tl9DrLl rAmMORM-M Fm= BURL= d��IeenjC; d WV(7� _OR M TO egRirtilOT exaON • sheet . \r MIAMI•DM►D MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,ARID REGULATORY 11805 SW 26 Sttect,Room 208 AFFAIRS OPERA) Nami,Florida 33175-2474 BOARD AND CODE.ADMINISTRATION DIVISION T(786)315-2590 F(786)315.2599 NOTVE OF ACCEPTANCE (NOA) wrvw.miamlamle nov/nerA/ E.S.Windows,LLC 10653 NE Quaybridge CL Miami,F1.33138 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 PERA-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 arms other than Miami Dade County) reserve the right to have this product or materia]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 AM may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA 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"30W Aluminum Outswing French Doors w two Sidelites APPROVAL DOCUMENT:Drawing No.W04-51 Rev G,titled"series-3000 Alum Outswing French Doors (LMI)",sheets 1,2,2.1,2.2 through 6&6.1.of 7,prepared by AI-Farooq Corporation,dated 06-10-04 and last revised on MAY 17,2012,signed and sled by Javad Ahmad,?X.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of'Acceptanc a number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Marge and Small Missile Impact Limitations: 1.Lower Design Pressures of Doom,sidelites,hardware,glass and&=hold options shall control. 2.See sheet 2.1 for single sidelite and sheet 2.2 for doors with sidelites options LABELING: Each unit shall bear a permanent label with the manufacturer's name or Jogojoity, . d seri and following statement: "Miami-Dade County Product Control Approved",noted herdlu.• : .... RENEWAL of this NOA shall be considered after a renewal application has been filed t ere haimb no ...•'. change in the applicable building code negatively affecting the performance of this Pon.K: ....: TERKMATI<ON of this NOA will occur aft the expiration data or if there has been•$walsion of change in blies... materials,use,and/or manufacture of the product or process.Misuse of this NOA as an-endlb Tementt4f anjy .. •• •• product,for sales,advertising or any other purposes shall automatically terminate this NOA!Failure to t amply ••°•;• with any section of this NOA shall be cause for termination and removal of NOA. :00:*: •. . . . . ...... ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Count+, Florida, ahtPfQllowed.by the expiration date maybe displayed in advertising literature. If any portion of the NQAJs displayed/6sn it sW be done in its entirety. **&! INSPECTION:A copy of this entire NOA steal I 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 NOA#091217.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No 12-430.40 Expiration Date:September 16,2014 \Q�C� Approval Date: May 24,2012 Page 1 EAS.Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(transferred from file#09-1217.03) 2. Drawing No.W04-51 Rev,titled"series-3000 Alum Outswing French Doors(LMI)",sheets 1, 2;2.1,2.2 through 6&6:1 of 7,prepared by Al-Farooq Corporation,dated 06-10-04 and last revised on MAY 17,2012,signed and sealed by Javad Ahmad,P.E. Note:This revision consists of FBC 2010 notes only. B. TESTS(transferred from file#09-1217.03) 1. Test reports 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,per FBC 24113.2.1,TAS 202-94 Along with marked-up drawing and installation diagram of aluminum outswing French door w/ Sidelites,prepared by Fenestration Testing Laboratory,Inc.,No. FTI.-5938,dated 10/01/09, signed and sealed by Julio E. Gonzales,P.E.Note:This test report has been revised,reviewed, signed and sealed on 03/29/10 by Jorge A.Causo,P.E. 2. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory,Inc Test report No(s)FTL-3947&FTL-3955 per TAS 201,202&202-94,dated 02/04/04,both signed and sealed by Edmundo J.Largaespada,P.E.and test report No.FTL-5164 per TAS 2011203-94,issued by Fenestration Testing Laboratory,Inc,dated 08/01/07,signed&sealed by Carlos S.Roinda,P.E. (transferred from file#W-0825.04) C. CALCULATIONS 1. Anchor verification calculations complying with FBC-2010,prepared by Al Farooq Corporation,dated 03/01/1.2 signed and sealed by Javad Ahmad,P.E. 2. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Al Farooq Corporation,dated 12/08/09 signed and sealed.by Arshad Viqar, P.E. (transferred from file#09-1217.03) 3. Glazing complies w/AS-IME-1300-02&-04 D. QUALITY ASSURANCE 9964 1. Miami Dade Department of Permitting,Environment,and Regdpqry A sim(9PERAjr•;• E. MATERIAL CERTIFICATIONS •• •••• • . . 9999.. .. . 9999.. 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNmipa's&Co.,.Inc.for their"DuPont Sentry Glass®Interlayer",expiring on 01/14/1 7r•••. •••••• '•••• 2. Notice of Acceptance No.11-0624.01 issued to E.I.DuPont DeNehbtn for"Btitacite PW. Interlayer",expiring on 12-11-2016 '••••• •• •'••' F. STATEMENTS • 1. Statement letter of conformance and letter of no financial interest p••ref fired�yAt Faroof"" Corporation,dated 02/24/12,signed and sealed by Javad Ahmad,-?,E.: * .... :.... 2. Lab compliance as part of the above referenced test report. ..:. G. OTHER 1. This NOA revises NOA#09-1217.03,expiring September 16,2014. 2: Test proposal No(s)#09-0225 dated 06/17/09,#06-0411 dated.07/31/07&02/06/06 approved by BCCO. 3. ES Windows Distribution agreement-Energia Solar, S.A.and ES Windows,LLC,dated 10/20110,signed by Ms Carla G.Torrente and Andres Cha o o res�M (#x.2-0130.39). Islhaq 1.Cha`ntdaa,,P.E. Product Control Examiner NOA No 12-030&40 Expiration Date:September 16,2014 Approval Date: May 24,2012 E-1 . . ... ... • . ... .. .. . .. .. . . . . . . • . • . . 146 31W 70' �(a sTnEs 3s 11/10' FRAME WIDTH WITH 93 11/10• •(4 '•' '•' AND MULLION EPIOS FR.NfAD&�U. FRAME HEAD&SILLFli.XEAO 8�L i • • • PPLIED ----_-_-riiiiiiiiii-_-_-F_,_ '\,\-f`=/-�iiiEiii j\==_/G_/= p\t^\- /\/ / ----_3°_ i�i�ii�tiii__=_ • +�•••«C0••J •• \••\E•i__��ii/==•i_ceC __.•all .