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WS-18-1328yam` Miami Shores Village a`geoREs r•�?'0 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 "'ate fitoai"vA Phone: (305)795-2204 Permit NO. WS-5-18-1328 Permit Type: Win+dows/Shutters eiltvorkoassification: n tWindow/Door Replaoem Permit Status: APPROVED IssueDate:6/1/2018 I Expiration:11/28/2018 Project Address Parcel Number Applicant 54 NE 95 Street 1132060130470 Miami Shores, FL 33138- Block: Lot: JUDITH WILLIAMS Owner Information Address Phone Cell JUDITH WILLIAMS 54 NE 95 Street (305)756-1312 MIAMI SHORES FL 33138-2707 Contractor(s) Phone Cell Phone D.L.F. SERVICES LLC (305)420-8135 ie of Work: REPLACE WINDOW AND DOORS AT EXISTIN of Openings: 17 iitional Info: ssification: Residential inning: 4 Fees Due Amount CCF $4.80 DBPR Fee $4.05 DCA Fee $2.70 Education Surcharge $1.60 Permit Fee $270.00 Scanning Fee $12.00 Technology Fee $6.40 Total: $301.55 Valuation: $ 8,000.00 Total Scl Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-5-18-67577 06/01/2018 Check #: 1016 $ 251.55 $ 50.00 05/17/2018 Check #: 1015 $ 50.00 $ 0.00 Avauaole Inspections: Inspection Type: (Window Door Attachment Final Review Buildi Review Buildi In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I ce th a the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonjpg. F erm re authorize the above -named contractor to do the work stated. June 01, 2018 Authori dES!g tff e: Owner / Applicant / Contractor / Agent Building Department Copy June 01, 2018 1 t _t Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 1 Q INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ILDING ❑ ELECTRIC ❑ ROOFING ,Y IN 2018 FBC 2 Master Permit Sub Permit No. saq ` 2-9 ❑ REVISION EXTENSION RENEWAL []PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP _ CONTRACTOR DRAWINGS JOB ADDRESS: NE 93 S7reer Folio/Parcel#: / �s Occupancy Type: MOW1VER: Name (Fee Simple CAddress 5q N N,Tenant/Lessee`Name:% CEmai!• IM,00;g!- CONTRACTOR70.1 pany Na Address:' / City: i f-/)Q/- Q% 06 — V11J—VV lUls the Building Historically Designated: Yes Load: Construction Type: Flood Zone: BFE: Titleholder): ��1T1-H�• 1 �,�.1, OVI�� hone#: r �Myh� t'1TH' 4s'r,�EF�' - NO FFE: St -ate`" r. I ;Zip.+ :3�1 Z). g ",. Q y�hnaa � • COw,. Qualifier Name; ' ' t--,,y / Phone# j State Certification or Registration #: /5/',5 Certificate of Competency #: ,_ DESIGNER: Architect/Engineer: Phone#: _ Address: City: State: Value of Work for this Permit: $iSquare/Linear Footage of Work: Type of Work: ❑ Addition EiReAlteration ❑ New ❑ Repair/Replace Description of Work: Zip: ❑ Demolition y /.? --;0' Specify color of color thru tile: h Submittal Fee $ co Permit Fee $ V � � CCF $ CO/CC $ Scanning Fee $ Radon Fee $ 0- �� 1 DBPR $ d� �� Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) �3- Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. I Signature 'OWNER or. AGENT The forj� oing instrument was acknowledged before me this r is {_�{� day of20 f ( ;by VJ ',' tnM�5 who is personally known to me or who has produced!7"�� 10 L__ as identification and who did take an oath. NOTARY PUBLIC:' Sign- el Print: Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of 20 L_ oby who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: i Seal: t ANA 1 FERREIRA Seal: Notary Public State of New Jersey i iOt �. Ices Feb**$i*0*s *********** Otto APPROVED BY Plans Examiner Structural Review ISABEL VA not::n, Public -St Gar -mission# Hy Corrm. Expires : � ice: -rough Natioi as Notary Public - State of Florida Commission # GG 161158 My Comm. Expires Mar 13, 2022 Bonded through National Notary Assn. ************ Zoning Clerk (Revised02/24/2014) • OFFICE'OF'THE APPRAISER PROPERTY Summary Report Property Information Folio: 11-3206-013-0470 Property Address: 54 NE 95 ST Miami Shores, FL 33138-2707 Owner JUDITH B WILLIAMS TRS JUDITH B WILLIAMS REV TR Mailing Address 54 NE 95 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/1 Floors 1 Living Units 1 Actual Area 1,904 Sq.Ft Living Area 1,605 Sq.Ft Adjusted Area 1,755 Sq.Ft Lot Size 9,675 Sq.Ft Year Built 1941 Assessment Information Year 2017 2016 2015 Land Value $241,547 $241,547 $184,000 Building Value $122,148 $122,148 $122,148 XF Value $26,571 $26,580 $16,027 Market Value $390,266 $390,275 $322,175 Assessed Value $390,266 $126,501 $125,622 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $263,774 $196,553 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Senior Homestead Exemption $50,000 $50,000 Widow Exemption $500 $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1534165342 MIAMI SHORES SEC 1 AMD PB 10-70 W1/2 LOT 5 & LOT 6 BLK 4 LOT SIZE 75.000 X 129 OR 12618-1397 0885 5 Generated On: 3/7/2018 2017 Aerial Photography Taxable Value Information 2017 20161 2015 County Exemption Value $0 $100,5001 $100,500 Taxable Value $390,266 $26,001 $25,122 School Board Exemption Value $0 $25,500 $25,500 Taxable Value $390,266 $101,001 $100,122 City Exemption Value $0 $50,5001 $50,500 Taxable Value $390,2661 $76,0011 $75,122 Regional Exemption Value $0 $50,500 $50,500 Taxable Value $390,266 $76,0011 $75,122 Sales Information Previous Sale Price OR Book - Qualification Description page 04/07/2016 $100 30041-1482 Corrective, tax or QCD; min consideration The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govfinfo/disclaimer.asp Version: SUCCESSOR TRUSTEE'S CERTIFICATION BEFORE ME personally appeared MICHAEL P. WILLIAMS, as Successor Trustee of the Judith B. Williams Revocable Trust Agreement dated the 7"' day of April, 2016: 1. On April 7, 2016, JUDITH B. WILLIAMS a/k/a JUDITH B. BROOKS established a Revocable Trust by written instrument of that date and such Trust named JUDITH B. WILLIAMS a/k/a JUDITH B. BROOKS as the initial Trustee to act thereunder. As to said Trust, the undersigned is the Successor Trustee currently holding office. 2. The provisions of said Trust provide in ARTICLE V thereof for distributions of income and principal to JUDITH B. WILLIAMS during her lifetime and for her benefit during any period of her incapacity and in ARTICLE VII thereof upon her death, terminates by distribution to certain beneficiaries. 3. ARTICLE X names son, MICHAEL P. WILLIAMS, as Successor Trustee and if he is unwilling or otherwise unable to act, appoints attorney, ANDRE' R. FOURNIER, as alternate. 4. ARTICLE XI of such Trust specifically grants the Trustee the power to invest and reinvest the Trust's assets and to convey any and all real and personal property held by the Trustee at any time, including Settlor's homestead residence. No contrary power or restrictions appear in the Trust documents. 5. The foregoing provisions of the Trust have been in full force and effect from April 7, 2016, through the date hereof. Attached hereto are pertinent portions of the Trust consisting of Page 1, Pages 11 through 18 and either a copy of Settlor's death certificate or obituary. 6. The purpose of these provisions is to show that this Trust is an active Trust rather than a passive Trust. Dated at Miami -Dade County, Florida, this day of fZ14, , 2016. MICHAEL A WILLIAMS, Successor Trustee STATE OF FLORIDA ) COUNTY OF MIAMI-DARE) I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State s: aforesaid and in the County aforesaid to take acknowledgments, personally appeared MICHAEL P. WILLIAMS, as Successor Trustee, who is personally known to me or who has produced as identification, and who executed the foregoing instrument and he acknowledged 6efore me that he executed the same. re-JTC NESS my hand and official seal in the County d Stat as said this day of . , 2016. i r otary Public, tate of Florida WRE' R. FOURNIER MY COMMISSION t FF 1280 * * EXPIRES: August 19. 2018 ?,�OWF BondedTlweudgdNdarySetrNes THE JUDITH B. WILLIAMS REVOCABLE TRUST AGREEMENT TRUST AGREEMENT made this day of 2016, between JUDITH B. WILLIAMS a/k/a JUDITH B. BROOKS, (hereinafter called the "Settlor"), and JUDITH B. WILLIAMS a/k/a JUDITH B. BROOKS, (hereinafter called the "Trustee"). ARTICLE I - NAME OF TRUST This Trust shall, for convenience, be known as the JUDITH B. WILLIAMS REVOCABLE TRUST AGREEMENT dated the -�)— day of 4-Pr,; 2016, and it shall be sufficient that it be referred to as such in any instrument of transfer, deed, assignment, bequest, or devise. ARTICLE H - TRUST PROPERTY The Settlor hereby transfers and delivers to the Trustee the property listed on Schedule A annexed hereto, to have and to hold the same and any cash, securities, or other real and personal property which the Trustee may, pursuant to any of the provisions hereof, at any time hereafter . hold or acquire, all of such property being hereinafter referred to as the Trust Estate, for the uses and purposes and upon the terms and conditions herein set forth. The Settlor reserves the right to reside upon any real estate placed in the Trust as her permanent residence during her life, it being the intent of this provision to retain for the Settlor the requisite beneficial interest and possessory right in and to such real property to comply with W H. The singular includes the plural and the plural includes the singular. ARTICLE XI - TRUSTEE A. Appointment of Trustee: The Settlor appoints herself, JUDITH B. WILLIAMS a/k/a JUDITH B. BROOKS, to serve as Trustee of the JUDITH B. WILLIAMS REVOCABLE TRUST AGREEMENT dated the —�J— day of 2016, created hereunder. 2. Upon the death, or mental or physical incapacity of JUDITH B. WILLIAMS a/k/a JUDITH B. BROOKS, the individual Trustee, as so certified by Marc Saltzman, M.D. as provided for in Article V, second paragraph on Page 4 above in writing, Settlor appoints MICHAEL PETE WILLIAMS to serve as Successor Co -Trustee. In the event MICHAEL PETE WILLIAMS is unable or unwilling to serve, then in that event, Settlor appoints ANDREI R. FOURNIER to serve as Successor Trustee. My Successor Trustee shall serve without responsibility for any acts of the original Trustee. Upon receipt of written notice of the incapac- ity of JUDITH B. WILLIAMS a/k/a JUDITH B. BROOKS, the individual Trustee, the Successor Co -Trustee is authorized and directed to transfer all assets to the name of Successor Trustee and in so doing is authorized to execute in their capacity as Successor Trustee, any stock powers or other instruments necessary to effect such a transfer of ownership. 3. Any successor to JUDITH B. WILLIAMS a/k/a JUDITH B. BROOKS, whether by transfer of situs of any Trust hereunder, consolidation, merger, or by resignation or otherwise, shall succeed as Trustee with like powers and effect as though originally named as I,. 1/1-1-" 11 such. In the event that one or both of the named Successor Trustees are unable or unwilling to act, then the surviving or remaining named alternate Trustee shall either elect to act or appoint a Successor Trustee to act in his or her capacity. 4. The title to the Trust Estate shall vest forthwith in any Successor Trustee acting pursuant to the foregoing provisions hereof, but any resigning or removed Trustee shall execute all instruments and do all acts necessary to vest such title in any Successor Trustee without court accounting. A Successor Trustee shall have no duty to examine the accounts, records, and acts of the previous Trustee or Trustees and shall in no way or manner be responsible for any act or omission to act on the part of the previous Trustee. Any claim or action against any previous Trustee must, in any event, be asserted or filed by any beneficiary within one year after such Trustee ceases to serve. 6. Settlor's Trustees shall be entitled to be reimbursed all expenses advanced and to a fee consistent with what is normal and customary in the community and any benefit otherwise given any of my trustees shall NOT be taken into consideration with respect to fees. ARTICLE XII - POWERS OF TRUSTEE In administering the Trust established hereunder, the Trustee shall have the express powers enumerated herein, together with all other powers conferred by law upon Trustees generally, and may exercise them at any time and from time to time in any valid manner with or without court order, as follows: A. Retain Trust Estate: To retain, without liability for loss or depreciation 1 12 resulting from such retention, the original assets and all other property hereafter transferred, devised, or bequeathed to the Trustee for such time as the Trustee shall deem advisable although such property may not be of the character prescribed by law or by the terms of this instrument for the investment of trust assets and although it represents a large percentage of all of the Trust Estate; said original property may accordingly be held as a permanent investment. B. Hold Uninvested Cash and Unproductive Property: For any periods deemed advisable, to hold cash, uninvested, even though the total amount so held is disproportionate under trust investment law or would not be permitted without this provision and to retain or acquire and hold unproductive realty or personalty. C. Invest and Acquire: To invest and reinvest trust assets in any type of property or security without regard to the proportion that investment of the type selected may bear to the entire Trust Estate, without limitation to the classes of trust investment authorized by law, and without regard to the possibility that the investments may be in new issues or in new or foreign enterprises. The property acquired may be realty or personalty, and may include life insurance, bonds, debentures, leaseholds, options, easements, mortgages, notes, mutual funds, investment trusts, common trust funds, voting trust certificates, and any class of stock or rights to subscribe for stock, regardless of whether the yield rate is high or low or whether or not the new asset produces any income at all. It is intended that the Trustee shall have the authority to act in any manner deemed in the best interest of the Trust involved, regarding it as a whole, even though certain investments considered alone might not otherwise be proper. D. Exercise Options and Conversion Privileges: To exercise any options, rights, and conversion privileges pertaining to any securities held by the Trustee as trust assets. E. Receive Additional Property: To receive additional property from any source, including the Personal Representative of Settlor's estate and the Trustee or beneficiary of any other trust, by whom created, and to hold and administer this Trust, by whomever created, and to hold and administer this property as part of the Trust Estate. F. Sell and Lease: To sell, convey, grant options to purchase, lease, transfer, exchange, or otherwise dispose of any trust asset on any terms deemed advisable, to execute and deliver deeds, lease, bills of sale, and other instruments of whatever character, and to take or cause to be taken all action deemed necessary or proper in connection therewith. G. Insure: To carry any insurance deemed advisable with any insurer against any hazards, including public liability, and to use insurance proceeds to repair or replace the asset insured. �, 13 H. Lend: On any terms deemed advisable, to lend trust funds to any borrower, including the Personal Representative of Settlor's estate and the trustee or beneficiary of any trust, by whomsoever created, and to change the terms of these loans. This authorization includes the power to extend them beyond maturity with or without renewal and without regard to the existence or value of any security therefor, to facilitate payment thereof, to change the interest rate thereof, and to consent to the modification of any guarantee relating thereto. I. Borrow: To borrow whatever money the Trustee