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WS-10-23-2639Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-10-23-2639 Permit Type: Windows/Shutters Work Classification: Window/Door Replacement Permit Status: Approved Issue Date: 12/13/2023 Expiration: 01/27/2025 Location Address Parcel Number 108 NW 111TH ST, Miami Shores, FL 33168 1121360030410 Contacts OSCARJURADO Owner IGE CONSTRUCTION INC Contractor 108 NW 111TH ST, Miami Shores, FL 33168 ELIER GONZALEZ Mobile: 8484669090 OSCAR.ROOFTOP@GMAIL.COM Business: 7866060635 ige1010@aol.com Inspection Requests: Description: 10 WINDOWS 1 DOOR IMPACT Valuation: $ 7,000.00 - - -- Visit our website www.msvfl.gov acid Total Sq Feet: 0.00 Click on Permits Fees Amount Application Fee - Other $50.00 CCF $4.20 DBPR Fee $3.60 DCA Fee $2.40 Education Surcharge $2.10 Permit Extension (Manual) $75.00 Scanning Fee $18.00 Technology Fee $24.00 Windows/Shutters Fee $190.00 Total: $369.30 Building Department Copy Payments Date Paid Amt Paid Total Fees $369.30 Credit Card 12/13/2023 $244.30 Credit Card 07/26/2024 $75.00 Credit Card 10/26/2023 $50.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws and zoning. Futhermore, I authorize the ab ve named contractor to do the work stated. It, Os �o9'nl 0-4 luAOV-t / Applicant / Contractor V Agent Date July 26, 2024 Page 2 of 2 n Miami Shores Village' D� g � d U L Building Department' 10050 N.E.2nd Avenue, Miami Shores, Florida 33134 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING JUL 2 3 2024 u) a— FBC 20 Master Permit No. Sub Permit No. ❑ REVISION Ea EXTENSION ❑RENEWAL []PLUMBING M MECHANICAL ❑ CHANGE OF CANCELLATION ❑ SHOP pp CONTRACTOR DRAWINGS JOB ADDRESS: i OO N� `�� }Il (tU1GMax S�w-iQ City Miami Shores County Miami Dade Zip' 1(, Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: OWNER: Name (Fee k Construction Type: Flood Zone: BFE: FFE: Orr amA a0n� State: *-- Zip: Tenant/Lessee Name: Email. 'OO�k-opp Wok .t.y CONTRACrOR:Company Name: IGE CONSTRUCTION INC Phone#: 786-606-0635 Address:6270 NW 114 ST Hialeah FL 33012 Email: ige10100 o and rnm Qualifier Name: El IFR QQNZALE7 PhoneM State Certification or Registration M. CGC1522734 Certificate of Competency #: DESIGNER: Architect/Engineer: rnunex: Address: City: State: _Zip: Value of Work for this Permit: Square/Unear Footage of Work: Type of Work:0 Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition DesalptionofWork: )� t1GJt�WS r1 DOOC ��Q ' Specify color of color thru tile: Submittal Fee S. Permit Fee $ U CCF $ CO/CC $ Scanning Fee $ DCA Fee $ DBPR S Technology Fee $ Training/Educatlon Fee $ Structural Reviews $ P&Z Review $ _Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Corn Paps Name (if applicable) and{ �"'PanY's Address: ■r ■ r r w�.rrrrr City iD -_��rw•Irl�lrwl rrrr � �� t' State • 1VIortgage Lenme of applicable) Na = --- P luiot�ge tend F es lkddress City State Zip, application Is hereby made to obtain a emit to d I (lation has �mmenred Pe o the work artd tnstailatlons as Indicated. !certify that no work or nsta 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 jutisdktiOn. I understand -.that a separate permit must be secured• for ELECTRIC, PLUMBING, SIGNS, 00OLS, FURNACES, 80ILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OVtii'NER'S AFFIOpVR: 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 toning, "WARNING',to