•� \I. MAX. 3' Ir 3- �EA • St� • •• 3. •FO\M\ HEAD/Sill / PNOTHKES CORNERS MAY 6E UM F, vSEE FOR CAPACITY 16 Lax SEE smc An FON 'q it 41u H it �1gif i ii \Ll \ _ / a t? 8 ii D ii / ii p ii ACDYE 6dAL'RVE ACAME \� DUICTAIE T3.2 12' 12' wolo 2a 3110' - 20 b/18' � 3110° D x A-OPO. ILL am TO SEE low FINE CAFVS 2 70 $ O 336,1 30 13/16' 3b b/ts' XX PANEL M9DTF1 LEAF ( OXXO ) PAN0.MEDTH ' ( ) TYPIC& ELEVATIONS WwmwlLw sSItTTs3-x(!00 ALLTAT OUTSWING FRENCH DOOR TEBTEU UNITS � ALEXPOSED ON ACTNE EDD ON WACTIVE LEAF S APPROVAL APPLIES TO MOLE (X)AND DOUBLE (XX) LEAF DOORS A-W--Av.%wN' u SEE DETAIL 0 ON SHEET S. WITH OR WITHOUT SIDELITS. 7 SIDE LRES CAN BE ON ONE OR BOTH SIDE'S OF DOOR. INSTRUCTIONS HESE CHARS AS FINLOm 7HI5 PRODUCT'HAS MSN AND TESTED TO COMPLY%mTHE REQUIREMENTS OF THE FLORIDA MOLDING CODE WCWDING HIGH VELOCITY 1 HtMRICMW ZONE{FN/t12). ON MIND VEIOCIIY.am WOW.MVID ZONE THESE PRODUCTS ARE RATED FOR LARM SMALL MISSILE Ib�ACT. WOOD SUCKS SY OTHERS, MUST m"mm PROPERLY TO TRANSFER USING APPLICABLE ABLE 7 SlAxam. SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE MF 2 FOR VIOLS(7t)AND OW E 0OO Domg q ANCFKIRS SHAU.ME AS LISTED.SPACED AS SHOW ON DETAAS.ANCHRS SEE SHEET 2. m- EMBEDMENT TO BASE MATISIAL SHALT.BE WALT.ORESM OR STUCCO. um Lomm a.uum m am. 'um AND � ANCHCRIM OR LOAM CONDIDONS NOT SHOW IN THEA DETAILS ARE STEP 3 FOR SMITEpAryQ (o)CAPACaY E 9fEET 2.1. �I NOT PART OF THIS APPROVAL. 8 A LOAD DUMMON INCASE M USED IN DESIGN OF ANCHORS INTO WOW ONLY. STEP 4 FOR SIDELITE COIWIATION MIDI DOOR R SUMITE SEE VIAAIDN CAPAM CHARY ON SHEET 2.2. droving n0 MATERIALS EIS MlT NOT LATD'ED TO AL SCREW$THAT STEP 5 THE lAM4»�VALUE RE91GJM0 liTEPS$3 COME 6OU CONTACT WITH DTHETE OISSIYAAR MIA SWILL MEET THE AND 4 swuL APPLY To FJERRE SYSTEM. Ip104-51 SITS OF TIS FLORIDA MDQ. CODE SECTION 2003.6.4. sFrest t .. .. . . . .. .. . . . . . . . . . . .••. . ... . . ... . . . . ... 0 'X' DOORS • •• • • • DESIGN LOAD CAPACriY - P8P OLA86 AND HARDWARE OPTI • • • • • • • • / MAW TYPES man • • • • i•i tz� N / raw nm FRAME MOTH 'A, 'B' &'D' 'C'&'E' 'F' OPTION 11' OPTION N 11' • '8' . • RIES 6DHES W.(+) W.(-) EXT.(+) W. -) EXT.(+ INT.(-) EXT.(+) BR.(-) 1�A 120A EXT.(+) n (-) EXT. +) W.(-) EXT.(+) W.(-) / 96-3/4 37-1/2 70.0 800 900 900 100.0 120.0 90.0 �0 700 800 100.0 12u = 39-6/8 - - 90A Bon IOU 120.0 90.0 90.0 0.0 10120.0 70A �.O 100.0 12U • �+ \\ NOTE: • i•i i i i•• i• • • LOWEST VALUE SELECTED FROM OPTION WILL APPLY. • • • • • • • • FRAME WIDTH 0 'XX' DOORS DESIGN 140CAPACYIY- PBF GLEES AND HARDWARE OPTIONS / \ CLAM TYPES HINGES LOCKS N / O \\ ERASE HEM FRAME WIDTH 'A'. '8' &'D' 'C' &'R' 'P' OPTRXV'1' OPTION lire TION '1' OPTION'a' DICHES IMMES I EXT. +)I W.(-)I EXT. +)I W.(- I W.(+)I W.(-) OR.(+ EXT.(+ LNT.(-> ETR.(+) OR.(-) EXT.(+) W.