deems desirable for any trust on any terms from any lender including the Trustee and the personal representative of the Settlor's estate, and the Trustee or beneficiary of any other trust, by whomsoever created, and to mortgage, pledge, or otherwise encumber as security any assets of the borrowing Trust. J. Term or Duration of Obligation: Incident to the exercise of any power, to initiate or change the terms of collection or of payment of any debt, security, or other obligation of or due to the Trust Estate, upon any terms and for any period, including a period beyond the duration or the termination of any or all trusts. K. Compromise or Abandonment of Claims: Upon whatever terms the Trustee deems advisable, to compromise, adjust, arbitrate, sue on, defend in favor of any trust; to abandon any asset the Trustee deems of no value or of insufficient value to warrant keeping or protecting; to refrain from paying taxes, assessments, or rents, and from repairing or maintaining any asset; and to permit any asset to be lost by tax sale or other proceeding. L. Distribution in Cash or in Kind: To distribute any shares in cash or in kind, or partly in each, and the Trustee's valuation of assets upon making distribution shall, if made in good faith, be final and binding on all beneficiaries. M. Use of a Nominee: To hold any or all of the trust assets, real and personal, in the Trustee's own name, or in the name of any corporation, partnership, or other person as the Trustee's nominee for holding the assets, with or without disclosing the fiduciary relationship. N. Bid in or Take Over Without Foreclosure: To foreclose any mortgage, to bid in the mortgaged property at the foreclosure, and to retain it or dispose of it upon any terms deemed advisable. O. Pay Off Encumbrances: To pay off any encumbrance on any trust asset and to invest additional amounts to preserve it or to increase its productivity. P. Vote Stock: To vote stock for any purpose in person or by proxy, to enter into a voting trust, and to participate in corporate activities related to any trust hereunder in any capacity permitted by law, including service as officer or director. Q. Participate in Reorganizations: To unite with other owners of property similar to any held in trust in carrying out any plan for the consolidation, merger, dissolution, liquida- tion, foreclosure, lease, sale, incorporation, reincorporation, reorganization, or readjustment of the capital or financial structure of any association or corporation in which any trust has a financial interest; to serve as a member of any protective committee; to deposit trust securities in accordance with any plan agreed upon; to pay any assessments, expenses, or other sums deemed expedient for the protection or furtherance of the interests of the beneficiaries hereunder; and to receive and retain as trust investments any new securities issued pursuant to the plan, even though these securities would not constitute authorized trust investments without this provision. R. Employment of Assistants and Agents: To any extent reasonably necessary, to employ attorneys, accountants, tax specialists, brokers, investment counselors, realtors, managers for businesses, farms, ranches, groves and forests, technical consultants, attorneys -in -fact, agents, and any other consultants and assistants the Trustee deems advisable for the proper administration of the Trust Estate. S. Establishment and Maintenance of Reserves: Out of the rents, profits, or other gross income received, to set aside and maintain reserves to the extent deemed advisable to meet present or future expenses, including taxes, assessments, insurance premiums, debt amortization, repairs, improvements, depreciation, obsolescence, general maintenance, and reasonable compensation for services, including services of professional and other employees authorized hereby, as well as to provide for the effects of fluctuations in gross income and to equal or apportion payments for the benefit of beneficiaries entitled to receive income. T. Manage Realty: To deal with realty in any manner lawful to an owner thereof. This authority includes the right to manage, protect, and improve it, to raze, alter and repair improvements, to sell or contract to sell it in whole or in part, to partition it, to grant options to purchase it, to donate it, to convey to, to acquire it, release, or grant easements or other rights relating to it, to dedicate parks and thoroughfares, to subdivide it from time to time, to lease it in whole or in part, and to renew, extend, contract for, and grant options in connection with leases. Leases, contracts to sell, mortgages, and any contract entered into by the Trustee can be made on any terms and for any period, including a period beyond the duration or termination of any or all trusts. U. Carry on Business: With reference to any business that may be or become a part of the Trust Estate whether organized as a sole proprietorship, partnership, or corporation, upon such terms, for such time, and in such manner as the Trustee deems advisable: 15 C1 U 1. To hold, retain, and continue to operate such business solely at the risk of the Trust Estate and without liability on the Trustee's part for any losses resulting therefrom. 2. To incorporate, dissolve, liquidate, or sell such business at such time and upon such terms as the Trustee deems advisable. 3. To borrow money for business purposes and to mortgage, pledge, or otherwise encumber the assets of the Trust Estate to secure the loan. 4. To exercise with respect to the retention, continuation, and disposition of such business all the rights and powers for which the Settlor would have been capable, including all powers as may now or hereafter be conferred upon the Trustee by law or as may be necessary to enable the Trustee to administer the Trust Estate in accordance with the provisions of this Agreement, subject to any limitations thereof that may be provided for herein. V. Allocation to Principal and Income: All receipts of money or property paid or delivered to the Trustee and all expenses shall be allocated to principal or income in accordance with the laws of the State of Florida. ARTICLE XIII - CONSTRUCTION OF AGREEMENT The headings and subheadings used throughout this Agreement are for convenience only and have no significance in the interpretation of the body of this Agreement, and Settlor directs that they be disregarded in construing the provisions of this Agreement. IN WITNESS WHEREOF, I, JUDITH B. WH LL4MS a/k/a JUDITH B. BROOKS, as Settlor of the foregoing Trust Agreement, have hereunto set my hand and seal this 'I day Of , 2016. f Q JUD B. WH LIAMS a/k/a JUDITH B. BROO , Settlor This instrument was signed, sealed, published and declared by the Settlor, JUDITH B. WILLIAMS a/k/a JUDITH B. BROOKS, as her Revocable Trust Agreement in our joint 16 r ♦a presence, and at her request we have signed our names as attesting witnesses in her presence and in the presence on: on the date first above written. / Residing at Residing at d 0 0,5" .�1�4 /V'-f DIle STATE OF FLORIDA ) ) ss COUNTY OF MIAMI-DADE) I, JUDITH B. WILLIAMS aWa JUDITH B. BROOKS, declare to the officer taking my acknowledgment of this instrument, and to the subscribing witnesses, that I signed this instrument as my Revocable Trust Agreement. ('Ia JUD B. WII.LIAMS a/k/a JUDITH B. BRO , Settlor We, BEVERLY ANN SIMPSON and WTL.LTAM 'n. STMpCnN, .Tp.,havebeen sworn by the officer signing below, and declare to that officer on our oaths that the Settlor declared the instrument to be the Settlor's Revocable Trust Agreement and signed it in our presence and that we each signed the instrument as a witness in the presence of the Settlor and of each other. Witness Witness / ,/J . Acknowledged and subscribed before me by the Settlor, JUDITH B. WILLIAMS a/k/a JUDITH B. BROOKS, who is personally known to me or who has produced N . A. as identification, and sworn to and subscribed before me by the witnesses, BEVERLY ANN S IMP SON , who is personally known to me or who has produced N.A: as identification, and WILLIAM D. SIMPSON, JR. ,who is personally known to me or who has produced N.A. as identification, and subscrib d by me in the presence of the Settlor and the s bscribing witne 11 on the day of l L , 2016. Public, State of Florida ANDREI R, FOURNIER MY 06118810N f FF.12W O * * �(P1RE�; pupult 19, 2018 °;'VNfV Vgp dihiUSud*NdarySenka ACCEPTANCE BY TRUSTEE The undersigned hereby accepts the trust imposed by the foregoing Trust Agreement and agrees to serve as Trustee upon th _terms and conditions therein set forth. Dated this 1� day of C.,t 2016. Signed, sealed and delivered in the presence of 71 STATE OF FLORIDA ) ) ss COUNTY OF MIAMI-DADE) The foregoing instrument was acknowledged before me this day of 2016, by JUDITH B. WH.LIAMS aWa JUDITH B. BROOKS, Trustee, who is personally known to me or who has produced A14 - as identifie"ation and wTio did take anoath. of Public, State of Florida ANDRE R. FOURNIER MY COMMISSION i FF i2W * * EXPIRES, AUQUM 19, 2018 � 18 ���,� gq�ie�No�rySaatces t SCHEDULE "A" (Description of all stocks, bonds, life insurance policies and other assets which are to be delivered to the Trustee at time of execution of the Agreement). Real Estate: Lot 4 and East V2 of Lot 5, in Block 4, of NUAMI SHORES SECTION 1, according to the Plat thereof, as recorded in Plat Book 10, at Page 70, of the Public Records of Miami -Dade County, Florida, a/k/a 86 N. E. 95`h Street, Miami Shores, FL 33138 West %2 of Lot 5 and Lot 6, in Block 4, of MIAMI SHORES SECTION 1, according to the Plat thereof, as recorded in Plat Book 10, at Page 70, of the Public Records of Miami -Dade County, Florida, aWa 54 N. E. 956 Street, Miami Shores, FL 33138 Tract 39, of BISCAYNE GARDENS, SECTION A, according to the Plat thereof, as recorded in Plat Book 40, at Page 41, of the Public Records of Miami -Dade County, Florida, a/k/a 325 N. E. 152nd Street, North Miami, FL 33162 Lot 18, in Block 238, of INDIAN LAKE ESTATES, UNIT 6, according to the Plat thereof, as recorded in Plat Book 40, at Page 41, of the Public Records of Polk County, Florida Lot 19, in Block 238, of INDIAN LAKE ESTATES, UNIT 6, according to the Plat thereof, as recorded in Plat Book 40, at Page 41, of the Public Records of Polk County, Florida Lot 1, in Block 2, of SUNSHINE ESTATES SECTION 1 PLANTATION KEY, according to the Plat thereof, as recorded in Plat Book 4, at Page 63, of the Public Records of Monroe County, Florida Lot 28, in Block 78, of INDIAN RIVER ESTATES UNIT NO.9, a subdivision, according to the Plat thereof, as recorded in Plat Book 10, at Page 74, of the Public Records of St. Lucie County, Florida 7/18/2017 t Miami -Dade OtficW Records - Print Document Ilf III IlIII illlf ilia! Hill 1lIII lllfl 1111 IIlI CFN 2016if2O226093 OR SK 30041 Pss 1482-1485 Wss) RECORDED 04/18/2016 13105105 DEED DOC TAX $0.60 SURTAX $0.45 HARVEY RUVIN+ CLERK OF COURT MIAtlI-DADE COUNTY► FLORIDA IlVDEPTTURE Folio Nos.:11 3206-013-0460.11-3206.01l-4470 and 30-22184002-0450 N THIS INDENTURE made this day of 2016, by and between JUDITH B. WILLIAMS *Wa JUDITH B. BROOKS, an anremarried widow, hereinafter referred to as the Grantor, and JUDITH B. WILLIAMS aWa JUDITH B. BROOKS, as Trustee of the JUDITH B *AVELLIAMS REVOCABLE TRUST AGREEMENT DATED THE f•% DAY OF*9Street, aLt�— 2016, hereinafter referred to as Trustee, whose post office address is 54 N. F Miami Shores, FL 33138-2707. Grantor, in consideration of the sum of Ten ($10.00) Dollars and other good and valuable considerations, receipt of which is hereby acknowledged, does hereby grant, bargain, sell and convey to the Truster, her successors and assigns, all Grantor's interest in the following described property, situate m Miami -Dade County, Florida, to -wit Lot 4 and East %: of Lot 5, in Block 4, of MIAPM SHORES SECTION 1, according to the Plat thereof, as recorded in Plat Book 10, at Page 70, of the Public Records of Miami -Dade County, Florida, a/k/a 86 N. E. 956 Street, Miami Shores, FL 33138; West % of Lot 5 and Lot 6, in Block 4, of MIAMI SHORES SECTION 1, according to the Plat thereof, as recorded in Plat Book 10, at Page 70, of the Public Records of Miami -Dade County, Florida, aWa 54 N. E. 951 Street, Miami Shores, FL 33138, this properly is the homestead property of the Grantor/Trostee, and Tract 39, of BISCAYNE GARDENS, SECTION A, according to the plat thereof, as recorded in Plat Book 40, at Page 41, of the Public Records of Miami -Dade County, Florida, a/k1a 325 N. E.152i° Stre e4 North Miami, FL 33162. Book30041 /Pagel 482 CFN#20160226093 Page 1 of 4 https://wwN2.mismi-dadederkconVOMciaiRecordaftntDommenLaspx7ClS=YaoUfOnoy2CFYMzKfgeRbft XXpxOAZRR3sgivNaOvBNXJCC3%2bS%2... 1/4 7118=7 t MiamiDade 011cial Records - Print Document To have and to held said real estate with the following powers and for the following uses and purposes, to -wit l . The Trustee is vested with full rights of ownership over the above -described real estate and Trustee is specifically granted arid given the power and authority: a. To protect and conserve said teal estate and improved located thereon and to pay the taxes assessed thereon. b. To sell said real estate, for cash or on credit, at public or private sale, to exchange said real estate for other property and to grant options to sell said property, and to determine the price and terms of sales, exchanges and options. C. To execute leases and subleases for terms as long as 20 years, to subdivide or improve said real estate and tear down or alter improvements, to grant easements, give consent and make con -tracts relating to said real estate or its use and to release or dedicate any interest in said real estate. d. To borrow money and to mortgage, pledge or encumber any or all of the said real estate to secure payment thereof. e. To manage, control and operate said real estate, to collect the rents, issues and profits, to pay all expenses thereby incurred, and in addition, to manage and operate any business that may now or hereafter be operated and maintained on said real estate, and in general, to exercise any powers authorized by the provisions of Chapter 737, Florida Statutes. f. The Trustee's liability hereunder, under the Trust Agteemad or by operation of law to any person, firm or corporation is limited to the trust assets and the Trustee shall not become individually or personally obligated in any manner related thereto. 2. The Trustee shall hold said real estate and make distributions of 'd real estate or of the proceeds derived ther+efi+om in accords= with the terms and cxmdibm f M4.2(01,6, cestain Judith B. Williams aWa Judith B. Brooks Revocable Trust Agreement dated and any amendments thereto. Book30041/Pagel483 CFN#20160226093 Page 2 of 4 MtpsJMrww2.miami-dadederkoomRXkialReoordwWntDommient.aWGQS=YaoUK)mtr 2CFYMzltfgeRbrhXXpxOAZRR34 MaGvBNXJCG%2bS%2... 214 7/1812017 L Mlemi-Dade Offiaal Records - Print Document 3. No purchaser, grantee, mortgagee, lessee, assignee or any other person dealing with the Trustee need we to the application of any proceeds of any sales, lease, mortgage or pledge, but the receipt of the Trustee shall be a complete discharge and acquittance therefore. Any and all persons, including but not -limited to the grantees, mortgagees, leases, tmnsfemes and assigns dealing with said Trustee need not inquire into the identification or status of any beneficiary under this deed or any collateral instrument nor inquire into or ascertain the authority of such Trustee to act in and exercise the powers granted by this deed or adequacy or disposition of any consideration paid to the Trustee nor inquire into the provisions of said unrecorded Trust Agreement and any amendments thereto. 