OWNER: YOUR FAILURE TO RECORD "A, NOTICE OF 'CC?MMENCEMENT MAY*. RESULT IN YOUR PAYINGI WICE. FOR IMPROVEMENTS TO YOUR PROPERTY. A IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCCMMENCEMEhIT." lVatice to 4pli ant: As o condidomto.the hsuance o a building ^ f g permit with an estlmatrd.va�ua exceeding $25 .the applicant must prornise in good faith that a copy, of the notke of commencement and construction lien low brochure will be delivered to the person whose property is subject to ottachment: Also; o crrt�ed rop" of the— recorded notice of comencernent'must be posted at thelob site for the. first kapevio whkh occurs:seven (T).days after. -the bulling, permit is issued. in the obsence of such posted, notice, the kispectlon will not and arfegnspecdQn fee wlfl be charged." l SignatureSlgnature _ r WNER orAGENT C CTOR The foregoing instrument was.adcriowledged before me this The foregolrig Instrument was acknowledged before me this ., _ day of 20 2JA. . by day.of 20 _��, by �. is personally known to `mac Ro is personally known to me or -who has produced �— �� as me or who has produced -- as d A. did talce o th IdenKfkation and who did take an oath idenLficatlon an w o an a NOTARY PUBUG _ NOTARY PUBLI �ti'•__'``' ��}; �'�� r'`�i� r17 �J i• � • gn • •w. a p.'. R �..w Sign: Si . • C9 • • w ARLEMS SR.1# A Print: - 114)1 ? Print: — - =��:� � • � ..� tI1 106 t hW 491/Qi Seal Seat: : u.. ^y ixpirss Aw 6, 2M �°�/ ! �� .� :.� s s t : `' � • 1 % �� ..mi�l�`� ♦�,,.� st..1� �� tws•.,, • . ► . ,.�•� (`y� �� sus++rsv1t1f0�Sj�!!�3tlpflt�muryu'Sf1. rt"Qflit •ssr�►�ssrssia��►s�rasiws�.�e�s�ts��s�s��s��+ret��s�«��ss��st�a�sssa��sswsss«ss�►sssss�►r�t�rsssaMiss,�*v►�►s�iiss+�sssssis Plans Examiner toning APPROVED OY x. , Structural Review Clerk I_ I,asedae/P�902zl s 7S r Lj i N V' Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-10-23-2639 Permit Type: Windows/Shutters Work Classification: Window/Door Replacement Permit Status: Approved Issue Date:12/13/2023 Expiration:06/13/2024 Location Address Parcel Number 108 NW 111TH ST, Miami Shores, FL 33168 1121360030410 Contacts OSCAR JURADO Owner IGE CONSTRUCTION INC Contractor 108 NW 111TH ST, Miami Shores, FL 33168 ELIER GONZALEZ Mobile: 8484669090 OSCAR.ROOFfOP@GMAIL.COM Business: 7866060635 ige1010@aol.com Ins ection Requests: Description: 10 WINDOWS 1 DOOR IMPACT Valuation: $ 7,000.00 Total 5q Feet: 0.00 Fees Amount Application Fee- Other $50.00 CCF $4.20 DBPR Fee $3.60 DCA Fee $2.40 Education Surcharge $2.10 Scanning Fee $18.00 Technology Fee $24.00 Windows/Shutters Fee $190.00 Total: $294.30 Payments Date Paid Amt Paid Total Fees $294.30 Credit Card 12/13/2023 $244.30 Credit Card 10/26/2023 $50.00 Amount Due: $0.00 Building Department Copy 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. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws and zoning. Futhermore, I authorize the above named contractor to do the work stated. �S(�R StRA(k� �3 2 �023 Owner / Applicant / Contractor / Agent Date December 13, 2023 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. � S— � e 23-- 2L 3 � PERMIT APPLICATION Sub Permit No. D BUILDING ® ELECTRIC ® ROOFING D REVISION D EXTENSION D RENEWAL ®PLUMBING n MECHANICAL MCHANGEOF n CANCELLATION n SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 108 NW 111 STMIAMI SHORES, FL 33168 City: Miami Shores County: Miami