(-) -3/4 71-3/4 70.0 80.0 90A 90A 90A990.0 90.0 �.0 90.0 90A 70.0 a" 90.0 90.0 j / 76 - 90A BOA 90.0 99.0 90.0 90.0 90.0 BOA 70.0 a" 90A 90.0 \\ // MNGES T1X!tttNt: HARDEARL WAT1sR IN1?II.TI2ATI016T LIMTTATION$: 0 / turnnu atACM LEAF, WERE WATER REQUIRED LIMIT EXTERIOR t FOR ALL CASES AS FOILOWS �BS THREE PIECE ALUM BUTT HIHOE BY'E.S.WIHDO ' STD.SILL-+70.0 FSF(X&XIC DOORS) ( Hmm PER LEAF AT 11'FROM TOA&BOTTOMW " KD RISE BILL®+90.0 PES+(701 p00R3) tp AT OPAH SIWACE MOAT DEAD BOLT LOCK BY'YALE' ) Q FASTENED TO DOOR FRAME AND LEAF WITH AT 46"flKSM BOTTOM.KEY OPERATED,GR +120A PSF tX DOORS N� g10 X t'FH BIAS EVERIOR Aldi THUMB TM ON (�3CRETBB AT FRAME.(S)SCI MS AT LEAF' FASTENED TO ACTAIE LEAF LOCK STILE WITH (2) 1/0-28 X 2-1/2'OH 168 2.�o Z 3 1, 4>U� LEVER TYPE METALLIC HANDLE AT 3T FKW 7600 2 g FALX MOUNT 2 WINO PNOT NOW BY'MASUR ACCESSORIES' BOTTOM.FASTENED TO ACTIVE LEAF LOCK STOE p 6 WITH EKTRUDED ALUMNA�qE,DIE CAST ALUMNA WITH(2)18-32 X 1-3/4•PH MS. R/!4V COVER PTATES ST.STEEL PIVOTS AND DALv.STEEL W B(RUSHET;AMD SCREWS CONCEALED FW9N SOTS BY'SULL N&ASSOM. , AI-RTES SILL F PER LEAF AT 12"FROM TOP&BOTTOM MARUA LY TED LE AS MOUPIrED ON StTLE F TO Oft FRAME AND LEAF WITH FACL LOCATED AT tY FROM TOP AND BOTTOM 5/10-24 X i•FH ME(2)PER 11111,10 FAs1EKW TO LOCK MU WITH #8 X 3/4'FH SLS(2)BMW PER BOLT D.t_- OPENIMM, .OfMQE D.L.O. HEIGHT . LEAF HEIGHT - 8,1878•(SM. BOT. RAIL) 3APODR 6�710�SYSTEM BY'WTERLWC AT 39' 0.1-0. XRH A. HET a LEAF HEIGHT - 11.9378•(19 RISE BOT. RAIL) HAHOLEACDVATES DEAD SOLT AND SHOOT BOLTS D.L.O. WIDTH LEAP WIDTH - 8,828• INGAGING WAD AND ELL WOPERATED ON 0=VOR AND THUMB TURIN ON d' WIDTEES: TO ACTH LEAF LOCK SIDE WITH -make"WIDTH FRAME WDIH LEAF'WWH QAYI=OPQ (2)#8-32 X 2'CH LIS 2/6(X) 31-1/2' 28-11/t8,• 20-1/16' - 3/0 M 37-1/2' 34-11/18' 29-1/16' INACITWE L� - 3/4(X) 39-e/8' 36-13/18" 28-s/18' NOTE: CONCEALED FLUSH BOLTS BY'SULLIVAM&ASSOC.' " 6/0(XX) 59-3/4' 28-11/16' 20-1/16 DOOR WIDTH AND HECK MUST MAPALALLY OPERATED Lom MOUNTED ON COMPLY WITH EGRESS REQUIREMENTS DOW FACE OF LEAF SME LOCATED AT 6/0 OM 71-3/8,• 30-13/16' 2e-1/1s° PER FBC WHERE REQUIRED. F LM BOTTOM 6 q 6/4(XK) 78' 36-13/16' 28-3/18' #B X 3/4'FH 30(2)PER SOLT tFLA.PE�. 1 R>DItNIETSIs aAYLtrE OPE, sIAFXaRo Rn-Pa�RLE NOTE: 104004M.HMIT FRUM NNW LEAF HWIT BOTTOM RALL I BOTTOM RAO. GLASS CAPACITIES ON THIS SHEET ARE l&g 6/8 79 4/4° n-1/4• 09-1/16• 06-5/19' �p DFLON ASTM E1 0 (3 SEC. Gum) qti • e/0 96-s/8,• Bs-t/a' a6-t/t8,' at-6/tea DECLARATORY STATEMENT DCIS-DEC-218 • • ••• ••• • • ••• •• •• • •• •• • • • • • • • • • • • • • ••• • • • • ••• g FWUIE {zu YS • •• • • • • • • *00 • • •• • STATIONARY PANEL (0) OR SIDELITES WATER • • •• • • • • • • • • x DESIGN LOAD CAPACITY -PSP • • •• : ••. 0 E ` L*DA E WATER VVITRAT1 91 ••• ••• • a Glias rrPs9 L0T ExrERuu1 tonp8 TOR Au as Flo d 'A','B',b' sro.sat +70.0 PS a F1UdE HPJOFIT FFANE 9RDTH *4M SSL- +90A PS 99m Exr.(+) 8fr.(-) ExT.(+)�gar.(-) EIR(+) 01r.