4. The Grantor recites that this conveyance is made in conformance with the provisions of Section 689.071, Florida Statutes. 5. By her acceptance of this conveyance, the Trustee covenant and agree to do and perform the duties, acts and requiucuients upon her binding. 6. Each and every power herein above set forth may be exercised by any Trustee. Any instrument executed by any Trustee or any act taken by any Trustee shall be binding upon the trust and all of the Trustees as fully and completely as if all Trustees had executed said instrument or taken said action 7. The Successor Trustees) shall have all of the title, powers and discretion herein given to the Trustee, without any act of conveyance or transfer. A certificate signed by any Trustee or any Successor Trusted under this instrument and acknowledged by him/her before a Notary Public shall be conclusive evidence upon all persons and for all purposes of the fads stated in the certificate representing the teams of this instrument and the identity of the Trustees who from time to time are serving under it. NOTE TO PROPERTY APPRAISER: The Grantor confirms that under the terms of the Trust referred to above, the Grantor has not less than a beneficial interest for life and is entitled to a homestead tax exemption pursuant to the provisions of Florida Statute 196.041(2). IN WITNESS WHEREOF the Grantor has signed and sealed this Deed the date above written. Book30041 /Pagel 484 CFN#20160226093 Page 3 of 4 hops://wwu2.miaml-dededork.con/OMdalRecords/PrintDxumenLaspx?Q8~YaoUfOnvy2CFYMzKfgaRbdiXXpxoAZRR3sgjvNaGvBNXJCG%2bS%2... 3/4 7/1=0'17, Miami -Dade Official Records - Print Document Signed, sealed and delivered in our m encer r' 1 Signature of Witness / Print Name of Witness STATE OF FLORIDA ) OR SK 30041 PG 1485 LAST PAGE JUD a/lr/a JIJDrM B. BR KS 54 N. E. 95* Street Miami Shores, FL 33138-2707 )n COUNTY OF 11EIIAMI DADS) The foregoing Warranty Deed was acknowledged before me this day of X1L- 201 kL WHIJAMS aWa JUDITH B. BROOKS, as aareunwried widow, who i personally ar has produced Al 14 as o did take an oath. bAry lie, State of Florida . IKCtfWNIBIlIF�l1 t 1fi4f01t1 Prqm,od by. ANDRE' R. FOURNIER, ESQ. P.O. Box 610277 North Miami, FL 33261 Book30041 /Pagel 485 CFN#20160226093 Page 4 of 4 tdtpsJ/wwM2.miemi-dadederkcomlOMdalRecordsA3dntDocument.aspx?QS=YaoUtOnQy2CFYMzKfge GvBNXJCG%2bS%2... 4/4 Toli Free � a- �� �\ � ~\� ^� )!§ \ \ ^/�\ \\\ \\� \�\{�. � � \ \� \./� i \\d.y/\z\ tf // , / _'\ k � \ . /}® v BUREAU of VITAL STATISTICS CERTIFICATION OF MATH STATE FILE NUMBER: 2016058682 DATE ISSUED: April 18,2016 DECEDENT INFORMATION STATE FILE DATE: April 15,2016 NAME_ : JUDITH . B WW4-*MS AKA juDffH BROOKS.1 DATE OF DEATH: Apt 1 2016 SEX- FEMALE AGE: 077.:11"Its "em DATE OF BIRTH::, QV ber22,1938 SSN: 225444294 BIRTHPLACE: APPALACHIA, VIRGINIA, UNITED STATES PLACE WHERE DEATH OCCURRED: INPATIENT FACILITY NAME OR STREET ADDMS: CLEVELAND . CLINIC AND HOSPITAL. LOCATION OF DEATH: WESTONO:,AftbWARD J:OUOT 3331 SURVIVING SPOUSE.01110EDEmrs, LNCE AND HISTORY INFO m0 N R".. MARITAL STATUS: WIDOVWD ;J SPOUSE (IF FEMALE, MAIDEN NAME):NONE- RESIDENCE: 54 NE 99M STREET, MIAMI SHORES, FLORIDA 33136, UNITED STATES COUNTY- MIAMI-DADS OCCUPATION INDUSTRY: REGISTERED NI 1R:,PknfATE DOCTOR RACE: —XWhite —B" or African ArnerWmq Asian Ind�n Chin ese Filipino —Native HawaIj:0n';'; --American Indian or Ants mn Native —Tribe: Japanese _Korean —) --vietnarnew Guamian or Chst;o� —Saffmm —Other 0111ioci'sf: Pttw Asian: --Other.' . —Unknown HISPANIC OR H,AITIAN ORIGIN? NO, NOT OF HISPANICMAITIAN ORIGIN EDUCATION: BACHELORS DEGIM, EVER IN U.S 'ARMED FORCES?NO PAREN XND INFORM AW'INFORmAirlooi FATHER: CHARLES 00 MOTHER. CHLOE WOMPLER INFORMANTMICHAEL YALuAms RELATIONSHIP TO DECEDENT: SON INFORMANTS ADDRESS: 96 ROXITICUS ROAD,. fAlt HILLS, NEW JERSEY 07931, UNITED STATES PLACE OF DISPOSITION AND FUNMAL FACILITY INFORMATION h PLACE OF DISPOSITION. WOODLAWN-"'* EMETERY NORTH MIAMI. FLOiia­ AS METHOD OF DISPOSITIOW BURIAL FUNERAL DIRECTORA.ICENSE NUMBER:- GREGO L MASON, F044537 FUNERAL, FACILITY: GREGG L MAPON FUNERAL HO 706 F041 I0936 NIE WM AVENUE, MIAMI,., IDA 33161 CERIMPIER INFORMATION* .Typi OF CERTIFIER: CERTIFYING PHYSICIAN MEDICAL EXAMINER CASE NUMBER' NOT APPLICABLE e TIME OF DEATH (24 hr): 1665 CERTIFIER% NAME: FREDERICK SCOTT . ROSS CERTIFIER'S LICENSE NUMBER: ME116180 NAME OF ATTENDING PHYSICIAN (if odw.then CeHffier): NOT ENTERED::. 4L .8taftRegistrar REQ: 2016946769 TMI�WV GWMTURECERTIFIES THAT- ATME AND OORFM= OOPYC07W OFPDX RECORD ON FW IN TW OFRCF- Wt. X74 THS DOMM OR 0 4EdJAM PAMIM WATMV"O OF 7W GREAT WARNING: SEAL OF VfE W0744AAF MRIDA. ==mlcomlol "TMff VERWYM THE PROOM'OF THE WATER- MARICIL E"T FACE COWN SEAL, AND IMMORED BACKGROUND. 60 LT. 'jFd1AL =A=NFL rR r LmWrrMlEXT.THEDOCWMWrWaLMOrPFKMLIOE A COLOR COPY. 11111 N Rs i �lll Il�) �� {1H1 �� Imen 1 DH FORM 1946 (03-13) NIB jug 3 1 8 6 2 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). AcknowIed9;,P,-pe. 1671'alif?M. Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) 0 Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. D Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than lx), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009:11/17/2014 CU PROJECT ADDRESS: 54 NE 95 STREET MIAMI SHORES, FL WINDOW SCHEDULE Opening Design Pressure I Engineering Calculatinns PERMIT# 18-1328 Mark / No. NOA # W H NOA + PSF NOA - PSF + PSF - PSF ZONE GLASS TYPE MEET EGRESS REQUIRED EGRESS WINDOW TYPE A 17-1011.22 36 38 70 75 57.19 62.03 4 A YES YES CASEMENT B 17-1011.23 54 50 75 90 54.85 59.69 4 A NO NO S.H. WINDOW C 17-1011.23 36 50 75 90 56.35 65.2 4 A NO NO S.H. WINDOW D 17-1011.23 18 36 75 90 57.18 62.03 4 A NO NO S.H. WINDOW F 17-1011.23 36 50 75 90 56.35 61.2 4 A NO NO S.H. WINDOW G 17-1011.23 36 38 75 90 57.19 62.03 4 A NO NO S.H. WINDOW H 17-1011.20 33 50 80 90 56.68 75.55 5 A NO NO FIXED GLASS 1 17-1011.23 36 50 75 90 56.4 74.99 5 A NO NO S.H. WINDOW J 17-1011.23 18 38 75 90 57.19 76.57 5 A NO NO S.H. WINDOW K 17-1011.23 36 25 75 90 57.19 76.57 5 A NO NO S.H. WINDOW L 17-1011.23 53 50 75 90 57.19 76.57 4 A NO NO S.H. WINDOW E EXISTING DOOR SCHEDULE Opening Design Pressure I Engineering Calculations Mark / No. NOA # W H NOA + PSF NOA - PSF + PSF - PSt • •' :Z64 ••• GLASS TYPE MEET EGRESS REQUIRED EGRESS DOOR TYPE 1 17-0118.04 36 80 70 75 42.5 " 40 ' ' 4' LAMINATED YES YES EXT DOOR 6 17-1218.15 32 80 70 75 42.9 46.6 4 G2 YES YES SINGLE FRENCH 7 17-1218.15 72 80 70 75 40.5 " ,44.3 r "•'4 .9G2 YES YES DOUBLE FRENCH MIAMFDIADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of F9p4truction materials. The documentation submitted has been reviewed and accepted by Miami-pade CbwJXRER ,..... Product Control Section to be used in Miami Dade County and other areas where'alld4d by the Authority Having Jurisdiction (AHJ). ' ...... .. . ...... This NOA shall not be valid after the expiration date stated below. The Miami-Dade,4aaty Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade.Ebttisty) resoMft right • to have this product or material tested for quality assurance purposes. If this protlb" or material fails to': perform in the accepted manner, the manufacturer will incur the expense of suchrWAj and Ne Alt ma;:::: immediately revoke, modify, or suspend the use of such product or material withu� then Jurisdiction. RER • reserves the right to revoke this acceptance, if it is determined by Miami-DadeCOtmQy Product.ControT...;. Section that this product or material fails to meet the requirements of the applicablebuilding cods"" This product is approved as described herein, and has been designed to comply Ugf the Florida Buildin;" Code,.including.the.High_V.elocity_Hunicane,Zone. 0 • • 0 • [ DESCRIPTION: Series "Eco-Guard 300" Aluminum Fixed Window — L.M.L APPROVALDOCUMENTDiNW09=20,—titled"Tco-Guard Series-300 A :rawngo.lum Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed- and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0715.10 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 Sifang Zhao, P.E. NOA No. 17-1102.20 Expirati n Date: June 17, 2019 4 Approval Date: January 11, 2018 page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20, titled "Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. .... B. . . .... ...... TESTS Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 : : • : • • * • 0 • • • • • 2) Uniform Static Air Pressure Test, Loading peUBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-04 ... • : • • • • • • • • • • along with installation diagram of a 97 1/4" wide x 961/8" higt?Fe6:•Guard'3t'ri4s 3000 0 • ..... . ...... aluminum double fixed window, prepared by Hurricane Engineeru� & Testing 1•nc., • • Test Report No. HETI-08-2192A, dated 01/15/09, signed and Sealectby Candido F. ....;. Font, P.E. (Submitted under NOA#09-0413.08) 0 0 """ Test reports on: 1) Large Missile Impact Test per FBC, TAS 26-44 • • • • • • • • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 971/4" wide x 96 1/8" high Eco-Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 47 5/8" wide x 96" high Eco-Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted underNOA#09-0413.08) :5i1+!4 e'4QO Sifang•Zhao,.P.E. Control Examiner NOA No. 17-1102.20 Ez[Product raon Date: June 17, 2019 Approval Date: _ January_11, 2018 1. 2. 3. 4. 5. E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. 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 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco-Guard series 30a aluminum fixed window, prepared by Hurricane Engineering & Testing Ina-T%t Report No. HETI-08-2195A, dated 01/15/09, signed and sealejl by'Qandidd?.,Font, P.E. (Submitted under NOA#09-0413.08) C. CALCULATIONS .... 1. Anchor verification calculations and structural analysis, complyiag-mth W,00 Edition (2017), dated 10/13/17, prepared by Al-Farooq CorpofdttdA;signe1f &Rd: sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 • D. QUALITY ASSURANCE • • • • • 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/ 18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 50' Edition (2014), with FBC 601 Edition (2017), and of no financial interest, dated October 13, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 15-0715.10, issued to Eco Window Systems, LLC for their Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I., approved on 09/03/15 and expiring on 06/17/19. Sifang Zhao, P.E. Product. Co ntro I -Exa ro iner NOA No. 17-1102.20� Expiration Date: -June 17; 2019 Approval Date: January 11, 2018 E-2 2.688 .062� 69 2.611 0 FLUSH FRAME ADAPTER O FRAME HEAD/SILL/JAMB 813 0 .0 � �� Q GLAZING BEAD j� 1.0701 •375 .050 O3 ANCHOR COVER ECO—GUARD SERIES-300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 29Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. FALSE MUNTINS (SURFACE APPLIED) 17 2018 VV&(q — ) JD.Q � d c( p 00 Q Z O w � o U a a: z U � z Z) Q ¢ 0 0- 2 z :, L) w uj w o 0 O C) 0 F- z r� 0 w w H _' N. M 0 0 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 6" MAX. 12" MAX. GLASS D.L.O. DIMS. D.L.O. HEIGHT = WINDOW HEIGHT - 3.625" D.L.O. WIDTH = WINDOW WIDTH - 3.625" PRODUCT REVISED s complying with'the FlorW l'tnildiug Code Accept:ulce Nc 1 % L/D fxPirstion ate P Miami Dsde Pradnct f onwal to mw w z tag U :.ENSF' ; .7 TEOF •: ....00 csvi .R. 8 "�i • iY 0 00 LAJ En Z_ tJ 00 3 z o cv Q cv -� of U O w w W 00 o o � o $ v drawing no. W09 -20 of 3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS .090" Interlayer .090" Interlayer Trosifol PVB SentryGlas \ By 'Kuraray America, Inc.' By 'Kuraray America. Inc.' F3/16" ANN. GLASS �--3/16' HEAT STREN'D. GLASS SILICONE SILICONE �+ DOW CORNING 899 GE SCS 2000 DOW CORNING 899 GE SCS 2000 zm m I! io I! 4 ' �I 5 rn 4 ' II 5 0)�1 lj AT 1/4 POINTS !i !i AT 1/4 POINTS II II 8 ON LINES WIDER !I ji 8 ON LITES WIDER THAN 36' ONLY THAN 36" ONLY :Y#4 8 X 1-1/4' SMS #8 X 1-1/4" SMS AT 3-1/2' FROM ENDS AT 3-1/2" FROM ENDS AND 10" O.C. MAX. AND 10" O.C. MAX. GLASS TYPE 'C' GLAZING OPTIONS GLASS TYPE 'D' I I I I ' i 1 3 I � I 1 l L- _J WINDOW WIDTH WINDOW WIDTH 3 I WINDOW WIDTH WINDOW WIDTH c� 3 3 0 z 3 WINDOW WIDTH r- 7 z �i 3 L J W H� r � WINDOW WIDTH l I � o 3 L J ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) 1NT.(-) 24" 30" 36" 42" Q. 54" 60" BB" 72' 36• 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 24" 30" 36" 42" 48" 54" 60" Be* 72" 48 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 76.6 80.0 90.0 24" 30" 36" 42' 48" 54" 60" 66" 72" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0. 75.d- 80.0 9-6.0 96.6 1 �. 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 66.8 71.3 80.0 90.0 60.2 64.2 80.0 90.0 60.2 64.2 80.0 90.0 60.2 64.2 80.0 90.0 24" 30" 36" 42" 48" 54" W. 72" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 76.6 80.0 90.0 66.8 71.3 80.0 90.0 60.2 64.2 1 80.0 90.0 24" 30' 36" 42" 48" 54" 84" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 70.0 70.0 80.0 90.0 65.6 65.6 80.0 90.0 64.3 64.3 80.0 90.0 24" 30" 36" 42" 48" 96" 1 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 76.2 80.0 90.0 64.6 64.6 80.0 90.0 59.9 59.9 80.0 90.0 2e 30' 36" 42" 108" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 74.5 74.5 80.0 90.0 61.5 61.5 80.0 90.0 24" 30' 36' 120" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 74.5 74.5 80.0 90.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WIDTH (W) LENGTH (L) EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) 26-1/2" 37" 53-1/8" 74" 26" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 26-1/2" 37" 53-1/8" 74' 38-3/8" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 26-1/2" 37" 53-1/8" 74" 50-5/8. 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 71.3 76.0 80.0 90.0 71.3 73.1 80.0 90.0 26-1/2" V. 53-1/8" 63" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 67.9 72.5 80.0 90.0 26-1 /2" 37' 53-1/8" 76" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 67.9 69.9 80.0 90.0 L ..r 3 WWI NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). as,cornplyin8:wi',.h the FYa1. :ide ,building Coll,- xp.fa ion N?imi Dade Proil�icz Con,rcl � (G%ft V11 Z q ip 3 lip d V N L° U LE O oil v0gI ro O'or oo_ � N a wW thy Jt3'mQ� • N 3gO U n J • ' J :le •• CD o m an � W ... i" • • •ti a N <O o •�• 0 OM n co I Z 3J N p U U)W J c 5325 N N N ono p- Wosoa 6 6 drawing no. W09-20 sheet 2 of 5 1BY WOOD BUCK ,a °_ 4 a i n Q 4 a' °'• i A a 9 rig 13 TYPICAL ANCHORS SEE ELEV. FOR SPACING E DIST, d , ° 1 ._ �U) s 1 da °' ICAL ANCHORS EE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. h TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. N 1 BY t TYPICAL ANCHORS °WOOD BUCK SEE ELEV. FOR SPACING BUCK EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING •. 1 /4" DIA. ULTRACON BY ' ©C„O* (Fu=177 KSI, Fy-155 KSI) • • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •' 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)g' THRU 1BY BUCKS INTO CONC. OR BLOCKS •• 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) •• 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 00 DIRECTLY INTO CONCRETE OR BLOCKS • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) •• 1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL- 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1 " MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f m — 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. PRi1 UC1 ." •J as cc:f�t l :?, :v;st r'foricfa_ Building Cale ACCCj, E•e^.i?.^.:: iap ��lt Expi�a'will Enra t _mot 9 ��,'.•• VcENf ' nr .