Dade Zip: 33168 Folio/Parcel# 1-2136-003-0410 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Phone#: Address:108 NW 111 ST CitVlAMl SHORES StatFL Zip: 33168 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: IGE CONSTRUCTION INC phone#: 786 606-0635 Address: 6270 NW 114 ST HIALEAH FL 33012 Email: ige1010@aol.com Qualifier Name:Elier Gonzalez Phone#: 786-606-0635 State Certification or Registration #:CGC1522734 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address• City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: n Addition ® Alteration ® New D Repair/Replace ® Demolition Description of Work: REMOVE OLD WINDOWS AND DOOR AND REPLACE WITH NEW IMPACT WINDOWS AND DOOR IN EXISTING LOCATION Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ DCA Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ P&Z Review $ Bond $ TOTAL FEE NOW DUE $ (Revisedo4/05/2022) 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 low 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 posted notice, the inspection will not be ap ve and a reinspection fee will be charged. , ,, , Signature Signature OWNER or AGENT IONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2 •� day of 2rrr 20 Z 3, by 2� day off ►1� . 20 , by SVQa`�c) �GIfQ�L�lwho is personally known to o is personally known to me or who has produced r LA as me or who has produced as _ identification and -who did take an oath. identification and who did take an oath. _NOTARIUBLIC: _ NOTARY PUBLIC: °°°°yP �` S •RU• ��ii O /2 - p;��12'20?S Sign: AL REZ f/ * Mi iti IV402 = fp Print: • a Com isslon i Hi 17590 a eonded k�� t�``': p4 '••...,.,•..,„• My Comm. Expires Jul 5, 2424 Seal: �i, 9'•9;� Notary `': •• �C�' !� Bonded through National Haury Assn. %ypU6tlC.SSA��°°°°°° `��lll I I111111�\\\ ************************************************************************************************************ APPROVED BY Plans Examiner Zoning Structural Review (Revised04/05/2022) Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 NT � � � T TH OCT 26 2023 10 �1FBC 2UD BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. 08UILDING Ij ELECTRIC 0 ROOFING ® REVISION ® EXTENSION ORENEWAL PLUMBING I3 MECHANICAL ❑ CHANGE OF CANCELLATION 17 SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 3316 F5 Folio/Parcel#: I I ' 21-5S -003 '011 ko Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: X BFE: FIFE: OWNER: Name (Fee Simple City: ' Wayy� k S�Xolt% State: Tenant/Lessee Name: — Email: Ic ►: CONTRACTOR: Company Name: t4I K- T2,4 C>JJAQX' Phone#: Address: Email: Qualifier Name: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Value of Work for this Permit: Type of Work: Addition Description of Work:I� W .0� Square/Linear Footage of Work: 0 Alteration E3New 0 Repair/Replace DwSI N)o s T-Wood 00 Al ) Specify color of /c'�olor thru tile: MIA Submittal Fee $ LJ✓-OD Permit Fee $ CCF $_ Scanning Fee $ DCA Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ P&Z Review $ y4t u66 CLO9C1• _Zip: E3Demolition CO/CC $ Notary Double Fee $ Bond $ (Revised04/05/2022) TOTAL FEE NOW DUE $ o� LALA •3 l7 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 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 apprgKed and a reinspection fee will be charged OWNER or AGENT The foregoing instrument was acknowledged before me this ZOO day of b-c-- 20 ?