(-) 8/8 42 70.0 80.0 80.0 90A 80.0 90.0 •• : : • • • •a00p• ••• 7/0 39 70A 80.0 90.0 90.0 90.0 90A 1.8� •• • • • • • P 9 8/0 38 70A BOA 87.8 87.8 9" 90.0 : • : :• • 11- 00 • - • 9TL0 1. • ••• •• . sILL D.L. OPENINGS: o.Lo. HpcHr - LEAF HEIGHT - 9.1870- (sm. BOT. RAIL) D.LO. HEIGHT - LEAF HEIGHT - 11.9378-(HI RIS BOT. RAIL) D.L.O. WIDTH m PANEL WIDTH - 4.OW _ 3/18'H.S.OIASS 3/18'H.S.MASS 1/8'HS.OUSs I/8'HS,tNA4S a AW 9GERIAYER AW KIEMAYER .080.INFE"YER AW DaERLAM U~9ENTRYGLW V~BUTACM PVB' 'DUPONT BOTACITE PVB' UP=SUTAWE PAS' 3/18•H.S.GLASS 3/19-H.B.MASS 1/8'M.S.MASS 8/32-HS.GLASS 6� Lu DOW 788 0010 798 �-' DOW CORN816 788 tX>oIW6 798 3 3 is Wi GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GUN TYPE 'D' "u Qoil 1/8'H.S.GLASS 1/4'HAL GLASS @$ @$ .090-DITIM AMEN .WD'KMRU1YER 9 '3 'BUPGWT SE AWMA4' 'BUPONT SDTR GLW 1/9-H.8 OLM 1/e H.s.OIASS -F - oWYtxx09N0 M Lu O1YCORIWGO M �i um.o FLA:PIE CALWO GLASS TYPE 'S' GLASS TYPE `F' GLASS CAPACITIES THIS SHEET ARE BASED ON ASTM E1313 00-04 (3 SEC. GUSTS) drowMg no. AND FLORIDA BUILDING COMMISSION WQ�_51 cLAznac oPTIONs DECLARATORY STATEMENT DCA08-DEC-219 9n«12. or 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . • . . MULLION C A roI�EI DOOR TO M3M=TO MORLMS MULuQN 6IDEWS J I/L E P //L • 'J // ' • • /IL \\ Z S MN WIDTH FRAYS MONT U D MUNFORM a OxcsD y %� • • • 9 9 D1pff9 iL.roa. E>R.t+>/Wr.(-) EK►.c+ .c- 24 80.0 a" 2" 1� \ E ♦ \ \ / 27 60.0 80.0 sm CS \ \ ♦ \ / 30 80.0 80.0 90.0 \ \ •• •\ •• ••• • \ / 33 6/6 80.0 80.0 809 e )) B D • � • • 0 \ B �r 39 a.0 �A 60.0 (OX) Q � ••' • • '•'S ••• ••' ox q 42 8 80.0 2" l ®� 24 80SILO 0 80.0 80A 3 27 86.0 909 0.0 A C A C A C 30 7/0 a" 80.0 80.0 33 80.0 80.0 80.0 \ \ \ 36 8" 80.0 1" /0E\ J i /0 \ E H P I 0\ 8 78.8 a" 9060 21 749 a" 80,0 C 24 71.1 80.0 80.0 27 8/0 879 lEd 80.0 fd 30 �A 80.0 O / p� 33 82.4 a" ILJ) ) M 80.1 BOA (3) � NOCK 6 4:9 UNWIFORM R � Do=m SmEm NULL= amCJ rtc ti11 � a�kw FOR DOORS CAPACITY SEE SHEET 2 • FOR SIOELITE CAPACITIES SEE SHEET 2.1.FOR R DELITE MULLION CAPACITY SEE CHARY Agm L0111ER VALUES FROM �SIDELITE MULLION BA CHART WILL APPLY To ENTIRE SYSTEM. w SIDELTiE "00ORWIDMI 9DEIJTE tl1lrnn 9DEIRE MOTH OOdt Mrom1 Y7 SP RAPE.�J6i6 3 - moarg no. W04-51 WIDTH DOOR MIRTH ehoel2 . . ... . . . •.. .• .. . . • .• •• . TYPICAL ANOHM SEE ELtYAiM I=Ow. TYPICAL ANS FOR SPACM 1111000� BULYC • •• • • • • SEE ELEVA•RO • • • • • • • •• • Z FOR SMACOdO a, E•OE•IST.' • • •• • • • • • • • • 'p a 't6 .. t,. :� '.�;.. � �:�d! • • • • • • • • ••• �.4• 5 3laaw id J dl NK 8 PEtlEft Y" e 3ON 31 a � o 3 3 . t norm ora 1 N i PENEIIMM 45 WO SIU. — — 18 8 © Q s I ffi—raDFtts aomroM RATE. c m • 14 3 ` 4 3 1 AND OPERZ.l IRJf�f3 N •.• ffi—Kiss FRAMft mm n d AN •'s�o' oD°' .�.v. ii •vi `' Q•'• .. .v.�.4, . APPLICABLE TOSTAMOWMTYPICAL ANWIRS fill.PE g n .o v '• a •' �:•' AND OPERABLE UMTS CJ4N g AL 3/18'XWIMP ' SEE 0".FOR SPAM 8 1/SU AT Swam �U AT SSU AT X DOORS dfowing no. WOE VIST. EIX#DIRT. W04-51 STA=GNARY ]JUNT gRI+l2AHTL UTQIT3 of 7 . . ... . . . ... .. .. . . . .. •. • • . . . . • . . . . Ow Dir. T ANCIM (� SM ELEVAIM TYPICAL ANIS roe' FOR SPACING �amlow 0L4T • •SPACING • •• • • . • • • • • • •• • EafE . • • •. • • • em-wa Jnr APPROWD •• � • •• •••.