•� r. o Ile J • I• ro 00 H 0 co LLP 10 n Z 3LL. CO 0 326V o J v M o U �w W co m � W N N CD � O in w a 3 � u drowing no. W09 -20 ITEM # PART III REQD. DESCRIPTION MATERIAL MANF./SUPPUER/REMARKS 1 FY301 2 FRAME HEAD/SILL/JAMB 6063-TS - 2 FY302 AS READ. GLAZING BEAD- 7/16" GLASS 6063-T6 - 3 FY303 AS REOD. ANCHOR COVER 6063-T5 - 4 E203 AS READ. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 FLB-50 1 GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE 6 410 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 8 - 1 2/ LITE I SETTING BLOCK EPDM DUROMETER 85±5 SHORE A MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL. ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS CORNER DETAILS 1/4" MAX. TYPICAL ANCHORS 3EE ELEV. 'OR SPACING w 1 /8" THK. ALUM STRAP WELDED JOINTS TYPICAL ANCHORS SEE ELEV. FOR SPACING STRUCTURE j : Ett:�*.h 1• jlot. to �" �1�1I zat4 i y .._. ! 4 Z j►�a U W O N I rn 6 Z i z a �IL 02 V W r, 0 . r1 a&oos LL WZ� • aW . • •• •• r. o ' • fs U Ef • to • J •.•r» • • a MITER CORNERS •. M. •. ,� W • • • •o in N • cM n _Z 3 LL- co in d O CV —� v w 00: ,�:'• J ENS a _ O � II • ATE OF •��� zg no. �.• oR�oP,•e�,` —20� TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE' I ALT. 0 ALT. v v • s TYPICAL ANCHORS I _ EDGE DIST. ^ , SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE If DIST. 1 MIAMI—DADE COUNTY APPROVED MULLION do MULLION ANCHORS SEE SEPARATE NOA EDGE iA DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING O 1 /4" MAX. SHIMS I ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER A4.Va 0 N 1 to Z 3 0 � / 03 z a � N Qa W Y. V O 20 0N`�. U v o�� 0 a0N Q 8 0 4 OR 0 Q W 0 3 O11Zook• x w • • •r& •ME (1) 5 0 . 17) cio M •r- � I � +L-• � N 0 co m cn Z_ U- ao ca 3 z Ln 0 0 C.4CD 0 Wago m Wt LLJ as ciu3j4yin Jtb the l lodda 2 Aceept.X. w ;�r. t 11L OZ. ZQ Expiration DLte L9 ^ "8 • Fsy 4n tom_. ®• TATE OF ��164 Niiwmi Tack-- Product Contrn; OR1DP. IS ♦� ��rrr11I11��� sheet of 5 • S•••• • LEGAL DESCRIPTION: JL_J 'y '---��--'-----'--- T IL I� �r �j 153 41 6 53 42 MIAMI SHORES SEC I AMD PE, 10-10 WI/2 LOT 5 5 LOT b BLK 4 LOT SIZE 15.000 111213 OR 12618-1391 0885 5 NOTE:CONTRACTOR MUST VERIFY DIMENSIONAT SITE L E OF WORK IF ANY 1 DISCREPANCIES ARE FOUND, STOP WORKING IMMEDIATELY AND NOTIFY OWNER OR ENGINEER •e ��*" :` IREXTERIOR SCOPE OF WORK DOOR AND WINDOW REPLACEMENT. -INTERIOR BATHROOM ,KITCHEN AND HOUSE —1 h. I I —I 4 F7 J7 1 RENOVATION. r-�---i I -NEW A/C. -ELECTRIC UP GRADE LOCATION MAP -NEW FLOORING -REOPENING . REAR WALL. NJ.& NOTE:CONCTRUCTION DOCUMENTS NAVE BEEN DESIGNED ACCORDING TO FLORIDA BUILDING CODE 2011. • 01-59.1P5F J `••LO r• ZONE 4 Ji ytj.7 P5F • 4 i"•'F BATNRCJDI61 ?D BE RENOVATED. PLUMBING FIXTURES TO REMAIN • SAME LOCATION. PROVIDE NEW - f ZONE 5 ZONE 4 ZONE 5 f LANDING AND 3.9 f•5F 5TEP5 IN FRONT .405 PbF 2.9 PSF _ 1 OF NEW DOOR- -p l� -O -- ! • 6' EGRESS -�1 6 B/U . SEE DETAIL ON 0 SHEET A-2� EXIST BEDROOM EGRESS • • • EX15T •'•• BEDROOM • L • • TH O CL CL O C EX15T BEDROOM SCALE: 3/32"=1'4)" • TONE 5 MULLION .I0 PSF F FAMILY ROOM 13'-1 EXIST F FIREPLACE . I® LOUVER - DOOR. EX15TING LIVING ROOM Z ;4 Al 2s PSF � L m m n7 (A 0 L NEW d) WIG GENERAL NOTES AND SPECS. I. ALL WORKS MUST BE ACCORDING TO THE F.B.C. AND ANY OTHER APPICABLE FEDERAL, LOCAL OR UTILITY ORDINANCES. 2. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS, CHECK AND VERIFY ALL DIMENSIONS, ELEVATIONS, AND ANY OTHER EXISTING CONDITIONS BEFORE COMENCING WOW IN CASE OF ANY DISCREPANCY THE ARCH)ENGIPEER MUST NOTIFIED IN WRITING BEFORE PRECEEDING WITH THE WORK 3. THE CONTRACTOR MST OBTAIN AND PAID FOR ALL REQUIRED NSPECTIONS, PERMITS AND FEES. 4. THE CONTRACTOR 15 TO BE 50LELY RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES SEMENCES, PROCEDURES, AND SAFETY REGULATIONS IN CONNECTICN WITH THE WORK 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES AND UTILITY LIKES, IF ANY, FROM ALL DAMAGES. 6. DIMENSIONS TAKE PRECEDENCE OVER SCALE. 1. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND WASTE TO ASSURE MINIMUM INTERFERENCE WITH STREETS AND WALKS. 8. ALL LOCKS, FINISH HARDWARE, DOORS AND WINDOWS MUST COMPLY WITH BURGLAR INTRUSION SECURITY REGULATIONS. S. SUBTITUTIONS TO SPECIFIED PRODUCTS AND/ OR MATERIALS BY WRITTEN REMEST TO, AND SUBJECT TO APPROVAL BY ARCH/ENG. 10. MANUFACTURER5 TO PROVIDE SHOP DWCa5. TO BE APPROVED BY THE ARCH/ENGINEER A SEPARATED PERMIT AND PRODUCT CONTROL APPROVAL, WHEN APPLICABLE, IS REQUIRED FOR THE FOLLOWING ITEMS. STORM SHUTTERS - WOOD TRUSSES - HANDRAILS ROOFING - WINDOW5 / MULLIONS - DOORS Al ZONE 5 5 PSF 11 EX IST _ _ Q TH O '— BATHROOM TO BE - RENOVATED. PLUMBING FIXTURES TO REMAIN • SAME LOCATION. rd �99-3 N�9F It = r G r4s F 9F 5 REF. 0 4 �- EXISTING KITCHEN TO BE RENOVATED SINK TO BE REPLACE AND RECONECTED ^11 TO EXISTING PLUMBING LINES EXISTING DINNING M L EX19T W.H. ®`I ABOVE EXISTING GARAGE ) F Al�I LEGEND EXIST EXTERIOR WALLTARTITION WALL TO REMAIN 0 NEW TYP STANDARD PARTITION - - - - - - EXIST WALL(PARTITION TO BE REMO%lm OEXIST TO REMAIN i FLAT[ 3-%* 25 GA TOP r x a• corn. uoLo RINNER SECURELY eAwu N eSTUEDr •Tm• eew•o b1T ATTACHED TO STRJCTURE CADNlT• eT oneP• eoAlm. ABOVE 20' O/C 5TAC EKED 2'xx4l <� c4 I c4 = cAe..r fLN1RACTOR-_ _TaF oc N O 1/1DW. ON I'xl' MTL _ —I' CAULKING BEAD FLA>c FURRING • I6' oz. — 2• x 4• ccNT. •ooD EW C _ pJpCNO N eCIY!!N � < a w d - 3-5/6' (25 GA) MTL STUDS • i 6110! eFMW b1T eow.a<eTecD ro °IuT' A. 1r tn.,! MEI o 16' O/C W/ J' DRYWALL EACH �2 •A p •bus s'it �aw, n O SIDE AND FIRESTOPNG . • n. a of 10 8'-0' VERT. 6L9ILL 211 0< F 5 Z - E M 0 LU WALL HUNG CABINET DETAILS NTA "w 0U = - —I' CONT. CAULKING BEAD "9^�•' —asTo Au WULe1 3-5/8' (25 GA.) MTL. = i end N e•AIeNc WALL•. ExT•lnae WaLu Aro NON ecaeNb ►arrrtiaN• PLATE W/ TAPCONS -EXIST BLAB Norte••�TwNix 'uN°e SNOT nD i *'wN u�• e<ae Nor LF�ee Xi •24, O/C ' - 2. A MNFIM 2x 4' NglISOHTAL WOOD 1'!.ClR ffC LY ­D TO NOT `.-. -: . • .. . LE•• TW W 2 (TYRO) •IreH •Tld. •HeLL e! M•TALLCD Rae ne AT1ALrErrlN! QlAp1 WALL WY t•LtR'ORG HxTl�e MD WOLL CA6rtlt. TYPICAL PARTITION DETAIL N.T.S. DOOR SCHEDULE No. TYPE W HT. TW_ TWIRL REMARKS EXTERIOR DOOR 36' SO' _ IMPACT REeISTANTTy O/ 7 INTERIOR HOLLOW CORE DOOR 30' 80' 3 BI FOLD W W. 4 BI FOLD 30' w' 5 INTERIOR.yOLLOW.CORE DOOR. _52r -00, 6 SINGLE FRENCH DOOR 32, SO' IMPACT PM516TANT T DOUBLE FRENCH DOOR 12, SO' T IPACT RESISTANT 8 DOUBLE BI FOLD 2(48) 80' BI FOLD is, 80' 10 TNT. I MR FIRE RATED DOOR 32. 80' II NTERIOR SLIDING DOOR 80' SO' 17 INTERIOR HOLLOW CORE DOOR 30' to - INTERIOR HOLLOW CORE DOOR 14' SO' E EXISTING TO REMAIN NVIMO:EVERT BATHROOM DOOR LOCK 514ALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE N AN EMERGENCY WINDOW SCHEDULE No, TYPE T CASEMENT W _3_6' NT. REMARK-4 'A 36' ACT RE616 ANT SM. WINDOW 54' S0' IMPACT RESISTANT © SA. WINDOW .^,36' .50' IMPACT RESISTANt D SM. WNDOW U3' 36' IMPACT RESISTANT — S.W. WINDOW -36' IMPACT F E616TANT s 619Z; H FIXED IMPACT FIESIOTANT SM. WINDOW 36 �' IMPACT RESISTANT 6N. WINDOW IS. 3B' IMPACT RESISTANT ./ K SA WINDOW 36' 75' IMPACT RESISTANT ` _ L _SM., WINDOW 53- 50 IMPACT RESISTwr E EXISTING TO REMAIN— _ --- ~ STEEL STUDS SUPPORTING WALL NUN. PLLNIBNG FIXTURES SHALL BE DOUBLED OR NOT LESS THAN 20 GAUGE WITH A MINIMUM EFFECTIVE MOMENT OF INERTIA EQUAL TO 0,064 INA (360 M4 ). WALL HUNG FIXTURES. STUDS IN BEARN. WALLS, EXTERIOR WALLS AND NONMARING PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2X4, WHERE SPACED NOT MORE THAN 16 INCHES (406 MM) ON CENTER OR NOT LESS THAN 2 INCH BY 6 NOW (51 MM BY 52 MM), WERE SPACED NOT MORE THAN 24 INCHES (610 MM) ON CENTER NOTE:BATHTUB AND SHOWER SPACES. BATHTUB AND SHOWER FLOORS AND WALL5 ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL !/T SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 10' INCHES (1821 MM) ABOVE THE FLOOR NOT£:THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER TO TUB ENCLOSURES, INCLUDING ANY GLAZING WITHIN 60 INCHES (15 M) / OF THE FINISHED FLOOR SURFACE IN WALLS SURROUNDING ANY TUB OR SHOWER ENCLOSURE, SHALL BE SAFETY GLAZING AS SET FORTH IN SECTION R441023.13 FOR CATEGORY II GLAZING PRODUCTS. EGRESS WINDOW NOTE: Intl MANS OF MM86 (20 SO. FTJ A6 PER NFPA 101 CHAP. O SECT. 21-223. UM AN OOR WINDOW OR DOOR OPERALLE FROM THE USE OP TOOLS • PROVONG A CLEAR OPENNG OF NOT LESS THAN W N WITH, 24' N HEIGHT • 5.1 SO. FT. N AREA. BOTTOM OF OPENING MULL NOT NE MORE THAN 44 OFF THE POOR GLAZED PANELS LOCATED ADJACENT TO, OR N DOORS, SMALL BE of SAFETY GLAZING, N ACCORDANCE UKTM THE FOLLOWW- L ALL GLAZED PANELS THROUGH WHICH A 3 NCH (16 MM) DIAMETER 6PNEME 16 ABLE TO PASS. 2. N ALL OCCUPANCIES, ANY GLAZING MATERIAL ADJACENT To DOOR WITHIN 46 INGHE6 (1216 MM) OF THE DOOR N THE CL06M POSITION AND EIELOW THE TOP OF THE DOOR NOTE:CONTRACTOR MUST VERIFY ALL DIMENSION AT SITE OF WORK IF ANY DISCREPANCIES ARE FOUND, STOP WORKING IMMEDIATELY AND NOTIFY OWNER OR ENGINEER N NOTE: 1/2' DUROCK WILL BE USED AS BACKER BEHIND TUB f TILES OR SHOWERS (PER FBC R102A3), AND SHOULD 7 BE INSTALLED NO LE55 THAN 12' ABOVE DRAIN INLETS F' AOTEr If ALL OPEiNG6 INTO THE ATTIC MACE A ANY M OR EQU VALDNG MULL BE COHERED WITH SCREENING, ISQUIRR E CLOTH TS EQUIVALENT TO PREVENT THE LN NOT X EED I 0 INCH (L6, RODENTS. ETC. THE OPENINGS TIEIEN MLLLL NDi EXCEED 1 I 1 INCH (3] N11). 1Q 04/2/18 H.P. e.r.• M. LOPEZ .� 02/12/18 As Shown S11wt A-1 LEGAL DESCRIPTION: JL__-J [----I�-- '- 153 416 53 42 !1 ec s+Tw sT MIAMI SHORES SEC I AMD PB 10-70 LOT 5 A LOT 0 4 LOT SIZE '15000 x 12t 129 OR 12618-1315-1 OW5 5 R 4 -jam NOTE:CONTRACTOR MUST VERIFY ALL JI DIMENSION AT 517E OF WORK IF ANY ����(--�------��-�I---�--TTT----����'1 DISCREPANCIES ARE FOUND, STOP IRWORKING IMMEDIATELY AND NOTIFY J r'iL OLLNER OR ENGINEER lI..JJ • sr SCOPE OF O WORK -EXTERIOR DOOR AND WINDOW REPLACEMENT -INTERIOR BATHROOM ,KITCHEN AND HOUSE -r-FF 1F_F 171 --NNEW A/C. NOVATION. -ELECTRIC UP GRADE LOCATION MAP -NEW FLOORING N.T.S. -REOPENING is REAR WALL. 20NE 4 504 PSF NOTE:CONCTRUCTION DOCUMENTS HAVE BEEN DESIGNED ACCORDING TO FLORIDA BUILDING CODE 201-1. PROVIDE NEW ZONE 4 ZONE 4 zc $ EP. IN FRONT 2ID3 PSF .55ID4 PSF .O.5N OF NEW DOOR. -... - 6' EGRESS 10 B/U .SEE DETAIL SHEET A-2 M ❑H I/2 / H . A. ZONE 4 t— EGRESS • h•19 PSF • •• O Be •••s•: • • EXIST s ZONE 4 1• • • • • BEDROOM •s•# F❑ lose** ***Be •• • •••• • AHU • 4 a �0 BE RSATEMOV TE RENOVATED. PLUMBING CL FIXTUR TO REMAIN • SAME LOCATION. r CL GL EXIST BEDROOM LOUVER DOOR GENERAL NOTES AND SPECS I. ALL WORKS MUST BE ACCORDING TO THE NBC. MID ANY OTHER APPICABLE FEDERAL, LOCAL OR UTILITY ORDNANCES. 2. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWWA CHECK AND VERIFY ALL DIMENSIONS, ELEVATIONS, AND ANY OTHER EXISTING CONDITIONS BEFORE COMENCING WORW, N CASE OF ANY DISCREPANCY THE ARCHJENGNEER MUST NOTIFIED IN WRITING BEFORE PREMEDNG WITH THE WORK. 3. THE CONTRACTOR MUST OBTAIN AND PAID FOR ALL REQURED INSPECTIONS, PERMITS MID FEES, 4. T1 E CONTRACTOR 15 TO BE SOLELY RESPONSIBLE FOR CONSTRICTION MEANS, TECHNIQUES SEQUENCES, PROCEDURES, AND SAFETY REGULATIONS N CONNECTION WITH THE WORW, 5. T1E CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES AND UTILITY LINES, IF ANY, FROM ALL DAMAGES. 6. DIMENSIONS TAKE PRECEDENCE OVER SCALE. 1. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND WASTE TO ASSURE MINIMUM INTERFERENCE WITH STREET$ AND WALKS. 8. ALL LOCKS, FINISH HARDWARE, DOORS AND WINDOWS MUS- COMPLY WITH 5UR3LAR INTRUSION SECURITY REGULATIONS. S. SUBTITUTION5 TO SPECIFIED PRODUCTS AND/ OR MATERIALS BY WRITTEN REQUEST TO, AND SUBJECT TO APPROVAL BY ARCIUENG. 10. MMWFACTURERS TO PROVIDE SHOP DUGS. TO BE APPROVED BY THE ARCWENGINEER A SEPARATED PERMIT AND PRODUCT CCNTROL APPROVAL, WHEN APPLICABLE, 15 REQUIRED FOR THE FOLLOWING ITEMS. STORM SHUTTERS - WOOD TRUSSES - HANDRAILS ROOFING - WINDOWS / MULLIONS - DOORS 19 PSF 1 ZONE 5 .Sl.l9 P9F V ® ❑U BATHROOM TO BE EXIST RENOVATED. PLUMBING FIXTURES TO REMAIN • SAME LOCATION. EXIST BEDROOM W.,1N9 PSF v1-1631 PSF 9.114 b8 PSF ��MULLION CL FAMILY ROOM CL LCL EXIST " FIREPLACE - �� 1=m �A SITE PLAN SCALE:3/32"=1'-OSCALE:3/32"=1' " L EXIST EXISTING EXISTING ABOVE LIVING DINNING ROOM EXISTING GARAGE 0 ZONE 4 4.91 PSF LEGEND EXIST EXTERIOR WALL/PAICTITICN WALL TO REMAIN O NEW TYP STANDARD PARTITION _ = EXIST WALL/PARTITICN TO BE REMIOVED OEXIST TO REMAIN ❑K .5T.19 PSF EXISTING KITCHEN TO SE RENOVATED 5NK TO BE REPLACE AND RECONECTED TO EXISTING] PLUMBING LINES m 3-%' 25 GA. TOP —� RUNNER SECURELY ATTACHED TO STRUCTURE ABOVE 20' O/C STAGGERED ON I'xl' MTL- FURRING • 16' o.c. . 3-5/8' (25 GA.) MTL- PLATE W/TAPGONS 424, O/C -I' CAULKING BEAD - 3-5/8' (25 GA) TTTL ETUDE, - 16' O/C W/ I1' DRYWALL EACH SIDE AND FIIESTOPNG • e'-0' VERT. -I• CONT. CAULKING BEAD ,-EXIST SLAB TYPICAL PARTITION DETAIL N.T.S. r DOOR SCHEDULE No. TYPE ._ W - HT. T - THR. REMARKS 1 I EXTERIOR DOOR 36' W. .I _ j IMPACT RESISTANT ' 2 INTERIOR HOLLOW CORE DOOR 30' so' 3 BI FOLD 36' 80' 4 BI FOLD 30' 80' 5 INTERIOR HOLLOW CORE DOOR 32'_ 6 SINGLE FRENCH DOOR 32, 00" IMPACT RESISTANT T DOUBLE FRENCH DOOR V • 80' ' IMPACT IM516TANT I 5 DOUBLE BI FOLD 2(48)- 5 BI FOLD 10 NT. I HR FINE RATED DOOR 32' E EXISTING TO REMAIN N;l —t VERT BATHROOM DOOR LOCK SHALL BE DE5IGINED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY WINDOW SCHEDULE N. I TYPE W HT. REMARKS A CASEMENT 36• 38' IMPACT RE616TANT IV— / 6 5,14. WINDOW 54' 50' IMPACT RESISTANT / P C ' 6.H. WNIDOW 36 50' IMPACT RESISTANT D 9.H. WNIDOW IS. 36' IMPACT RESISTANT i ! // F 6.H. WIND- -16' 50' IPACT RESISTANT FG SH. WNDOW 36 IMPACT RESISTANT H FIXED GLASS 33' 50' IMPACT RE816TANT l I S.H. WINDOW 36 50' IMPACT RESISTANT J S.H. WNDOW IS• 35, IMPACT RESISTANT ❑K B.H. WINDOW 36' 25, IMPACT RESI6TANT L SH. WINDOW 53' 50' IMPACT RESISTANT E EXISTING TO REMAIN - TOP of PLAn ]•..•cart, ucno DAacNb N D[niaN ITC• D[.4C bTP LADKM Y DT OTKI+A DOAx 4' 1• YCOD (N enne . ].• ac. o N :• x .• con. unoD NAG[NS N [[TYfEN ATCA D[Ko oYP NOMm-.mT[I•D nb TpC nuoA ole]•YM 4r I-w• rtn Tuuu aneue w. ]EA DCaTK ATD. • • WKL I..0 FIxMUEM IMPL•A TO ALL Y4LN] • • • L ATp N KARNG WLLLA. [xT[RIC1l uIKN AIp I]CM KAIUHi �A�ttK1N MIPFORTNb D.LL wG PLIJ'•Nb FIx111EA MC YMLL CAD+ETN A616 DE NOi LEN i.YN J•]t 1'. WERE Mvrn TIOf MCIE 1XW •' se•Ll♦ �J♦N TMW J•Jt 1•. WR[ MACED NOi "K1• TNMI ].' ee. • ]. A ]'1NMJ-I ]•!t .' 11,'RIZONf.LL YCCO Rif[R AFOI+ELY FA��T• I.1• L[M THY! ] lIYC) AUCN ATM A11ALL Y MTALLm FM 1K �TiACKI'Wi a [ACM w.LL win Pur•w +bmw[ AID +UHL cA•+•r. • • • • 000041 STEEL STUDS SUPPORTING WALL HUNG PLUMING • FIXTURES SHALL BE DOUBLED OR NOT LESS 64ON • 20 GAUGE WITH A MINIMUM EFFECTIVE MOMENT OF INERTIA EQUAL TO OB64 IN.4 (360 M4 1. • • • WALL HUNG FIXTURES. STUDS N BEARING WALL%, • EXTERIOR WALLS AND NONSEARING PARTITICAS SUPPORTING WALL HUNG PLU•IBNG FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2X•. WHERE SPACED NOT MORE THAN 16 INCHES (406 • MM) ON CENTER OR, NOT LESS THAN 2 INCH BY • • NCH (51 MM BY 152 MM),, WHEN SPACED NOT MORE THAN 24 INCHES (610 MM) ON CENTER • • NOTE:BATHTUB AND SHOWER SPACES. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONA55ORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 10' INCHES (182S MM) ABOVE THE FLOOR. NOTE:THE GLAZING IN SLIDING AND SWINGING 9 DOORS AND IN SHOWER TO TUB ENCLOSURES, INCLUDING ANY GLAZING WITHIN 60 INCHES (I5 M) OF THE FINISHED FLOOR SURFACE IN WALLS SURROUNDING ANY TUB OR SHOWER ENCLOSURE, SHALL BE SAFETY GLAZING AS SET FORTH IN SECTION R4410.2.3.13 FOR CATEGORY II GLAZING PRODUCTS. EGRESS WINDOW NOTE: 3d MEANS OF EGRESS (20 60. FTJ AS PER NFPA. ION CHAP. G SECT. 21-223. AN cur"m 1101CIOW OR DOOR OPERABLE RDM THE UNE OF TOMS A PROVIONS A CLEAR OPENING OF NOT LESS THAN 20' N [NTL 24' N HEIGHT A 5.1 SG FT. N AREA BOTTOM OF OPEiN S &WALL NOT = MORE THAN 44 OF THE FOOR GLAZED PANELS LOCATED ADJACENT TO, OR N DOORS. SHALL BE OF SAFETY GLAZING, N ACCORDANCE WT14 THE FOLLOWING: L ALL Cst = PANELS THROUGH WHICH A 3 INCH (16 MM) DAM" MR WHERE NS ABLE TO PASS. 2. N ALL OCCUPANICMs. ANY GLAZING MATERIAL ADJACENT TO DOOR WITHIN 40 INCHES (CIS MM) OF THE DOOR N THE C4.OSED POSITION AND BELOW THE TOP OF THE DOOR NOTE:CONTRACTOR MUST VERIFY ALL DIMENSION AT SITE OF WORK IF ANY DISCREPANCIES ARE FOUND, STOP WORKING IMMEDIATELY AND NOTIFY OWNER OR ENGINEER NOTE: 1/2' DUROCK WILL BE USED AS BACKER BEHIND TUB TILES OR SHOWERS (PER FBC RT02.43), AND SHOULD BE INSTALLED NO LESS THAN'72' ABOVE DRAIN INLETS NOTE ALL OFE NIIW INTO THE ATTIC SPACE OF ANY HABITABLE BULDNG SHALL BE COVERED WITH &CRI ENNG, HARDWARE GLOM O! 90"ALEdT TO PIE~ THE ENTRY OF BINDS. OOWRIELS. IW 0MM ETC. THE OPMOM THEREIN SHALL NOT EXCEED I / S NC14 (32 MA 0 E �.0 C � m V1 c H.P. errA M. LOPEZ 4.r 02/12/18 A5 Shown SIIN[t: A-1 22 22 • •••:.e •• • ••••J8 X FH SMS • #8 X 3/4" 1 FH SMS FRAME SILL CORNER 22 /4" X 2-1/8" X .10" M ANGLE " LONG SIDELITE FRAME CORNER LEAF CORNER Z Q itc tV 11 6 4. 2 �a O W C, C) / µNII V �Nn put,m9 c o ho 0 lez y 0 tv Jto a02 QW21 Arauuvuu .0 ..Nttptyin2 Wiih thO Florida [3 Wiltg Ctxk NOA11„�'� b I /�•0%4 Ni181r11 DdAC PYOdUC! Cordro[ By U LO J Do ro w U ^ cNc G xM P Q `` W N (n CD CD t7 3 -C 17 N p Oro �n o 00 _j c 00 Z 3� 00 Ln CIO3 zCA >- to_W O 00 W LC) i g 8 w CL \ I y n ~ _ a no / ®611i 10% sheet 10 of 1 C 4.000 1 F078 .125 L .625 � LCG! 1.625 2.062 1 DOOR FRAME HEAD .078 4.031 LEAF 1.750 4.750 1.507 TOP/BOTTOM RAIL 2.968 .078 -.5T00 .125 T 5.219 3s ADA THRESHOLD �{ 1.507 - I ' 935 � j--r--u 415 062 3.719 .078 38 ADA THRESHOLD COVERL III[- s.000 -�1.750 r 281 8.281 I� .125 3.781 .125 1.625 18 �- -- 4.000 O O V O w w n �D o Z '� QO SO �. it IL O O 9_ w S O Iu v m, o aomr.1257 p � Z M J z�z m J Q Ifi T� 394 .803I-4I0 �-.05 1.047 I� 14 GLAZING BEAD 4.000 1.625 4.781 078 4.719 078 1.750 � 1.507 4.000 - d o U � I 1.500 .312 L11.507 .750 O SIDELITE TOP & BOTTOM FRAME 9 LEAF HINGE STILE •062 a LEAF W■STRIP ADAPTER SIDELITE MULLION REINFORCING SIDELITE 9" BOTTOM FRAME 1.507- Approved as complying with the Flixidu BuiW cods l i ..r Datc 3 Z3 NOA# 13 - D t l R 014 .07e Miami Dade Product Control By ••• 8.250 ++ 7.531 • •' ••• • • • • f �1,750-�•! 7A 9" BOTTOM RAIL ```,1111111fill f4 A I ;: I: i \�� .N � '% ` . . �= Io M W.. P rw`' 8 } V) (n co •- rn 3 M o in Z �"�• o Qd J W � w 5 344 4.000 �j I 1.750 2.081 � 7 .078 10 LEAF LOCK STILE .094 .312 .442 1.584 72 LEAF ALIGNMENT BRACKET .329 .078 I� Ll a12�1 2 FRAME COVER 5.344 1.507 1.750 2.081 I 1.574 .125 t3 LEAF CLAMP HINGE BACK-UP PLATE . • • 2 u 0 W W U a °' at • • +• • • • of • • • • • I Imo- .687 I� 050 1.197 IIII .154 -�I F� 1s SNAP COVER �► 4.000 11 LEAF ASTRAGAL STILE 1.500 .625 125 4.000 ale 2.097 1.500 078 4.000 .719 1.507 1.250 4.188 .078 .719 Q1 a o N ■ to o d ~ a P dFGWiMg 5 SIDELITE FRAME JAMB s SIDELITE SLIP ON JAMB � t I I t 1%% W 16-74 3 DOOR FRAME JAMB sheet 9 of 10 boob•• • • boob•• boob• boob•• boob•• • LOCKS: ACTIVE LEAF- 3 POINT LOCK SYSTEM BY 'REGENT' AT 40-1/2- FROM BOTTOM WITH CONCEALED VERTICAL RODS 6 PLY BOLT ENGAGING AT LOCK STILE OR FRAME JAMB AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FAMto TO ACTIVE LEAF LOCK STILE WITH (27 )bX 1/2'.M. Sb& ••• e . e• IIJ 8VVI! LEAF r • • o b • 2 POINT LOCK %0fWV SERIES MS1880, MS1881 BY 'ADAMS RITE' ATe 42-!;/2" FRAi VOiTTOM WTflfi CONCEALED•O@RTCAL RODS AND -;HOOT BOt" €NOAGING AT HEAD AND SILL THUM891RJRN ON•IIJT€RIOR FASTENED TO INACaT XPLEAF LOCK STILE WITH (2� 6—V X 51*.1e PF1 MACHINE SCREWS oboe** • • • OWL HANDLES: SURFACE MOUNT METALLIC HANDLES AT 42-1/2- FROM BOTTOM FASTENED TO ACTIVE AND INACTIVE LEAF LOCK STILES WITH (2) 1/4-20 X 1-13/16- CONE HEAD MS (4) 1/4-20 X 5/16" SET SCREWS HINGES: 7-1/2- LONG ALUMINUM BUTT HINGES BY 'SULLIVAN & ASSOC.- AT II" FROM TOP AND BOTTOM AND ONE AT MIDSPAN OF LEAF FASTENED TO FRAME WITH (6) #10 X 3/4' FH SELF DRILLING SCREWS FASTENED TO LEAF WITH (5) #10 X 3/4- PH SELF DRILLING SCREWS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT, ITEM PART REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E601 AS READ. DOOR FRAME HEAD 6063—T6 — 2 E602 AS READ. FRAME COVER 6063—T6 — 3 E603 AS READ. DOOR FRAME JAMB 6063—T6 — 4 E604 AS READ. SIDELITE TOP & BOTTOM FRAME 6063—T6 — 4A E626 AS READ. SIDELITE 9' BOTTOM FRAME 6063—T6 5 E605 AS REQD. SIDEUTE FRAME JAMB 6063—T6 6 E606 AS REQD. SIDELITE SUP ON JAMB 6063—T6 7 E607 AS REQD. LEAF TOP & BOTTOM RAIL 6063—TB — 7A E625 AS REQD. LEAF 9" BOTTOM RAIL 6063—T8 — 8 E608 AS REQD. LEAF WSTRIP ADAPTER 6063—T6 — 9 E609 AS REQD. LEAF HINGE STILE 6063 T6 — 10 E610 AS REQD. LEAF LOCK STILE 6063—T6 — 11 E611 AS REQD. LEAF ASTRAGAL STILE 6063—T6 — 12 E612 AS REQD. LEAF ALIGNMENT BRACKET 6063—T6 — 13 E613 AS REQD. LEAF CLAMP 6063—T6 4-1/4- LONG 13A E613 2/ HINGE HINGE BACK—UP PLATE 6063—T6 10-1/2" LONG 14 E109 AS REOD. GLAZING BEAD 6063—T6 — 16 E616 AS REOD. SNAP COVER 6063—T6 — 18 — 1 SIDELITE MULLION REINFORCING 6063—T6 — 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 22 110 X 1-1/2" AS REQD. FRAME ASSEMBLY SCREWS ST. STEEL HWH SMS 23 #10 X 3/4- — HINGE INSTALLATION FASTENERS ST. STEEL FH SMS 24 — 2/ LEAF 3/8" DIA. THREADED ROD STEEL — 25 W11323 AS REQD. PILE W'STRIPPING WOOL ULTRAFAB 26 E20618—KN-3020 AS REQD. BULB WSTRIPPING SANTOPRENE EPDM 27 E206 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 — AS REQD. GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 33 #10 X 3/4' 2/ ADAPTER ADAPTER FASTENERS, AT 5" FROM ENDS ST. STEEL FH SELF DRILLING 34 — 2/ LITE SETTING BLOCK, 1/4- X 1/2- X 4- LONG EPDM AT 6" FROM EACH END, DUROMETER 80t5 36 E804 1 ADA THRESHOLD 6063—T6 — 38 E816 AS REQD. ADA THRESHOLD COVER I 6063—T5 — APMP-C-t with the Fkuidu Buildu Code Date z3l INOA,U \- ,q % • O k4 Miami Dade Product Cont►01 N d U I J m WLn V V/ O W w N V)(0 T M 41,0 N = O00to -i m Z 3 oD 0 O 00 WW J 06 2 W 9 • '� 1 1 2 n c aT O Y ••.. OR P.•AV W16--74 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING w 22 a o \g 4 N 2 I I' I` I` I I� II I I I Ij I i• i I I w w 0 a 0' a w H i ij Jcs X i ij a w ! ! NOTE: ANCHORS MUST GO THRU ANCHOR PADS AS SHOWN ON FRAME MEMBERS. TYPICAL ANCHORS SEE ELEV. FOR SPACING arwcnarwr_ '\pprwtd as complying With the. t'Iorida Building Coat Miami Dade Pro`1dud COntrot tly No 0) U o J g W U Z N M � _ w H L w (n w Ix N cO C, 0 o Zl ..� 3 Z, of 0 eve .. U Loth �• ••• .• t2 W Vbe • O •i • C • O U C W • • — z U a lei* • • • N Zi a O SIDELITE DETAILS o n rn e = � V1 n -r' AH _ 22 V-1.AR 0 3 2;s $ . ol`i •' p. :::: •. ::. :. ... . N a • ' I ' POURED & HARDENED HIGH STRENGTH GROUT 70592 _ n r a f'c = 5000 PSI MIN. _ — o " 2, a EDGE DIST. NOT BY ECO WINDOWS MUST TRANSFER SHEAR TYPICAL ANCHORS LOAD BEARINGSEE ' �� ` •.• OP' .�®�� W 16 — 74 SHIMS FOR SPACING OPTIONALTO GROUT) 'OUD''/®r A� tO ``` sheet 7 of 1 G� 1 /4' MAY © O i /A" uAv TYPICAL AN, SEE FOR St METAL S 1 SEE SPEC TYPICAL / SI FOR ...... .... • • • • • • .....• • • IgM 1/4" MAX. SHIM 2BY WOOD B OR WOOD STRLIId 1 W \ 0 W TYPICAL ANCHORS SEE ELEV. FOR SPACING NOTE: ANCHORS MUST GO THRU ANCHOR PADS AS SHOWN ON FRAME MEMBERS. MR 0 7 291-0 AptxotKd as complying with tllc t 1,WWa Budding C tlatr t- NOAfi-oy Miami Deck Product Centro( By 1" L-- V �� W v n I Z I n 3 q � Q o 0��- N 0 um) v c' ur cy ozM 00L � N L6z •� 4zCD f � o i U V7 � J I S J m M �co co O 3 to N � n 0 Lo CDZ 3 4- co 111) 3 z� w_ N J �. 000 W007 DOOR DETAILS ai n JQ,T0S 2 ro � nL W 16-74 sheet 6 of 10 5/$" MIN. THROW BOLT PENETRATION EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1 a 25 I I O I I I I 26 '•' N 2 33 1 I I I 7 I t 1 1 i• ; Ij 1 !E i� I� I I! I. II I I' Ij I� I� I: 1: i! i! ni w O n a ji li = w O 0 I: I: w = I IA W i. I• rl � I I rut 1 I © 33 I I I I I I 1 I 8 I I 26 I 38 36 25 I I a EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS �o• wu FOR SPACING THROW BOLT PENETRATION PROPERLY SECURED 2BY WOOD BUCK v EDGE DIST. 1 BY WOOD BUCK OR w WOOD STRUCTURE n 4 EDGE DIST. SEE NOTE SHEET 1 METAL STRUCTURE CD EDGE EDGE DIST. -� Z C ti 3 t � w 1i O p o O N ac a s a s OWN O N O _O V) L C C � � � a a �_ a d• _� li � CA �N N OQ'rl TL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS �► 0 M LEVATIONS SEE ELEVATIONS SEE ELEVATIONS O a O Q FOR SPACING FOR SPACING FOR SPACING O H N O tti r---- —� ^---- Q�W� r-----------------'-� 1 � 2 y - f�9 CUPPED MUWON� PROVED �; a cs g j IjSEE SEPARATE I jI Q w NOTE: ANCHORS MUST GO THRU ANCHOR PADS AS SHOWN ON FRAME MEMBERS. 0 cr w IBY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA. ULTRACON BY 'ELCO- (Fu-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) DIRECTLY INTO CONCRETE OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) J14 SMS OR ELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLION 1 /8" THK. MIN. (6063—T5) OR INTO METAL STRUCTURES (HEAD/JAMBS) ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1 /8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1 " MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG — 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Vm = 2000 PSI MIN. �*1 J� N z CDw c J aD O0 Lu V Vf O TYPICAL ANCHORS SEE ELEVATIONS W FOR SPACING w N F-co CD = rn _ N O 00 Z_ �J►• 0 ANW'Aled 8s rnniPlying with the Flxida Building Code Date 3 �231 \"1 : Q �'a• �}r • �y ' • s> Z NOAri l'i^ _USt'04 1•• Miami I)ede Product Cootrd •1. • W .J•rOi. O �.p• �: B Liw. �`�. :•• y �.. : w ��•r • . 06 - K .. . u?� DOOR DETAILS o o a o o w '/f/llidd [it tsheet 5 of 1C DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELITES SIDELTTE FRAME WIDTH INCHES SIOELITE FRAME HEIGHT INCHES WrMOUT REINFORCING EXT.(+) INT.(-) 24 30 36 37 40 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 63.3 63.3 60.2 60.2 24 30 36 37 40 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 63.3 63.3 24 30 36 37 92 70.0 75.0 70.0 75.0 70.0 72.5 70.0 71.5 24 30 36 96 70.0 75.0 69.4 69.4 63.8 63.8 24 30 36 97-1/2 70.0 72.7 66.3 66.3 60.9 60.9 • S &G6E SIDEEJTG FRAME WIDTH . •.••.. DESIGN LOAD CAPACITY - PSF SIDELITFS WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDE FRAME HEIGHT INCHES 1TITg0UT REINFORCING IIITH REINFORCING EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 37 40 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 63.3 63.3 63.3 63.3 60.2 60.2 60.2 60.2 24 30 36 37 40 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 63.3 63.3 63.3 63.3 24 30 36 37 92 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 72.5 70.0 75.0 70.0 71.5 70.0 75.0 24 30 36 96 70.0 75.0 70.0 75.0 69.4 69.4 70.0 75.0 63.8 63.8 70.0 75.0 24 30 36 97-1/2 70.0 72.7 70.0 75.0 66.3 66.3 70.0 75.0 60.9 60.9 70.0 75.0 REINFORCING AS REOD. SEE CHART 39-1/2' MAX. (SINGLE) SIDELITE FRAME WIDTH 76-1/4' MAX. (DOUBLE) DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. Z g ti H g 3 J F w Q N 4 N Om CY0�Q Approved 83 eomP10118 With the Fkxida Building Cadc 0 IL 0 � 0 .3 C � Q nDwatn�r-x��� Miami Dade Product C wtroi z 6 Z N i " g 1 aWm2 o V ,O1n J co ao WLn N M W N Uj rn 0 O M L04 n �� Ln c Z 3� W LO 3 z o W 0 CV J .M. it 00 N () Lo W W co m i R - 'ram ro 70592 Y : PrA 3 x 8 v Teo".•• ®��� W16-74 �ZONAL ����� flit ... it%% sheet 4 of 1C S2 W x W SURFACE AI FALSE MUNTII DECORATIVE MAY BE 37 1/8" MAX. 32 3/4 D.L. OPG. TYPICAL ELEVATION ( 0 ) STAND ALONE SIDELITE 112 1/8" MAX. 35 7/8" MAX. 76 1/4" SIDELITE WIDTH DOOR FRAME WIDTH 73 1 /4" MAX. 9 3/4" DOOR OPNG. WIDTH Am - HEAD 3" SILL HEAD as SILL ANCHORS 9 3/4" 3" MAX. n AT STILE ENDS (4) AT 3" O.C. HEAD SILL A HEAD/SILL CORNERS Y ,- ' -� II � I I I II I I II / w II =_- I,// II / lye I I \ �_ a x : O Ifll// ' A/ I I ��� a \ a O • W \ J II .11 I( I n r> m ao --IT---- ----R---- / ao 0 0 II II __ -- " I I i I INACTIVE i I ACTIVE SURFACE APPLIED 1 g - / N mix m FALSE MUNTINS OR a 0 DECORATIVE GRIN BE USED 32 3/4 26 7/8" 26 7/8" 0MAY D.L. OPG. D.L. OPG. D.L. OPG. 36 7/8" GLASS D.L.O. DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4,375" TYPICAL ELEVATION ( O—XX ) TESTED UNIT NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE--r?IP>etEiTt>=.s- SEE —SHEET LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. Apl)ro%vd as camPiving With 1110 Florida Building CO& C3atc _ � t 23 t t "1 NOA# t7-o Mianti Dade Product C-UnA t--',A i U� W n I Z r00• j a� �4 z a a IL N a 90 IL O W N Ir 0DN~ W M cO m 0r In 0 Q W n i4 i1• Z 3 asa J Q Wm2 U o CR Ln Do o °D N M W I- tj 1.1 co p oM o 0 Z I • • • $F' i Z70 Q 592 I ` O Y V U FWl 6-74 sheet 3 of 1 C Mj ►� N \ h 39 1/2" MAX. FRAME WIDTH 36 1/2- MAX. DOOR OPNG. W. 9 3/4- HED SILL \ 11 I\ II I 11 \ II \ II I \ • • 8 " • ACTIVE SIR%QE APPUEQ.. FALSEb MUNTINS *OR • WOR&IVE GRIL• •••MAY BE UID:•• 26 7/8 •••• •• •• D.L. OPG. ••• 36 7/8- •••••• ( LEAF WIDTH • TYPICAL LEVATIO ••• N 3" MAX. HEAD/SILL CORNERS 01 \ M n N oD E= GO ww jig 0m-1 00 to m Wcr SURFACE APPLIED FALSE MUNTINS OR co DECORATIVE GRILL MAY BE USED 76 1/4' MA X. 73 1/4" MAX. DOOR OPNG. WIDTH HEAD dSILL ANCHORS AT STILE ENDS 9 3 /4' 3(4) AT 3" O.C. Imm- HEAD SILL �� II I I \ II I I \ it }}�, N 26 7/8" 26 7/8" D.L. OPG. D.L. OPG. 36 7/8' LEAF WIDTH TYPICAL ELEVATIO ( XX ) GLASS D.L.O. FORMULAE: D.L.O. WIDTH = FRAME WIDTH 12.625" (X DOORS) = (FRAME WIDTH 22.50")/2 (XX DOORS) D.L.O. HEIGHT = FRAME HEIGHT - 10.625" to mm az ;p 0 U DOORS LOAD CAPACITY - PSF 3" MAX. HEAD/SILL CORNERS 01 \ M n N oD E= GO ww jig 0m-1 00 to m Wcr SURFACE APPLIED FALSE MUNTINS OR co DECORATIVE GRILL MAY BE USED 76 1/4' MA X. 73 1/4" MAX. DOOR OPNG. WIDTH HEAD dSILL ANCHORS AT STILE ENDS 9 3 /4' 3(4) AT 3" O.C. Imm- HEAD SILL �� II I I \ II I I \ it }}�, N 26 7/8" 26 7/8" D.L. OPG. D.L. OPG. 36 7/8' LEAF WIDTH TYPICAL ELEVATIO ( XX ) GLASS D.L.O. FORMULAE: D.L.O. WIDTH = FRAME WIDTH 12.625" (X DOORS) = (FRAME WIDTH 22.50")/2 (XX DOORS) D.L.O. HEIGHT = FRAME HEIGHT - 10.625" to mm az ;p 0 U DOORS LOAD CAPACITY - PSF to m Wcr SURFACE APPLIED FALSE MUNTINS OR co DECORATIVE GRILL MAY BE USED 76 1/4' MA X. 73 1/4" MAX. DOOR OPNG. WIDTH HEAD dSILL ANCHORS AT STILE ENDS 9 3 /4' 3(4) AT 3" O.C. Imm- HEAD SILL �� II I I \ II I I \ it }}�, N 26 7/8" 26 7/8" D.L. OPG. D.L. OPG. 36 7/8' LEAF WIDTH TYPICAL ELEVATIO ( XX ) GLASS D.L.O. FORMULAE: D.L.O. WIDTH = FRAME WIDTH 12.625" (X DOORS) = (FRAME WIDTH 22.50")/2 (XX DOORS) D.L.O. HEIGHT = FRAME HEIGHT - 10.625" to mm az ;p 0 U DOORS LOAD CAPACITY - PSF 76 1/4' MA X. 73 1/4" MAX. DOOR OPNG. WIDTH HEAD dSILL ANCHORS AT STILE ENDS 9 3 /4' 3(4) AT 3" O.C. Imm- HEAD SILL �� II I I \ II I I \ it }}�, N 26 7/8" 26 7/8" D.L. OPG. D.L. OPG. 36 7/8' LEAF WIDTH TYPICAL ELEVATIO ( XX ) GLASS D.L.O. FORMULAE: D.L.O. WIDTH = FRAME WIDTH 12.625" (X DOORS) = (FRAME WIDTH 22.50")/2 (XX DOORS) D.L.O. HEIGHT = FRAME HEIGHT - 10.625" to mm az ;p 0 U DOORS LOAD CAPACITY - PSF N 26 7/8" 26 7/8" D.L. OPG. D.L. OPG. 36 7/8' LEAF WIDTH TYPICAL ELEVATIO ( XX ) GLASS D.L.O. FORMULAE: D.L.O. WIDTH = FRAME WIDTH 12.625" (X DOORS) = (FRAME WIDTH 22.50")/2 (XX DOORS) D.L.O. HEIGHT = FRAME HEIGHT - 10.625" to mm az ;p 0 U DOORS LOAD CAPACITY - PSF DOOR DIMS. LAMINATED GLASS FRAME WIDTH SINGLE (X) FRAME WIDTH DOUBLE (XX) LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 135-1/2" 72-1/4- 32-7/8- 82" 70.0 75.0 37-1/2" 74-1/4" 34-7/8' 70.0 75.0 39-1/2" 76-1/4" 36-7/8- 70.0 75.0 35-1/2" 72-1/4" 32-7/8" 86" 70.0 75.0 37-1/2" 74-1/4" 34-7/8" 70.0 75.0 39-1/2" 76-1/4" 36-7/8- 70.0 75.0 35-1/2" 72-1/4' 32-7/8" 92" 70.0 75.0 37-1/2' 74-1/4" 34-7/8" 70.0 75.0 39-1/2" 78-1/4' 36-7/8" 70.0 74.4 35-1/2' 72-1/4" 32-7/8" 96- 70.0 75.0 37-1/2- 74-1/4" 34-7/8" 70.0 73.3 39-1/2" 76-1/4- 36-7/8" 70.0 71.3 35-1/2" 72-1/4" 32-7/8" 97-1/2" 70.0 73.8 37-1/2- 74-1/4" 34-7/8" 70.0 71.9 39-1/2" 1 76-1/4' 36-7/8" 70.0 70.2 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 �•.Jsprovc<1 as complying with the t k�ri la Building Cope E7utc 2 1 O `/ A'JA# Mimi Dade Product Coaml By l�i� �.q 1. �1a•"'�" NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. MA R1114 I��'' El 70592 i -- .