-3 by 0Scldlr 6c."rw`ho,s personally known to me or who has produced �—�� r �_ �` as identification and who did take an oath. NOTARY PUBLIC: Sign:()�—� Print: `I/ (V t e ✓t✓k �0-0 Seal: %X Sy P&V" VlVienne YaO =��' 'B` : Comm.0222410 '=t ......... ,`�`'= E>pires:Jan.31,2026 'r. Notar public. State of Florida APPROVED BY Signatu CONTRACTOR The foregoing instrument was day of me or who has identification and NOTARY Sign: Print: Seal: Plans Examiner now dged before me this 20 , by who is personally known to as did take an oath. Zoning (Revised04/05/2022) Structural Review Clerk Prepared by: Abbie R. Salt, Esq. Garden Title Corp. 710 NE 126"' Street North Miami, FL 33161 O: (305) 892-8282 File Number: o9582863 Return to: The Anon Law Firm, P.A. Lawyer's Trust Title 7975 NW 155"' Street, Suite A Miami Lake, FL 33016 File Number: 23-119 III OCT 26 2023 CFN: 20230619699 BOOK 33864 PAGE 4653 DATE:09/05/2023 09:04:23 AM DEED DOC 4,230.00 JUAN FERNANDEZ-BARQUIN CLERK OF THE COURT 8 COMPTROLLER MIAMI-DADE COUNTY. FL [Space Above This Line for Recording Data] Warranty Deed This Warranty Deed made this 23'd day of August, 2023 between Julio A. Alvarez, joined by his wife Iris A. Alvarez, and Julio G. Alvarez, a single man, whose post office address is 661 NE 195" Street, Unit 110, Miami, FL 33179, grantors, and Alejandro Leon and Oscar Jurado, a married couple, whose post office address is 108 NW III" Street, Miami Shores, FL 33168, grantees: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts, and trustees.) Witnesseth, that said grantors, for and in consideration of the sum of TEN AND N0/100 DOLLARS ($10.00) and other good and valuable considerations to said grantors in hand paid by said grantees, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantees, and grantees' heirs and assigns forever, the following described land, situate, lying, and being in Miami -Dade County, Florida to -wit: Lot 9, Block 220, of Miami Shores Extension, a Subdivision, according to the Plat thereof, as Recorded in Plat Book 43, at Page 40, of the Public Records of Miami -Dade County, Florida. Parcel Identification Number: 11-2136-003-0410 Also known as: 108 NW III"' Street, Miami Shores, FL 33168 Together with all the tenements, hereditaments, and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantors hereby covenants with said grantees that the grantors are lawfully seized of said land in fee simple; that the grantors have good right and lawful authority to sell and convey said land; that the grantors hereby fully warrant the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to 12/31/2022. CFN: 20230619699 BOOK 33864 PAGE 4654 In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed, and delivered in our presence: 4 WitnUsXF1 Signature as to both Witness No. 1 Print Name Witness No. 2 Signature as to both - aw kA /, aa_ Witness No. 2 Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE iuliok.Alvarez Julio G. Alvarez The foregoing instrument was acknowledged before me by means of physical presence, this 2211 day of August, 2023 by Julio A. Alvarez and Julio G. Alvarez who have produced Florida driver's licenses as identification. CHABELI FORERO * * 0ammissbn # HH 2O7028 Notary Public 'toF�°` DpIresQeomber13,2026 CFN: 20230619699 BOOK 33864 PAGE 4655 SPOUSAL JOINDER In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed, and delivered in our