• Z aNa m • • • . • • • • • SM SEPAIM • • • ••• ••• • rig f so 0 # 0 0 V so WOODBUCKS AND META. srtBlcTURE NOT BY E.S. WNDOWS .T MUST SUSTAN (AADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEE gkV�FOR SPACING y TYPICAL ANCHORS: sm aev FOR www a 1/4- DIA LILTRACON BY 'ERGO' (Fu-177 MK Fy-188 00 INTO 28Y WOW BUCKS OR WOOD STRUCTURES L 1-3/8- MN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4-MN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. INR MASONRY 1-1/4- MN. EMBED INTO CONC. OR MASONRY 814 SMS OR SELF DRILLING SCREWS (MOE 2 CCR q INTO MIAMI-DAZE COUNTY APPROVED MULLIONS (MIN. THK. - 1/87) n INTO METAL STRUCTURES STEEL : 1/8-THK. MN. (Fy - 38 KSI MIN.) $ ti ALUMINUM : 1/8- THK. MIN. (8083-T5 MIN.) aILLS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) T/! TYPICAL EDGE DISTANCE tW1 INTO CONCRETE AND MASONRY- 2-1/2- MIN. INTO WOOD STRUCTURE - 1- MN. INTO METAL STRUCTURE = 3/4- MIN. CONCRETE AT HEAP.SRL OR MAIM 1b - 3000 PSI MN. C-80 HOLLOW/MM BI Oat AT JAMBS rm - 20M PSI WIL oil i MUM ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 8 WHITE/ALUMINUM COLORED SILICONE. far—J0.YM1D AWMp 6 •� PE 6 >§ W04— shoot 4 o . . ... . . . ..• .. .. . . . .. .. . . . . . . . . . . . (f1M SOUS AT ACnVE IOD WOK LEAFS �� g y .Y•4:.. OE ® a O ••(ti�•�} • •. t • • •••• MUST •K ENOAOOMO PUBODS uflEOED FLUSH BOLTS or.MMWAM ) 1/4•WY.-, ID10°nm EAH!ro lsx /a • • .x • ED ta°oa aMAX • GjSiS •• • IJ AC31eB 18AP DY-AC'Re8 LSAe � g T S Q ZP3t - to s •• • • •• •• •• 6yyyjjj 00 4• . . • • • • h (.� . . . • �QQ•Iff {Q x D.L OPO. D.L OPIL O SIDEM PANEL WOM LEW{MOTH FRAME MOM EXTERIOR opnm#l.mw TYPICAL ANCHORS OPIpW1L RE•Bt> MSEE SEE I .Wxrx.wx SHEET fan��gPgA''e"rmo ULL LOOM STI.cHNiHEL (STEEL TO BE PMOM OR PLATED) jh C-G ) TYPICAL AMONS $ g fOR IRV 1/4•MAX „j SwY x (sTm TO FULL LDWHXge= BE PmM OR PUM) TQ t 4 •: s ACM 1.&1e ORacnes 18Ae 1 •` I a ' •_'. to is x1 0.. I.'. s T rum B FM SPNM X-0 O.L.SEE MW. oPa FIn` a•.NeF1eAA MALFOR SPAGNO LEAF YAM STRUCTME IPo111E MOM EXTERIOR qQ\� Browing rro { X ) ff W04:-51 sheet of s . . ... . . . ... .. ,. . . . .. .. . . . . . . . . . . . t78Y/ PANT 8 gDANTNTY DS& T10N MATERIAL NAM./80P 1 63Q01-1 1 HEAD -78 to 2 E83001-2 i2 • all DOOR FRAME 4di16 • 98 . . • 83-T8 3 ES3002-1 1 & ( - 0 3A Ell 01 • .FRAME SIW(H►PoSR) • 808348 4 E93003-1 AS 8083 - 8 E8.7004 AS Rl SHEAR KATE O ANCHOR LOCATICINS 8083-78 3'LONG 9 ES3005-1 2/LEAF Top AND LTOTTOM RAIL 8053-75 - S NA ES3024 2/LEAF.a HDPRWU WTTCM1 LLAL •.• OW-75 -al � 7 E93006-1 1/Lm. oftwjo 8083^75 - O P 5 ES3007-1 1/LEAF WON 6"-a"SIDE i 8Y63-TB - 8 9 Ell 1/LEAr. op Zw- T8 - 10 ES30OB-1 AS REQ. INDEUTE SIE 8083-78 - 1q^. 