• w 0 w W n I m Z q ti 3 J a " M 0 IL 0 C ota m Wz N S z�� N U � I S to 00 N M W H�, 8 ta7 w N to r O) M M Occ I J Ln OD o Z L+ OD LO to Z C cr 000v U) W 000 M r ti W C) z z 53 a W16-74 sheet 2 of I ( THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. UMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEETS 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEETS 3 & 4. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS NOT APPROVED FOR INSTALLATION WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDMON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PKUUU(;l AND SEALING PENiNI; FUR__ WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 3/16" HEAT STREN'D. GLASS .090" Interlayer Butacite PVB By 'Kuraray America. Inc.' 3/16" HEAT STREWD. GLASS SILICONE w DOW CORNING 899 F m ? 27 N 14 I I: 8 i! L Ij \ ii i 34 0= ' w \ / \ SETTING BLOCKS REQD. FOR _ WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLAZING DETAIL QRa72TO O W n I fit) Z n 0 i z Z. Q Q/ 2 Yi O V 0 p N-- 0 c� v o if rr M 00 0 fatia y ao L11 Uj z� Q W M __j p V n J uoveJ �,i wrtpivtns with ttw rich Building Code g C3 J Do °° AH -O ! • G S! cWi V) o u`ni Dade Product Control �•LIA~r 8L '�` c, z in w �to �(D s M 0 00 � J o ZJi••a� • .. • • . LtJ 00 M •L ••• • • • W L 0 U • • • oil• • o� — ,, U a • • • uh AH GENSF N 70592 .Jz �o�. •'®� W 16 -• 74 �l�Illlltll�` sheet 1 of 10 Vu 22 22 � w o 22 I N Z 3 b J CO CL 0 O'W�cn o 0 It m J • W • • f ...... • •• .... OD N ••••� DOOR FRAME CORNER • •• v� CO SIDELITE FRAME CORNER SIDEUTE MULUON SLIP ON JAMB CORNER o 0 is m) 2 0 co 3 z o g C,4 -J ii 0 0 W �S W co m 12 8 H $ c C' a o IL Ip l V-i t• II �' N o IL IUI `�11 pz i a IIIII N a p cm{ o o ai m m w •) o 0 0 .- i C < m V 0 ,`11�111Ilfillcy lot II PRODUCT REVISED H a as complying with the Florida Building Code b i NOA-No. 17-1218.15 - = a 8 4 c Expiration Dat 3/20/2019 Q OF '�� drawing no. By LEAF CORNER Mi i- roduct C I cu 1 1 �i �eS�•• • P•�• ��\�� w 1 2-08 ��iSil��4�L'���\\ sheet 9 of g .625 4.000 . 78 ::II &i io t} DOOR FRAME HEAD/SILL LEAF TOP/BOTTOM RAIL 1. sl LEAF HINGE STILE Q SIDELITE TOP & BOTTOM FRAME 2. 329 r.078 L1,812J 2 FRAME COVER _687 .050 I 1.197 1.507 154�1 Fes - LEAF LOCK STILE 5.344 r .078 1.750 ra4.000 at6 SNAP COVER LEAF ASTRAGAL STILE 4.1 DOOR FRAME JAMB SIDEUTE FRAME JAMB )7 17 8. -�{ r-519 •803 :P. 045 1.047 F t4 GLAZING BEAD 5/16' GLASS 7. -�{ —.394 .803 I 050 1.047 �.,30 A03 .045 �,.172 14A GLAZING BEAD I 15 GLAZING BEAD 7/16- CLAM INSUL GLASS 9" BOTTOM RAIL U SIDELTE 9" BOTTOM FRAME i0 j-1.500 �.312 .062 a LEAF W'STRIP ADAPTER .094 .312 .442 1.584 12 LEAF ALIGNMENT BRACKET 375 .125 1.574 13 LEAF CLAMP HINGE BACK—UP PLATE 4. .281 3. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date 03/20/2019 Mia FroduetControl 1a 719 SIDELITE MULLION REINFORCING SIDELTE SUP ON JAMB UCo W N Z 4IL �o �o oORIL `L"� o t t� 'm a o0 do boy .6 t >rr 1i� fl N c� g SID• !V • • •Cn • • rdi • La l�i a Z • • • O 0 Z 3 z� N� O o0 wcoM W W W U 6 ii , W W L 2 2 2 i a v o A Odrawing no. s• .R IDo;. C�\ `�� I W12-08 3 LOCKS OPTK)N �1• ACTIVE LEAF 4 POINT LOCK ASSEMBLY 131-01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2- OIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8- CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2- FROM BOTTOM 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2- DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8- CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM w • ..•.♦ .• ••fir♦•• ••♦•w• . �. •• 0 UZGES: II \ j j II ' ' INACTIVE ACTIVE 3-1/2- X 7-5/8- X .122- THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4- FROM BOTTOM TOP HINGE AT 11-3/4' FROM TOP CENTER HINGE AT MIDSPAN (38- O.C. MAX.) " HINGES FASTENED WITH #10 X 1- FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION J2.- ACTIVE I F4F• CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 890 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4' FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLNAN & ASSOC.' 1/2' X 2- THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8- FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/Y FH MS INACTIVE ifF: CONCEALED FLUSH BOLTS BY 'SULLIVAN do ASSOC.' 1/Y X Y THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF S71LE LOCATED AT 10-5/e FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2- FH MS • ACTIVE • IL IV IV/ I MGM ACTIVE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date 03/20/2019 BY / s� Mlaifil-D(A Product Control t u,q 16 O. A OF ••�/ U W co o_ z HS a g 9�60 0IL Ig �� 0 RA p �anQ ja jZy � drawing no. W12-08 of ITEM f PART f REQD. DESCRIPTION 1UTEBIAL MANF./SUPPLMR/REMARBS 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-T6 - 3 E603 - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIDELITE TOP & BOTTOM FRAME 6063-T6 - 4A E626 - SIDELITE 9" BOTTOM FRAME 6063-T6 - 3 E605 - SIDELITE FRAME JAMB 6063-T6 6 E606 - SIDELITE SUP ON JAMB 6063-TS - 7 E507 - LEAF TOP do BOTTOM RAIL 6063-TS - 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - 8 E608 - LEAF WSTRIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE 6063-TS - 10 E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL. STILE 6063-T6 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 - LEAF CLAMP 6063-T6 4-1/4- LONG 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG 14 E614 - GLAZING BEAD (5/16- LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS} 6063-T6 - 15 E615 - GLAZING BEAD (INSUL GLASS) 6063-T6 - 16 E616 - SNAP COVER 6063-T6 - 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 15 - AS READ. SIDEUTE MULLION REINFORCING 6063-TS 19 FO-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 F81202 - FLUSH BOLT LEVER - SULLNAN & ASSOC. 21 FBR914W - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. .72 112 SMS AS REQD. FRAME ASSEMBLY SCREWS - - 23 #12 X 3/4' - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8- DIA. THREADED ROD STEEL - 25 W11323 - PILE WSTRiPPING WOOL ULTRWFAB 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPOM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DL01WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 J10 X 3/4' 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ LITE SETTING BLOCK, 1/4- X 1/2- X 4' LONG EPDM AT 6' FROM EACH END, DUROMETER 80±5 35 - 2/ LJ1E SETTING BLOCK, 1/4" X 3/4' X 4' LONG EPDM AT 6- FROM EACH END, DUROMETER 80*5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date 03/20/2019 BY Miami 7 roduct Control • & • as •o • • U SS � "G- • o • Lit �• ii • • it • V) • • • r p� M ••r+ N 1 o0 O is 0 CoZ� CO o 04 Wcoo m a CrM ....... ��� ':'•iGEM.QF�• .�GJ''��i � p i 70M � a -Li $ a n ®% OF �� drawing no. 110 16 2017 s W12-08 IIifill%% sheet 7 of 9 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1 /4' MAX. 1 /4' MAX. SHIM 5 SHIM 1BY TYPICAL ANCHORS :. MOOD BUCK SEE ELEV.FOR SPACING 16 r a La TYPICAL ANCHORS SEE ELEV. LJ FOR SPACING 14 EXTERIOR D.L.O. METAL STRUCTURE SEE SPEC SHEET 4 42' AT 86' HT. 37' AT 98' HT. MAX. SINGLE SIDELITE WIDTH REINFORCING a #12 SMS � 18 AS READ. SEE SHEET 3 1/4' Km. . AT 5' FROM ENDS SH114 AND I O.C. MAX. .. ... 5 3 16 I 26 TYPICAL ANCHORS L- SEE ELEV. c� FOR SPACING J '.. •'• i4 75 25 r D.L.O.. 19 PRODUCT REVISED as complying with the Florida Building Code NOA-trio. 17-1218.15 Expiration Date 03/20/2019 By l Miami-D Product Control EXTERIOR MAX. UNIT SIDELITE DETAILS 39 3/4' (SINGLE) 76' (DOUBLE) DOOR FRAME WIDTH N1011 11 & �V W8 0 0 I N t q� 0 a o � CIO LY V G �I el 0 Inc el z O 6 -3 S� Qwa►2 = U 4 J to J ,A 10 ZC3 M LC U 3 sM M S1 �00 Z_ 3� a M N �. w 00m �A•' VGENBF w ± OF ••ly, drawing no. %_Ste'• . • IW19—t1 1/4- MAX' © CONCEALED FLUSH BOLTS 1/4- MAX. SHIM LEVERS AT STILE FACE \./ SHIM 3 1 BY •WOOD BUCK TYPICAL ANCHORS SEE ELEV. 16 ACTIVE LEAF FOR SPACING 26 13 24 a .15 TYPICAL ANCHORS a SEE ELEV. 8 FOR SPACING 25 23 EXTERIOR `.. '. 9 19 D.L.O. METAL STRUCTURE 37" MAX. SEE SPEC SHEET 4 LEAF WIDTH LOCK OPTIONS 1 OR #2 39 3/4- MAX. OPTION 2 SHOWN) SEE SHEET 7.1 SINGLE DOOR FRAME WIDTH FOR DESCRIPTION SHIM • 3 CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTILE CONCEALED FLUSH BOLTS LEVERS AT STILE FACE TYPICAL ANCHORS SEE ELEV.` •• • ' FOR SPACING 16 INACTIVE LEAF 2s 13 26 : • ' 24 A. 8 :s ° 23 .' 25 19 D.LO. 11 10 D.L.O. LEAF WIDTH LICK OPTION J2 EXTERIOR LEAF WIDTH 76- MAX. DOUBLE DOOR FRAME WIDTH 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY INACTIVE LFAF ACTIVE LEAF EXTERIOR DOOR DETAILS hly\�=U PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Date 03/20/2019 By Miami-D Product Control ivy i & Uo W o I N Z �� 3 q J X IL 1: IL n d �0 Of oy0 z a•� 1/4- MAX 13 • • SHIM � ,.�� ,�• h •� 28Y WOOD B K i • OR i— ,rj • WOOD TURF EE NOTE HEFT 1 � �+ • NCO •• • z � 3 - �, °° 0 0 t] th Z 3� m W g LAJ oaa NWum TYPICAL ANCHORS SEE ELEV. FOR SPACING w o��$ a w ¢ 0 v a 15 R o`�i�Z�a cy 4MN w �I 70392 • � V ' X OF drawing no. W 12-08 AL1t�sheet 5 of 9 9/1e MIN. THROW BOLT EDGE DIST. PENETRATION 1 Fl fO ...... .. . . • • • •• ...... . . ..... • ••••• •• • •••• ••••• ••• ••••• • o rn n 1 H 1/2- MIN. THROW BOLT PENETRATION O W TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING W a. GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PROPERLY SECURED 28Y WOOD BUCK EDGE OIST. 1 BY WOOD BUCK OR EDGE DIST. WOOD STRUCTURE SEE NOTE SHEET 1 METAL EDGE EDGE DIST. STRUCTURE N W .- N TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. - MICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DW ULTRACON-.BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1 /8" THK. MIN. (Fy =' 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN_ CONCRETE AT HEAD, SILL OR JAMBS f t - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f rn - 2000 PSI MIN. r------------------'f r----------------- j I MIAMI-OADE COUNTY APPROVED I f ,I CUPPED MULLION 1 II SEE SEPARATE N A If II 11 0 W I PRODUCT REVISED as complying with the Florida Building Cod* NOA-No. 17-1218.15 Expiration Date /20/2019 By QV 16 2?17 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DOOR DETAILS 1.•• OF •�y �V 0 qr b �a d � N 0 00` NIL v y O � M C IL a 8 � g Q M� 6 N J 1 VO o IS N to to CA to N O C) Z3'J m N J .� �3 O � o WPM ,.1E drawing no. W 12-08 DX ' DEMGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELRES SIDELITE FRAME WIDTH INCHES SIDEUTE FRAME HEIGHT INCHES WffHOUT REMORCING EXT.(+) INT.(-) 24 70.0 75.0 30 70.0 75.0 36 82 70:0' -75:0--1 37 42 70.0 75.0 61.7 66.1 24 30 38 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 92 70.0 75.0 89.8 69.8 84.i 64.1 83.3 63.3 24 30 36 37 98 63.3 63.3 57.8 57.8 53.1 53.1 52.4 52.4 DEMGN LOAD CAPACITY - PSF SIDELRES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES Y=OTJT REMORCING WITH RE NMRCING EXT.(+) INT.(-) EXT.(+) INr.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 68.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 92 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 24 30 38 37 98 $3.3 83.3 70.0 75.0 57.8 57.8 70.0 75.0 53.1 53.1 00.0 75.0 52.4 52.4 70.0 75.0 REINFORCING AS READ. SEE CHART 39-3/4" MAX. (SINGLE) 76- MAX. (DOUBLE) DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.LO. DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" TESTED FRAME WIDTH HEAD do SILL ANCHORS AT STILE ENDS CLUSTER OF (4) AT 3' O.C. 6" AT HEAD/SILL LL ANCHORS 12" 5' MAX. 3' MAX. -IEAD SILL ' HEAD -_ - `„ J S� - CORNERS "II" - 11 �� I 1 I I / li II I I II II I I w I it ag o / mj • !I \ II 11 \ II Lo X OP4O S 1 (01 OR/12 rrjON 1 ) SE SHEET .1 h l I I \ I I FI DESCRI I I I I INACTIVE ACTIVE 1 SURFACE APPLIED FALSE MUNTINS OR -/ DECORATIVE GRILL MAY BE USED 32 3/4- 26 15/16- 26 15/16- D.L. OPG. D.L. OPG. D.L. OPG. 37" SIDELITE FRAME WIDTH MAX. 39 3/4' MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WI (oxxo) MAX. UNIT TESTED FRAME AREA NCT TO EXCEED 100.72 SO. FT. PER FBC 2014 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.15 Expiration Data 03/20/2019 By NOTE.- CLASS- CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 o w o I N �IL o 0-'�`" 8 IL O 0 �snh vQ�� 0 ao� y0 z a U1 L • • �a :�J • • •••. �i . M 4 •N • * • • N • o age • oo. 0 . O. in 0 in • • (� w CD z 'D • �j• • • _ 3 �IM ,o o 0 i5ro m rd 10 rn W O Q in XW W mm gk _ o '0 « I E OF •<y; drawing no. .1D�'•'���' W12-08 ��•�i!®A� ��,•� sheet 3 of 9 U 39 3/4' MAX. 76' MAX 37 3/16" MAX. o FRAME WIDTH FRAME WIDTH FRAME WIDTH N HEAD & SILL ANCHORS Z AT STILE ENDS WIN % z 12' (4) AT 3' O.C. 12 12' h Q S al 5` MAX 5' MAX. ' S" MAX. MAX. 2 H5* MALL A HEAD HEAD/SILLA S HEAD/ RS F ffs 9 DT�yI CORNERS CORNERS -`•` CORNERS �+1 fL e~l uIf o LOCK OPTIONS LOCK OPTIONS Z • • • • ' • • • / 1 I #1 OR #2 / I l J1 OR #2 \ Q W . . . . ... .. II (OPTION 2 SHOWN) II (OPTION 2 W SEE SHEET 7.1 / A SEE SHEET 7. • • ��'• ••a �• / I I �' FOR DESCRIPTION 10 . FOR DESCRIPT[0�1 �. 14 iLLI F- 1 II / w (n a tej m I' \ /C8 O o M in Go I ACTIVE I INACTIVE I ACTIVE 3 N Ooov APPLIED m SURFACE APPLIED m SURFACE APPLIED m to LLI -I! FALSE MUNTINS OR 26 15/16' z FALSE MUNTINS OR 26 15/16 26 15/16' Za' FALSE MUNTINS OR 32 3/4- SURFACEvs DECORATIVE GRILL D.L OPG. U DECORATIVE GRILL D.L OPG. D.l_ OPG. t� DECORATIVE GRILL D.L. OPG. 'O H MAY BE USED MAY BE USED MAY BE USED 37' MAX. 37' MAX. LEAF WIDTH LEAF WIDTH (X) DOOR #6 (XX) DOOR #7 (0) $ o STAND ALONE SINGLE SIDELITE12 P- SEE SHEET 3 FOR CAPACITY W o DOORS LOAD CAPACITY - PSF n`O 0 SINGLE DOORS (X) o rc DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME pR.(+) INT.(-) bi N a m WIDTH WIDTH HEIGHT c v - 39-3/4" 37' 98' 70.0 75.0 2 ommQS PRODUCT REVISED S as complying with the Florida e m o c Building Code `, NOA'No. 17-1218.15 ��� GLASS D.L.O. DIMS Explratlon Date 03/20/2019 �` P�AN, D.L.O. HEIGHT = FRAME HEIGHT - 11.125" •' �� JO �E D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" By D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125'/2 Mi D Product Control m NOTE: NOTE. GLASS CAPACITIES ON THIS SHEET ARE of •�\: drewwing no. _ BASED ON ASTM E1300 09 (3 SEC. GUSTS) 0 ypl;,.•' EGRESS BUIIDINGUIREMENT TO BE REVIEWED AND FLORIDA BUILDING COMMISSION NOV 1 ZQ�? '�,�5's�®�A�� ��`� w12-0 BY OFFICIAL DECLARATORY STATEMENT DCA05—DEC-219 �i�liT11i11%sheet 2 of 9 DOORS LOAD CAPACITY -PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME �.(+) INT.{-) WIDTH WIDTH HEIGHT 76' 37' 98' 70.0 75.0 u n „ w a � II I 1 SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS do BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE do ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB I �By 'Kuroray America, Inc: HEAT STREN'D. GLASS SILICONE DOW CORNING 899 } o l\ f GLASS TYPE 'G1' 16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PYB �By 'Kuraray America, Inc.' 7 /8- TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Saflex Clear And Color Glass `FBy 'Eastman Chemical Co.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 6' HEAT STREN'D. GLASS SILICONE DOW CORNING 899 SETTING BLOCKS AT LAM. GLASS READ. FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS CARDINAL XL ACER L SETTING BLOCKS AT INSUL LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS PRODUCT REVISED as complying with the Florida Building Code Noy► -No. 17-1218.15 Expiration Date 03/20/2019 By Miami-0a49"Product Control THESE DOORS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 70M �O of �i QQ • p�' ` drawing no. W 12-08 sheet 1 of j�--2.750 1.688 .----„--�- 078 .062 2.750 ,.140 QQ FRAME HEAD 1.202 -1 2.061 2.874 FRAME JAMB 1.375.062 2.188 -,519 .394I j �.1301.001 .045 3 .803 3 —1.422 O50 0 FIX. MEETING RAIL O I E10O I L1O47t as 1=t I"-1.340--1 GLAZING BEADS ,.250 rr R� jr.062 2.063 1- -1.140 --I O VENT TOP RAIL 1.067 „lQ., 1.140 O VENT SIDE RAIL 1.247 .062 I 2.773 1.929 1.750 ! 