11 FS-1202-914 2/LEW EXPOSED Fill OW STEEL SUU.NAN 8 ASSOCIATES W 11 FB-1202-814 2/LEAF CONCEALM FLUSH TXXT STEEL SALON&ASSOCIATES ; 13 E93011 AS RED. JAMS TRIM 8083-T5 OPRONAL 14 ES3012 1 SML COVER 6083-T, - 15 E83013 2/LEAF WEATHERSTRIP MAPTETN 8083-75 18 E87014-1P2/ PANEL PANEL CLAMP 8083-78 - 17 E63003-3 LEAF HIM ASSEMBLY 8083-78 SEE SHEET 2 17A - LEAF' Pill HINGES - SEE SHEET2 19 - DCOR LOCK(9AMANNAH 2019L) YALE 20 - DEAD BOLT Low(PROM) -� YA E21 W2232INDREQNL FIN-SEAL PLE 4!'STPoPPARi - fB.TRAFAS 22 COMIfEDD. BULB WEATFtOtSTRFPPSei VINYL AT SroFLITE PANELS t.T go HINGE- 1/HINGE HREINFORCING BAR AIUMINLIM 1-1/4'X1/8'%4-1/4'UDNG �'' 24 - AS RM HINGE REI NF1DAWN0 SAN A UMI NIW 1/8'THK.X 7-7 LONG 4 25 - 2/LEAF 3/8'DW.THREADED ROD W/HUTS STEEL �yt� 28 - AS RECD. FROM ASSY.SCREWS - 010 PAN HEAD M SMS � P d 27 - AS Rl MUWON REINF C1W*a A36 STEEL - Z 3e C!0 28 Ell AS RED. BOTTOM RAI.(LASS STOP NEOPRENE 'z 29 E94019 AS RIM PANEL Sill STOP NEOPRENE - to 30 - AS ROW. 3/8'Ow.X 1/8'HT.Will We= Fill LOWE RLEM 00. w 31 094013 AS RDS. WEDGE GASKET EPDM DUROMETETt 7333 SME A 32 E83W2 2/510.E FLUSH BMT BRACKET 8083 -TS 33 - 2/T ffil INSTALLATXXN SCREWS - /10 X 1'FM SMS 34 O/LON AS RM. DDDR PANEL W 8TWPM - I ovrn Eepn AWL,PA.PE CAA 3538 r dro" no. W04-51 sheet oT 7 4F . . ... • . • ... • . • . . • . . • f alae �V ao90 T r.o>e 1.770 �• .375 • .10.5 � • •••• • • s• 190 F T • • 0 • • ••••• 22.0 . i 0 • • Z/WA jjst ••• •.• F WEDGE GASKET 181) 1 F�--•a.m8 ate. •• • • • .• ••• •• t Q2. FRAME HEAD/JAMB 3360 r— • • • • • • • • • a 1.609 ,p78 • s • . • •• • • g • • • • • • • • • i6 .moo � 2°00 I I •• • • • • • •s• •• ® 1.500 5/16'IK I ®WEATHERSTRIP ADAPTER ® SHEAR PLATE I. (D 4D J73 88 1.790 1=0 I I .m5 9m .oas 4000 e6a 2 aoo ® I I t® JAMB TRIM (OPTIONAL) 813 fic S� 1.112. t 3 PIECE HINGE a n :� e TOP/BOTTOM RAIL �� � Z$4y .280 1,831 �Z 2..874 .tag AN spas 1 © PANEL CLAMP 1 .750 Ic 2.000 MULLION 3980 .913 ® REIW. CHANNEL 2.183 990 1.148 978 tl1YN! 19aAt► © SIDEIffE ADAPTER 1.790E •621 913 �I4IaiiYr OOO000dddeee 1111� 1.12.5 1 8� fe0�ki16.8ttb G 1 4 463 .0$2. .478 ' (Asa I .094 4.W0 AV SIDE LTTE STILE '' to SILL COYER 3 FRAME SILL (STD.) o� o 7. 7280 760 913 1• 4.0� .094 � ' iIr .480 1.146 Au gape; gtgµp 1 , 1.992. 690,790 FLA. 670 s{ 1.750 .�0 20W r ff 8 88.1' f 4000 dro•Ing no. L;4", I¢--4900 W04-51 HINGE STILE e Q LOCK STILE/KEEPER STILE HI—PROFILE BOTTOM RAIL ® FRAME SILL (HI—RISE) �p sheat .Iof 7 i 00 0 0 00 . . . . . . . . 00 . ... . . . . .. . .. . . A FRAME TOP CORNER "L DOOR J EAP CORNER STATIONARY PANEL OR SIDEWE CORNER ode OF lirgl- FRAME ROTTOMN flA PE!706s2 rT 311.T8 drawing na. W04-g7l sheet 7 Old Republic National Title Insurance Company OWNER'S POLICY Schedule A Policy No.: Date of Policy: Agent's File Reference: OF6-8195321 May 9,2014 @ 12:00 AM Jaar-1 Amount of Insurance: $315,000.00 Premium: $1,650.00 Address Reference: 360 NE 103 Street,Miami Shores,FL 33138 1. Name of Insured:Mike Jaar 2. The estate or interest in the Land that is insured by this policy is: Fee Simple as shown by instrument recorded as Document No. 20140243285 in Official Records Book 29096, Page 1325, of the Public Records of Miami-Dade County,Florida. 3. Title is vested in:Mike Jaar 4. The Land referred to in this policy is described as follows: Lot 5 and the East 1/2 of Lot 6,Block 37,Amended Plat of Miami Shores, Section One,according to the map or plat thereof as recorded in Plat Book 10,Page 70,Public Records of Miami-Dade County,Florida. Old Republic National Title Insurance Company 400 Secmtd Avenue SmxtX Minneapolis.Minnesota 55401,(612)371-1111 Agent No.: 38313 Issuing Agent: Plotkin Law Group,P.A. 2100 Sans Souci Boulevard Suite 1507 Miami,FL 33181 Agent's Signature B:201201 18 Page 1 of t Form OF6-SCH.A (rev.12110)(With Florida Mod>ykations) DoubleTIMOO 6.0 Old Republic National Title Insurance Company OWNER'S POLICY Schedule B Policy No.: Agent's File Reference: OF6-8195321 Jaar-1 This policy does not insure against loss or damage, and the Company will not pay costs, attorneys'fees, or expenses that arise by reason of: 1. General or special taxes and assessments required to be paid in the year 2014 and subsequent years. 2. Possible interest of Jennifer M. Tyler and unknown spouse, if any,because the deed recorded in O.R. Book 19046, Page 859,Public Records of Miami-Dade County,did not reflect the marital status or the non-homestead status of the grantor on said deed. 3. All matters contained on the Plat of An Amended Plat of Miami Shores Section No. I,as recorded in Plat Book 10, Page 70,Public Records of Miami Dade County,Florida. 4. Agreed Orders relating to Sewage Service recorded by the City of North Miami of O.R.Book 12740,Page 3060 and O.R.Book 13177,Page 1681,Public Records of Miami Dade County,Florida. 5. Mortgage in the sum of $281,847.00 from Michael Jaar, a single man to American Neighborhood Mortgage Acceptance Company,LLC,and/or The Secretary of dated 4/1/2014 and recorded 4/4/2014 in Official Records Book 29096,Page 1325,as Document No.20140243285 of the Public Records of Miami-Dade County,Florida. Page 2 of 2 Form OF6-SCK-B(rev.12110)ORth Florida Mod fflcadons) DoubleTlme@ 6.0 CFN:20140243285 BOOK 29096 PAGE 1325 DATE:04/04/2014 11:09:09 AM DEED DOC 1,890.00 HARVEY RUVIN,CLERK OF COURT,MIA DADE CTY On fxc 14 fid. e= [tl�tli, 33181 • -L------Ln Nom,F1.014111 PC%No.1 i4N"3400 . WARRANTY DEED ivi mmauR .Moto this day of 2014, BANNAK as ,as and �a lo •:: •',.•1�1d �7'H='� E��'�ltnta�d®�lonoitic®sa�nofl'�taraiNdl� . sow jqhgmby* wwWclW t e„d to to-OW-OWM rand QFfAfdMS bdm and mokft tow,to Wowft doted kmd' vM!aft to fAkV4t4DvAo Coo*Raft LOt% t$7;An'lw4W Plat dP M ,SAdm F+=�� Cam�+Flor�a. trt ItHaolc 10, 70,dP ' WORM* Ap*dit and/or r rm WW bnooa$d ter Arun Roditl ® MOW=. mwv5ddsw. a maw app ai ,�� tyt ,rna�.ofi ' ; . 'i •. rated,i+a�fartheyear2414 al's Btlb�Iuanti+a�s• . . •,'"• ♦ a' lwid.SW-*4Ald=. daft IWOW My www td tha 00 to sWd W4 and wB fide! #W la�lotettr�s dP w{1 ' x1� :�dMY�VVhOl�.�3RANTORt�►hair+urbosokltar't�tdands�itl�ed�9rld'9r�' b` k da oar w1•„ !'J s . ter r+ari 'L do D*ft* .,• �8 LVB�Av+�wa .' MPe W Mom%FL 341 t ,`��,t f,►,. 1,hY C11FY t('1�t Ott •dsy,ba!Or�9 tne,�d dWY In� , • •JR4. : adatawaon�plap�BHAI 1�4 ataitad� dwo me. •.- Q� dg 20 ..`.•ice .. `• RR , ,'