1.254 078 1.445 [� VENT BOTTOM RAIL FRAME SILL 1-.963 --i 11 SPRING LOADED LATCH )2 -2.688 F.06 .062� 500 69 Z 0 2.611 23 FLUSH FRAME ADAPTER 14 as iaeC�:FctB�;ce Idc3 l � �011. Expirati+on aAe w l jjsjq � OY �.Z+ zh Miami Dada Nseduct Choi uco O w 0 i rn Z ^ O 14 HO J 2 W �'m a CL ILCi o 8Hn V D�d tMr1 0 p co .� �Ny� a�ZO it ZNLL o 3 as• Q W M •1• • • ... Do 341,U • 0 • . J...• •• .3M • 0 so le;c fA 0*0 q 00 • • • 14 • } ••1`a • r o1 1 3 Qn a � Q O n Ln vL0i Z m 0 � 3 z-j M N J .� 01 60 W 1 W W oo m niFFm ;I10 welflil2,121 �11►1111ji11//' MATE OF Y0R10P;..'• )AIAL 11111100/ sheet 6 of TYPICAL ANCHORS SEE ELEV. FOR SPACING �i TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL %STRUCTURE MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. i TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING a' a a C. t 1 A" o MASONRY W A p 4 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER O ALT. <:. T REVISE Wit iiE: Florida VL) w 0 I 00 rn Z 3 0 �u �/ � 1 � I tr0. Igo o 0 A o of IL o m OQtm pdco.� 0�/ � Z to - •�j o • • a • ap Lu .. • a • 0 co c``'n Z co co O 04 -J of U ,Lw w W co m WlmlWlm I�lolololol I N\W i o ®�•,. OF •Qy drawing no. �10 -08 Illit"ksheet $of 6 st o U W 00 0 rn IL m m OWN` U N =tAp V � {y e� a MIAMI-DADE COUNTY APPROVED MULLION O d G C g SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 4 t 0 IN .t a W2LL {L z o M •Olt ILI a + •J • to - - ---------- 'o _ --- -- -- - -- - V) ••• u g •o WINDOW WIDTH WINDOW WIDTH N hoes•• P- VIP a�o • I VIP 00 n Z �U 3 z TYPICAL ANCHORS SEE ELEV. FOR SPACING O N J M 0 ! U e o WLj ao�d O1/4" MAX. 1/4" MAX. VENT WIDTH SHIMS 18Y 1/4" MAX. 8 S SHIM 9 WOOD BUCKS SHIM METAL STRUCTURE Z u m m 18 7 20 ° aon U TYPICAL ANCHORS O F N 1 /2" _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 0 ° SEE FOR SPACING TYPICAL ANCHORS SEE ELEV. S a o W ° 6 _ _ _ _ _ _ _ _-____-____---__- FOR SPACING v a a U _ _ o O 0 1 'ta/2' O m C - •- •-- •- W } � -.._.._.._.._.._.._.._.._.._.._.._.. SCREEN OPTIONAL-------- 1/4" y~i m o 0 0 0 MASONRY O � L C ca o w ° W EXTERIOR p `p ``,11t11111/// $ - 14 \`��NI®/, a d 1•';;CZi'ITJCI' REVI3EI} o D.L. OPG. as cninpl yiaa with fhF, Florida A,scerriarcel'.ia 1"t•1411.22J u WINDOW WIDTH E ciratian i3a3ate �y GRCt _ �� �� r_ E' 2 o® STATE OF ��,cXOR10��®��� drawing no. :Miami Dade '. ` W09 -08 ®��� If t����� sheet 4 of 6 ITEM # PART !j REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FYt01 1 FRAME HEAD 6083-T6 - 2 FY115 1 FRAME SILL 6063-T6 - 3 FY103 2 FRAME JAMB 60b3-T6 - 4 FY104 1 FIXED MTG. RAIL 6083-T6 - 5 FY105 1 VENT TOP RAIL 6063-TB - 6 FYI 14 1 VENT BOTTOM RAIL 6083-T8 - 7 FY107 2 VENT SIDE RAIL 6063-T6 - 8 FY108 AS ROD. GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - SA FY109 AS R00. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 8B FY110 AS ROD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 9 FY116 2/VENT SASH STOP 6063-T5 - 11 FY113 2/VENT SPRING LOADED LATCH, AT 7" FROM ENDS 6063-T6 - 11A - 1/ LATCH LATCH SPRING ST. STEEL - 12 SL203P 2/VENT SWEEP LATCH, AT 12-1/2" FROM ENDS ZAMAK SULLIVAN & ASSOC. 12A �8 X 5/8" 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS 13 - A5 REQD. SETTING BLOCK EPDM DUROMEfER 80t5 SHORE;A 14 �8 X 1" AS REQd. FRAME do VENT ASSEMBLY SCREWS CRS PH SMS 14A #8 X 3/8" 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS •• 15 E207 AS REQD. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB • 16 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB • 18 W23181 AS REQD. FIN SEAL W STRIPPING - ULTRAFAB 19 FY117 4/ VENT SASH GUIDE CELCON M&M PLASTICS .. 19A �6 X 3/B" 1/ GUIDE SASH GUIDE INST. SCREW CRS OH SMS TYPE B • 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY BSI ; 20A �8 X 5/8" 1/ BALANCE BALANCE INST. SCREW - P FH SMS 21 - AS REQd. GLASS SPACER SILICONE FRANK LOWE 22 - 1 5/1fi" BOX SCREEN - OPTIONAL 23 FY120 - FLUSH FRAME ADAPTER 6083-T8 OPTIONAL 24 - - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL 1 By TYPICAL ANCHORS TYPICAL ANCHORS WOOD BUCK SEE ELEV. FOR SPACING I SEE ELEV. FOR SPACING a. •.Q v '. EDGE: GIST. METAL 4 a' STRUCTURE e "Q 4 .d a .' n e d n d A'. ' EDGE DIST. El OPTIONAL TO BOTTOM LATCH d a d • • e a dd e d e a \ MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING w > > 7f m c~i o � rA 0� TYPICAL ANCHORS SEE ELEV. FOR SPACING - V W m 0 I rn Z q 3 iw � � z �IL gat LL 0 �yti 0►&acn o 0a0o H �g20 �Zy-a�„o a 6 old • WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. ••• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • ••• AND TRANSFER THEM TO THE BUILDING STRUCTURE. ��� �j CD • • _j • �n TYPICAL ANCHORS: SEE ELEV. FOR SPACING • • • CD ' • • • • • • cp j f 4" DIA. ULTRACON BY ELCO' (Fu-177 KSI, Fy=155 KSI) 0.0. cp INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •.• Ld N 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) cn co THRU 16Y BUCKS INTO CONC. OR BLOCKS • ® P p 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) •• • . 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) ,� O o M DIRECTLY INTO CONCRETE OR BLOCKS 5: N coo Z m 1-1/2- MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) c9 M O `'' o �- #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) to U ,Lo w LJ m m INTO MIAMI-DADS COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1 /2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4- MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. XCEJd, •' b i ;.i N 70592 1=: �.':i^�i0ii fl^u>"i'Q�oA lZola i ;•�/� � N _!San Zl, i, '• • ORIDP. ®�: �trai �i,. a�Bn..,.. •G�.�� (sheet 3 of 6 ) ffil lam:/ EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPES 'A', 'B' & 'C' WIDTH HEIGHT EXT.(+) 1 NT.(-) 19-1/8' 24' 26-1 /2- 32" 37" 40' 48' 53-1/8' 26" (3) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8- 24" 26-1/2- 32' 37' Q. Q. 53-1/8" 38-3/8" (4) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 , 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8' 24' 26-1/2- 32" 37" 40' Q. 53-1/8" 50-5/8' (5) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8" 24" 26-1/2- 32" 37' 40- 48" 53-1 /8" 63' (6) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8- 24' 26-1/2- 32' 37" Q. 4B" 53-1/8" 76" (7) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 a M winru EQUAL LITES o; w a -r I z0 Q w 0 0 z Q U in z_ N 1/8" HEAT STREN'D. GLASS, ' .090' Interlayer � Trosifol PVB w By 'kuraray America, Inc.' d1/8' HEAT STREN'D. GLASS z a � Li SILICONE z z ADOW 899 z * fn m 13 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'A' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPES 'B' & 'C' WIDTH HEIGHT EXT.(+) IW.(-) EXT.(+) 1NT.(-) 19-1/8- 24' 26-1/2" 32" 37` 40" 48- 53-1/8- 50-5/8' (5) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8- 24' 26-1/2' 32' 37' 40' 48" 53-1/8- 63' (6) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 19-1 /8" 24" 26-1/2- 32- 37' 40' 48" 53-1/8' 76" (7) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 3/16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' r3/16" HEAT STREN'D. GLASS SILICONE DOW 899 AT 1 /4 POINTS ON LITES t3 WIDER THAN 36" ONLY GLASS TYPE 'B' GLAZING OPTIONS ai w a O U z a u. 0 0 z a U O z In H z ui W_ Q. z d z winTu 0 w ao a I rn -� m 0 Z q�i o a as -1a M O W N`� U d iL� L9 tot C?o air g 0 IL 0 a 0yy0 a GGWCC S 12 �Z_N-M_ a Js tip QATV p �- 0 TO QUALIFY FOR SMALL MISSILE IMPACT RATING Ln Z 3 L` a0 EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. z to v 0 04 o w �-1/8' HEAT STREN'D. GLASS w I W ao 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS 090" Interlayer �Trosifol PVB By 'kuraray America, Inc.' r1/8" HEAT STREN'D. GLASS SILICONE � N 18 I U II I I a) 11I Lii ii 2 86 13 AT 1/4POINTS 24 ALL SIZES a:; ,r+;;: sq .:Ch the FIcrida GLASS TYPE 'C' Exa,ia Ate;, t:: �tP pt�.q�-�Zti1q ny _ -V"4a�i ITacc Pr K CcCcllud SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS I,' -.ATE OFDA. Vi c c w 0 U U v o � U N N 5 0 cr o Ln a S 'L�� c�nditM I 1I "l 11 O N N Q D r m U L t a m v n drawing no. W09-08 sheet 2 of 6 53 1/8' 53 1/8" 4ft;) 47 3/8" D.L.O. (FIX. IJFE) 6" MAX. 12" MAX. to 6' MAX. HEAD A HEAD m w HEAD CORNERS 3 2 d z CORNERS 0 I I _ w^ li II Ir 5 D II /tl II 4 SWEEP LATCHES _ AT 12-1/2' M D II II II FROM ENDS -� � 4 � I 9 I I I I Tom• \ x - w II w co m 'n O J O no II N� ro _ z li II Ir z I II II � \m w II II ap rL M O II i II , S M M D � I I I uj a O Z N = u 0 _ ECO—GUARD SERIES-100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. WINDOW WIDTH 47 3/8" D.L.O. (FIX. UTE) 12" MAX. A HEAD 3 li II it I II I --II ----II II--- i II II II II II If B n 3 I� II II I� C II II 3 II I, II FALSE MUNTINS NO ANCHORS AT SILL FALSE MUNTINS� (SURFACE APPLIED) 47 3/8" (SURFACE APPLIED) OPTIONAL OPTIONAL D.L.O. (VENT) 50 3/16" ISPRING LOADED LATCHES AT 7" FROM ENDS VENT WIDTH OPTIONAL TO SWEEP LATCHES EQUAL LITES TYP. TYPICAL ELEVATIONS TESTED UNITS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NO ANCHORS AT SILL 47 3/8" `9 D.L.O. (VENT) 50 3/16" VENT WIDTH UNEQUAL UTES (ORIEL TYPE) ':. ODU(-£ fIF-VISED .accents ,cam itie t � D�t3 $y, 1 rtiliamI Usde c oduct CcWcl r11: • • N ' J . A • CO vk r1 •d rs W • v �� • I • a1 W O oM .) 0 00 Ln v Z 3 i; D w 3z 0 cq U 0w wW co VENT CORNER V "VnsED yiAg writii she F3orida N Atccptan" No 11- /V 6pimtive Dme ATE OF ' •W� "N�si Dude Ys duefCv�vuot� �i�` t� ' OR1a�` _�CI�� o U W O I Z q� 3 �:E O O9 o Cram v 0: � N O v J � o � w �- W o;5M Ln � � Z3co ON $ ��W w co m sheet 1 9 2.094 FRAME HEAD/SILL/JAMB O2 VENT FT 519 .803 .045 1.047 Q GLAZING BEAD (5/16" LAM. GLASS) �.130 803 .045 L1.1721 GLAZING BEAD (INSUL LAM. GLASS) .394 .050 1.047 3B GLAZING BEAD (7/16" LAM. GLASS) 13 2.888 .0827 .500 69 2.611 15 FLUSH FRAME ADAPTER p CORNER KEY .245 HINGES: 780 ��.120 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' I I� LOCATED AT TOP AND BOTTOM CORNERS 1_1256-� FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS ITEM PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E501 4 FRAME HEAD/SILL/JAMB 6063-TO - 2 E502 4 VENT 6063-T6 - 3 FYI 08 AS READ. GLAZING BEAD (5/16' LAM. GLASS) 6063-T6 - 3A E505 AS READ. GLAZING BEAD (INSUL LAM. GLASS) '6063-TB - 3B FY109 AS READ. GLAZING BEAD (7/16' LAM. GLASS) 6063-T6 - 4 E508 AS READ. SNUBBER - VENT, FULL LENGTH 6063-TS - 4A E509 AS READ. SNUBBER - FRAME, FULL LENGTH 6063-T6 - 5 E506 OPTIONAL SCREEN FRAME 6063-T5 - 7 #10 X 1-1/4- AS REQD. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS B E203 AS REOD. BULB WEATHERSTRIPPING, DUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 AS REQD. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB 10 35.12.00.400 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2)10 X 5/8' SDS 11 13096.92 i MULTI POINT LOCK SYSTEM ZAMAK TRUTH 12 - 6/ VENT KEEPER STEEL - 13 - 1/ VENT ROTO OPERATOR ZAMAK/STL TRUTH 14 PSI40-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - 15 FY120 AS REQD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 16 - 3 ANTI SAG SKATE NYLON M&M PLASTICS 17 #10 X 1-1/4' 2/ SKATE FH SDS SKATE SCREWS - - • 18 /8 X 3/4' AS REQD. FH SMS SNUBBER SCREWS - IN PAIRS 2' APART, PAIRS SPACED AT 7-3/4' O.C. 19 - 2/ LITE SETTING BLOCK, 3/16' X 3/4' X 4' LONG EPDM DUROMETER 80t5 SHORE A • 20 FLB-50 - GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE 21 - - INSUL GLASS EDGE SPACER ST. STEEL CARDINAL XL • SEALANT: • • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH •' SCHNEE-MOREHEAD SM5504 SEAM SEALER. ;• PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. 3 LOCKS: MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES AuaIC"110)3 O SNUBBER - FRAME SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X 1" P PH SMS C 45 OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1" P PH SMS .7i .12o ANTI -SAG SKATES: VINYL ANTI -SAG SKATES BY 'M&M PLASTICS' 720 (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE 0 SNUBBER - VENT EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. tht F1e11�e iCCCIari2L'"'• l`k: ,Zt — 6s , ion 2J? - `t Nliarm G�La Pra�cz �` �. Z q n 3 F� z n. 2 m 0 IL a 04 4C z �. N 0 gas 1 J • • 'n .J •I • J •CD • OD V) •••-ire 2 • o ••• � W • tu- w U. • V) x co S � GAO Z 3� o M N CD 04 U L0w I W oo m �.9 o � in W N U C ¢ N < OF ¢ O a I cc :3 �CEN�c'• ��i M � v N O ATEO>F drawing no. ®NAIy` sheet 5 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS ,SEE ELEV. FOR SPACING • s. N i N V8 EDGE DiST. METAL r—=== _ — -______ ==—,1 W 0 STRUCTURE I I MU DE COUNTY APPROVED I I Z '1 j � MULLION do MULLION ANCHORS � j �I SEE SEPARATE NOA I� 0 b Z I ESE DIST. �I I 1 � _ ---- ----------if Q � o 't I 15 mgh (_7915 � Q�M P7 &co p 0�20 TYPICAL ANCHORS TYPICAL ANCHORS Q SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING J g Q W N N v J 10 at: ro 3:: � o uj uj W W ��.-- v IW N� 3 s O oM o 1/4• MAX O J � Z 3 LL. 00 SHIMS ALT. 3 } N 15 N J n U 66 W J W r TYPICAL ANCHORS ° N as SEE ELEV. FOR SPACING . a A ° + e O G � W a 7 O Z 7 a .. •. _ . � � � of ri ri ♦ l�— \` J• . •'.....lam INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ��` fie:•-' ErrsF''=.?O '��� ! ix � � I N 1,0992 p is iida tvae raccs pzgce No 1 /!-Zy ' �; v : v u STATE .A17 drawing no. By Miami i3ede Pr k Coil i� S►' l i f i l l ���� ♦ sheet 4 of 6 TYPICAL AN SEE FOR SI MEl STRUCTU MIAMI—DADE COUNT APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS 1/4' MAX. ICHORS MG 1le MAX. FOR SPACING • � N • • Olt • V) .... A fn co 3 sM " S O a J z3LL. co J U L U) w J vs I W m m W ��� ,e:•' CENT ��� � � a PRODUCC IIEb'iSED c as mmPlYing.with tihe Florida— _�- 70MBuildmr., Cod-- � a Expiration Date i�Jt=t� U gy �Go ®� ATE OF = Lys tdAr�awing no. f�4iatni Bade ProductGmtroP �i' OMD .. � r� —05 ®BU®a_ F...���� •..• .0000 TYPICAL ANCHORS SFF Fl FV. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1By WOOD BUCK METAL ��__--_____ _AP_====OV-"i EDGE STRUCTURE II MIAMI-DADE COUNTY APPROVED II DIST• d j I MULLION do MULLION ANCHORS I k III SEE SEPARATE NOA 11 EDGE �f DIST. I L_ _ I -- --- — — — — JJ s I TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHO SEE EL FOR SPACI TYPICAL ANCHORS: SEE ELEV. FOR SPACING l Z4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI. Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCloy E INTO CONCRETE AND MASONRY = 2-1/2" MIN. + W000 BUCK INTO WOOD STRUCTURE = 1 " MIN. 17 INTO METAL STRUCTURE = 3/4" MIN. 1 g WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. - CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN. * ai C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm 2000 PSI MIN. I \ •�� �=•' ucFalsF•'�O �'� .. . •v-► v • • as sxr.=� 3 ✓iri; wir3z C€�� ;=:'>�a ° q \ ° ' I ° A ccepsu"n e N. TT%CAL ANCHORS Expu3E?3r_ Ptate jj s py1 '• �� SEE ELEV. ATE OF FOR SPACING OIi1D�;.'•���� ami Dade Pr t Ckintm€ �i, asn • . V ��"• R0000il 0 3 M J PWa. '0 " O o�� o O aco Qom° LL z <ZI 1-:1 N U � v � I QD aD 3 N j W }L N ir cp S Q 00 Z 3LL. a 3 Z o o N -� coO0 N W 000 m W 61421In drawing no. W11-05 sheet 2 of 6 ECO-GUARD SERIES-500 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MWMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDTION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE 1S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE do ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. HEAT STREN'D. GLASS .090' Interlayer Trosifol PVB By 'kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN OR SMALLER) - 75.0 PSF 1/8' TEMP. GLASS AIR SPACE 1/8" HEAT STREN'D. GLASS 090" Interlayer Trosifol PVB �By 'kuroray America, Inc.' 1/8" HEAT STREN'D. GLASS FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 37" 35" VENT WIDTH 29 3/8" 1�/ / - II / �t-r_== e WW 0 I Z g 3 O � z $ma. z V 0 2 0 �O 0 N v V 0 tI� v O Q�� d0� g �• Z H W 12 MAX 7MAX. HEAD HEAD/SIL SILL TYPICAL ELEVATION CORNER! 3/16" HEAT STREWD. GLASS .090" Interlayer Trosifol PVB �_By 'kuraray America, Inc.' 3/16" HEAT STREN'D. GLASS 6 POINT LOCK LOCKING POINTS SEE CHART WDW. HEIGHT UPTO EE OF KEEPERS AT SASH 26' 2 38-3 8" 3 50-5 8" 4 63' S 76" 6 a SILICONE SILICONE SILICONE NOTE: DOW CORNING 899 DOW CORNING 899 C DOW CORNING 899 GLASS CAPACITIES ON THIS SHEET ARE m z m ? m BASED ON ASTM E1300-09 (3 SEC. GUSTS) N N N • i i S 9 is I I u AND FLORIDA BUILDING COMMISSION 9 c� 9 DECLARATORY STATEMENT DCA05—DEC-219 e: 0 W 8 GLASS TYPE 'A' O W 8 GLASS TYPE 'AA' AT 1 /4 POINTS 19 ALL SIZES SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLAZING OPTIONS GLASS TYPE 'B' Pf"'0DOCT REVISED �s cr.��iying w•,h L43e Flaw - rat �3xpiion Date ?;fiWu 04d0 NO&Ct control I • TE OF oaron.•��o�,` •� N s.i J • • J • In 3 co �• o W ••0 Y vWv� LLI • • o YI t4 . • IRE 3. s S O o+';•t a 3 z o o 0 04 o O0 u� W ao o: v7 0 ^1 N N O^ �o N n a o l ~ �o a v o drawing no. W1 1-05 sheet 1 of 6 MIAW ADE MIAbII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE-OF-ACCEP-TANCE-(NOA) www.miamidadezoy/economy ECO Window Systems, LLC 9114 N. W. 106m Street, Medley, FL 33178 `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 daze 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 revokb' Modify, or suspend the use of such product or material within their jurisdiction. PERA reserves Aria right io revoke this':' acceptance, if it is determined by Miami -Dade County Product Control Section that thij pO Qduct or tnate*iinl 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.Hunricane.Zone. : ..... DESCRIPTION: Series 650 Aluminum Outswing Doors-L.M.I. ...... •••'• .... • • • • • • • • .. •• •..• ...... ;APPROVAI; D0CUMENTc Drawing No. W14:74 Rev A —titled' Series 650 Alum Og4W"g Entrance.Door • (L.M.I.)", sheets 1 through 10 of 10, prepared by AL-Farooq Corporation, dated 11/23/lb and fast re-4sed on MAR...:. 07, 2017, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control pproval stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Coultrty ProdugC1)Ptr�ol • Section. • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. See Single or Double Door Design Pressure (DP) ratings in sheet-2.,See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 4. The max door leaf width shall not to exceed 36-7/8". 2. Doors are not rated for water infiltration resistance, unless protected by overhang/canopy complying w/FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. F APPROVED NOA No. 17-0118.04 Expiration Date: March 23, 2022 Approval Date: March 23, 2017 Page 1 ECO Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W16-74 Rev A, titled "Series 650 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 10 of 10, prepared by AL-Farooq Corporation, dated 11/23/16 and last revised on MAR 07, 2017, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) L.. Zest reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 • • • • • • • • • • 2) Water Resistance Test, per FBC, TAS 202-94 (not conducted) • ... ' 3) Large Missile Impact Test per FBC, TAS 201-94 •' • 0:. • • 4 Cyclic Wind Pressure Loading per FBC TAS 203-94 • • • • • • g.loug with v xked-up drawings and installation diagram of aluminum Outswing French doors • ..... ' w/Sitelites,•paeliared by Fenestration Testing Lab, Inc., Test Report No. FTL-9067, dated 12/07/16, • • • • • • signed anctSC41 tl by Idalmis Ortega, P. E. • • • • 2., • Vest repp�;, (submitted under files #15-0603.13/#12-0402.03) ;.... : ' 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 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, RETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5a' Edition), prepared by Al Farooq Corporation, dated 01/17/17 and last revised on MAR 07, 2017, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishall I. Chanda, P.E. Product Control Examiner NOA No. 17-0118.04 Expiration Date: March 23, 2022 Approval Date: March 23, 2017 F,1 0 ECO Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-117.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Kuraray Trofosil Ultra clear and color PVB Interlayer (Former Kuraray Butacite ® PVB interlayer)", expiring on 07/08/19 F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 01/03/17, signed and sealed by Javad Ahr �. E. ...... 2. Lab compliance as part of the above referenced test report. • G. OTHER ..' • • • 1. Test proposal #16-0841, dated 07/08/16 approved by RER. 2. REF NOA(s) # 15-0603.13/#12-0402.03. • .. .. .... ...... E-2 Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0118.04 Expiration Date: March 23, 2022 Approval Date: March 23, 2017 M IAM I -MADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMIMSTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Eco Windows Systems, LLC 8502 NW 801 Street Medley, FL 33166 —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 4;Qptrol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the rite'have his... product or material tested for quality assurance purposes. If this product or material fails IS perform in the accepted. manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revo1 , modify] or• • • suspend the use of such product or material within their jurisdiction. PERA reservm:*& right to -revoke 5114..; acceptance, if it is determined by Miami -Dade County Product Control Section that thVpftlt uct or"at&jAl fail% to • meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the*'lerid'a Build' 0 Otode, .. .. .. ...... including the High Velocity Hurricane Zone. _ • DESCRIPTION: Series 600 Aluminum Outswing French Door w/wo Sidelites-LA1. �� : • • • • • APPROVAL'DOCUMENT:`Drawing`No'W12=08-Rev-D,-titled-"Series'600-Alum Oi'itsvimf Entrance Door :....: (L.M.1.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corporation, dated 02/13/12 and last revised on 11/09/17, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE MPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-0603.13 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 Jorge M. Plasencia, P.E. -� NOA No. 17-1218.15 ML MuriTr �' Z �o t 2-0 i r Expiration Date: March 20, 2019 Approval Date: February 08, 2018 Page 1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. JE19'T'S (submitted under file #12-0402.03) • :' •' • V • • Test fs�oAs 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 • • • • • 000000 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 2411 3.2.1, TAS 202-94 ...... .... .. .. • • ajong with.j d-up drawings and installation diagram of an aluminum Outswing French door, .:.... prepared * $uriicane Engineering & Testing, Inc., Test Report No. • • HEYI-12-�5�7,VETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- .W12, all gignRl and sealed by Rafael E. Droz-Seda, P. E. 1,1ote: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. 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 Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. orge M. Plasencia, P.E. Prod ct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 E-1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5�h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 0000 1. This NOA revises NOA #12-0402.03, expiring 03/20/19. • • • • • **fee* .. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. • • • • • • • •a.•s• to . ...... 2. NEW EVIDENCE SUBNHTTED to • • • • • • A. DRAWINGS o6w*00 . .. ..... 1. Drawing No. W12-08 Rev D, titled "Series 600 Alum Outswing Er&rcq Door (): tl I.)", • • • • • sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corpbfafibn, dat6dV2/l3/12Wcl`:' last revised on 11 /09/17, signed and sealed by Javad Ahmad, P.E. • ; • B. TESTS • • • • • 1. None. • • • C. CALCULATIONS 1. Calculations, prepared by Al Farooq Corporation, dated 10/03/17, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5' Edition (2014) and FBC 6t6 Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 E-2 MIAMI-QADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamid24L.gov/economy. Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County 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 Florjdp puilding Code, including the High Velocity Hurricane Zone. 000000 DESCRIPTION: Series 19Eco-Guard 100" Aluminum Single Hung Window - L'M I : • • ; •; • APPROVAL DOCUMENT: Drawing No. W09-08, titled "Eco-Guard Seriej;1.0;0.0OAlum. 9.1I. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17. prepared by Al-Farool • • • •; Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade (;ounty Pr4d1dt'Contrc�i.... Revision stamp with the Notice of Acceptance number and expiration date by* & A4iami-Dade County.:..' Product Control Section. • • • • • • 000000 . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant o • • e •: •. . . . . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's vamp. or logo, c5iy', state model/series, and following statement: "Miami -Dade County Product Control Appreved", unlgaa otherwise 0 • • • noted herein. .. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0406.12 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. .} NOA No. 17-1011.23- r`� % ! Expiration Date: April 08, 2019 Approval Date: December 21, 2017 Page I Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224.07 and previous NOA No.14-0317.02) 2. Drawing No. W09.08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0317.02) .... 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94; • • • • • • • • • • • • ; • 2) Uniform Static Air Pressure Test, Loading 8? FBC TAS 2i12-94 •. ..... .. . ...... 3) Water Resistance Test, per FBC, TAS 202- 4•; • 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-964 ; • • • •; along with installation diagram of a 106-1/2" wide x 76" high• £NCO- Guaid Yer1es-100► • .. aluminum single hung window, prepared by Hurricane Eng lifted ig & "Yegtiag Inv: • • Test Report No. HETI-08-2166A, dated 12/15/09, signed anA x�ed by C41do P *' *: • Font, P.E. (Submitted undArA10;1 No. -094V24.07�...:. ..... . 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2p1-94. :....: 2) Cyclic Wind Pressure Loading per FBC, TAY203-94 . �' ' along with installation diagram of a 106-I/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 4. 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53-1/4" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2168, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile .Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 53-1/4" wide x 76-I/4" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2170, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 03/27/15 and 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 0000 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray $Lmtrjca, Ina •for their• • • . • "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, 81piting ouIZI1/l6. ... .. .. . ...... F. STATEMENTS ...... 1. Statement letter of conformance, complying with FBC-r Edifigg.Q014), ref no ..... financial interest, dated Match 17, 2015, issued by Al-Farooq Ciarporation,signed and.%.' sealed by Javad Ahmad, P.E. • • • • • • • • • • • • 2. Laboratory compliance letters for Test Report No. FTL-763S, iUh&d by FeIIestration •, Testing Laboratory, Inc., dated 12/09/14, signed and sealed by;Marjin D. ]AMISM, P.) .* (Submitted under previous NOA No. 14-0317.02) ' ' • • • • • • 3. Proposal issued by the Product Control Section, dated 03/25/13, signed. by' Jaime Gascon, P.E., Product Control Section Supervisor. (Submitted under previous NOA No. 14-0317.02) 4. Laboratory compliance letters for Test Reports No. BETI-08-2166A, HETI-08-2166C, BETI-08-2168 and HETI.08-2170, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) G. OTHERS 1. Notice of Acceptance No. 14-0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. S',Gn 9 Zy�o Sil'ang Zhao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W09-08, titled "Eco-Guard Series.100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19417,"dxpiring• ••• on 07/08/19. • F. STATEMENTS • 1. Statement letter of conformance, complying with FBC 5th Editiph•(2Q14), 4jit PC 6400• Edition (2017), and of no financial interest, dated September 15i M7, pre ared by Ar": • 00 Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • •. • G. OTHERS • 1. Notice of Acceptance No. 15-0406.12, issued to Eco Window $ys4egis, LPMr their• • Series "Eco-Guard 100" Aluminum Single Hung Window - L.W.I., approvt8•dn • 07/02/15 and expiring on 04/08/19. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 E-3 M IAM I-QADE MIAMI-DADS COUNTY +® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.zov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: .... This NOA is being issued under the applicable rules and regulations governing tha use of concfructiox..... materials. The documentation submitted has been reviewed and accepted by miiumi-bade �vuptx RER- • Product Control Section to be used in Miami -Dade County and other areas where atlDA+ed by the Authority• • • • • Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade I'ounty Probe Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Da.dg nounty) reserve the right• � � • • ... ... . ..... to have this product or material tested for quality assurance purposes. If this p;qdt 4*or materig fails t9..... 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 witl4n tfiets jurisdiction. RER...:. reserves the right to revoke this acceptance, if it is determined by Miami -Dade County ProductTontrol. . Section that this product or material fails to meet the requirements of the applicable btiildtng coov . • • This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION: Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision F dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0406.10 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 Sifang Zhao, P. E. MIAMFWIDECOUNTY �.Z. NOA No. 17_1011.22 ' f Expiration Date: May 19, 2021 Approval Date: December 21,2017 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) • • • • .2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", "" •"� •�sheits 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by • A1;Farooq Corporation signed and sealed by Javad Ahmad P.E. '!.P. •TEST& • - • • ; • • • • •'1. •'ItSt 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 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. BETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No.11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5a' Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E 4, 7f4"q Zhu Wang Zhao, P. E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coN usamD) 2. Laboratory compliance letter for Test Reports No. FIETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No.11-0309.06) .... G. OTHERS •••• •••••• 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systt s, LL•r,fbr*.their • • • , ; • Series "Eco-Guard 500" Outswing Aluminum Casement Wix& w — L.M.1k, ; • • • ; approved on 05/02/13 and expiring on 05/19/16. • • •' • .... . ..... 2. NEW EVIDENCE SUBMITTED • • • • • • • • • .• • • • • • .. .. . ...... A. DRAWINGS 1. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.1�}'a ...... sheets 1 through 6 of 6, dated 02/23/11, with revision F dated 49/%7/d7, prepared by ; • • • •; Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.' ' B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6tb Edition (2017), and of no financial interest, dated September 26, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.10, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 07/02/15 and expiring on 05/19/21. j&j ztiC4,0 Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 E-2