presence: Witn s Signature 950S A, j n-1-0 Witness No. 1 Print Name Wi ess No. 2 Signature Witness No. 2 Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE I! ,. EVA Z� , -- S41 ;;;I The foregoing instrument was acknowledged before me by means of physical presence, this 22" d day of August, 2023 by Iris A. Alvarez who has produced a Florida identification card as identification. CHMELI FORERO * * CommIsslan#HH307028 Notary Public � o to��e Expires DBoembet 13, 2025 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov �MM � � 0 T � OCT 2 6 2023 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). V&A� GA>Z �u 06 Qua ' r/Owner Signature Date Print Name BUILG NI GRE,VrEVV --�` DATB For Forms and Applications click here: http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rev01282021 Windows Doors Shutter Checklist Page 2 of 2 EEC Folio: 11-2136-003-0410 Sub -Division: MIAMI SHORES EXT Property Address 108NW111ST Owner OSCARJURADO ALEJANDROLEON Mailing Address 108 NW 111 ST MIAMI SHORES, FL 33168 9 8 W w BEDROOM tY W w BATHROOM I KITCHEN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING EXISTING TO REMAI TO REMAIN EXISTING TO REMAIN t 4mim III FAMILY ROOM REMAIN 1911mmel :ZSim LIVING ROOM 17 111110 BEDROOM I BEDROOM 1 III 5 EGRESS I EGRESS 1 2 3 1.RW 37X50 DESIGN PSF -53.6 +40.1 NOA 17595.1 MAXIMUM PSF +90 -100 2. RW 53X50 DESIGN PSF -53.6 +40.1 NOA 17595.1 MAXIMUM PSF +90 -100 3. FD 38X80 DESIGN PSF -50.0 +38.2 NOA 29477.1 MAXIMUM PSF +65 -65 GARAGE ' 4. RW 60X50 DESIGN PSF -50.0 +38.2 NOA 17595.1 MAXIMUM PSF +90 -100 5. RW 37X50 DESIGN PSF -53.6 +40.1 NOA 17595.1 MAXIMUM PSF+90 -100 STORAGE 6. RW 37X50 DESIGN PSF -53.6 +40.1 EXISTING TO REMAIJ NOA 17595.1 MAXIMUM PSF +90 -100 EXISTING TO REMAIN D W 0 C 71 F C) Q r G) n c-. F7t 7. FIXED 16X63 DESIGN PSF -53.6 +40.1 NOA 17583.1 MAXIMUM PSF +90 -100 B. RW 26X26 DESIGN PSF -53.6 +40.1 NOA 17595.1 MAXIMUM PSF +90 -100 9. RW 37X50 DESIGN PSF -53.6 +40.1 NOA 17595.1 MAXIMUM PSF +90 -100 10. CASEMENT 36X50 DESIGN PSF-53.6 +40.1 NOA 35387.1 MAXIMUM PSF +80 -80 11. CASEMENT 36X50 DESIGN PSF -53.6 +40.1 NOA 35387.1 MAXIMUM PSF +80 -80 0 0 0 m< m o c� � � 3 � o N O N Cy I� EDITION FLORIDA BUILDING F NOTTO BE USED OR ABLTCHED WRFT'MFV OR'ULTIMATV i EXTERIOR PS - ZONE 4 BRIT DESIGN LIMITING PRESSURES INTERIOR ZONEQ4 PRESSURES ZONQ'JS PRESSURES Mean DESIGN PRESSURES DESIGN PRESSURES fPSFI -ZONES ROOf Td"a ATea 5 F Tribute Area (5 Ft 3 Height 10 20 43A 42-6 30 40.6 40 ht •39. 15 2 30 40 50 )-15ft -53 .O 479 -06.4 45.2 +40.1- +38.2 +37.2 +36. 41.4 +40: +38.2 +37.2 +3&4 +35,9 18ft 45.1 43.3 42.2 - .7 - 0 49.8 -082 47A +41.6 +39.7 +38.6 +37.9 +37.3 �. 18k 423 41.7 d i 441.6 +39.7 +3&6 +37.9 +37.3 20 ft 46.2 44.2 43.1 -57.0 -53.1 -50.9 493 48A +42.6 +40.6 +395 20 ft +38.7 +3&1 0 44A .43.7 O,1 ft +42:6 +40.6 +39.5 +38:7 +38.1 25 ft 48.4 46.4 4S.2 -59.7 -55:7 -533 -51.7 -50A +44.6 +42.6 MLq +40.6 +39:4 LL t 46.1 45A 12 +44.6 +42.6 +41.4 +40.6 +39.9 36 ft -50.3 482 47.0 -62.1 -57.9 -SSA -S3:7 - +46.3 +44.3 +43.0 30 ft +422 +41.5 J -47.6 46.9 Q +46.3 +44.3 +43.0 35 ft -51.9 49.8 48.5 -64" -59.8 -57.3 +47.9 +45.7 +44.5 +43.6 +42.9 > c 35 h 49.0 -08.3 I-- +47.9 ♦45.7 +44.5 _ ft -53A -51.2 49.9 •GS.9 -61.5 -S8.9 T: +49.2 +47.0 +45.7 ft +44.8 +44.2 0 r, -50.2 49.5 Z z +49.2 +47.0 +45.7 -60.4 -58.5 - 45 ft -54S -52.5 -51.1 -67.6 -63.0 +50.5 +48.2 +46.9 +45.9 +45.2 < q5 k tA .513 -50.6 'S +505 +48.2 +46.9 +45.9 +45.2 •56.0 -53,7 -52-3 -69.1 -64A -61.7 -59.8 -58.3 soft +51.6 +49.3 +47.9 p- In soft +47.0 +4&2 O 1 -52.4 -51.6 U g +SL6 +49.3 +47.9 +47.0 +46:2 55 k -57.1 -54.7 -53A -705 -65.9 -63.0 -61.0 -59.5 +52.7 +50.3 +48.9 +47,9 +47.1 0 55 k +52.7 -71.8 +50.3 -67.0 +48:9 -64.1 +47.9 -62:1 +47.1 -60.6 6oft -582 -55.8 -54,3 -53 +53.6 +51.2 +49.8 M8. ® +53.6 +51.2 s49.8 +48.8 +48.0 a- 10% OF LEAST HORIZONTAL DIMENSION'bTY (Iq�S:. _EA ROOF HEIGHT (MRH), WHICHEVER IS SMALLER, Bur ' THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE CORNER ZONE 5IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIREMEA ua ROOF 2 1 . HEIGHT (MRH) 5 I® 1 5 a 1 ELEVATION �1 REMARKS DRWN CNKD [ )i O NIT ISSUE F0 IFS r: 7-r� rlss 000Asrt B n6 FAroeTrr o FAON®8A mlBss. AIm8YlL11DrSE RB'WD.�W WXAFMPNn MRIKUr nMrrulcoT4eaor DAVFFaIOOwnE55. /LDAArXAB. raonu.6.ceorFrRuuPBxarorHstzXT.sNtrtAPE mr rFmurrm No FNNAA'E aM TXRNCArasL HEIGHT EAVE WIND VELOCITY = 175 MPH MRH560' EXPOSURCTC BASED ON Kd = 0.95 MRH MEAN ROOF HEIGHT ENCLOSED STRUCTURE, FLAT TERRAIN WIND VELOCITY IS Vult FOR TABLE USE: COPIES NOT VALID FOR PERM! iE OF THE OPENING AS INTEyO R"ZIDNE4IOR EXTERIOR (BUILDING CORNER, ZONE S) PER THE R INFORMATION dDEDayOU RY'OTI IONABE OPENIN - ro I O TNF,QIORE CRITICAL (EXTERIOR) ZONE S. DING MEAN (AVE st`c HEr M�/E LOWEST GROUND ELEVATION. IF THE MEAN THE TRIBUTARY AREA 0 O , QUE S THE GREATER OF (HEIGHT •WIDTH) OR THE iBGHn • AN EFFECiIV - d_ H GKV! 3). ME AREA BETWEEN STRuC, NLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL UC IE if5h5iRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST FEET) SHALL USED. WS POUND TRIBUTARY AREA GOWN TO THE SMALLERTABIE VALUE. FOR LARGER TRIBUTARY AREAS SHED, ME THE LARGEST PUBLISHED VALUE. 0 Srr3VE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOLL MUNICIPALITY IN ITN CODE. IONS THAT REQUIRE K4.1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF3:18. VENIK.K4 m m O 3 3A?In �ZO1 n-w 8 O ® FLOWp"� 4 \ 4 36 E PLAN VIEW \ ISOMETRIC COMPLEX \ xoo-- CORNERS 5 m cl. ■ 7TH EDITION FLORIDA BUILDING COD 2020 ASCE 7-16, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-16 METHODOLOGY- PER ASCE BE LESS OINC VAUD ONLY FOR: IGE Construction 2 m0DIGITAL 76��Pg c�Ui FOR PERMIT USE WITHIN 14 DAYS OF .T- SEAL o p� PED046549'CA-9885 Digitally signed F$jIyG -i�mp DD m.o Do 9Q�Dn �A€� '".`. �, ^^*,,,,±"' by Frank (ppn F$ Poay9_TP ~ •Bennardo TnG€u, ion ^AM ,.r Date: 2021.01.19 ENGINEERING = ` XPRESS - m N CORPORATE OFFICE: > � E Q 160 SW 12th AVE, SUITE 106 DEERFIELD BEACH, FL 33442 (954) 354-0660 866-396-9999 m -0 q NJ ENGINEERINGEXPRESS.COM 9 Business & Professional Regulation 0 SCIS Home I Log In 1 User Registration Hot Topics ( Submit Surcharge - Stats N Facts 1 Publications Contact Us eCas Site Map ! L,rk, I search f lrldd Approval*Product USER: Public Userr I I ^( Product Agoroval Menu > Product or Application SearCil > Apolimtlon List > Application Detalt FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL17595-R2 Revision Approved L-� APPFiUb`D EMC Windows and Doors, LLC. 455 E. 10th Ave. Hialeah, FL 33010 (305) 283-6280 EMCwinclowscoors@gmall.com Yiping Wang mcy@mcyengineering.com Carlos Perez 455 E. 10th Ave. Hialeah, FL 33010 (305) 283-6280 EMCwindowsdoors@gmall.com Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Yiping Wang PE-55983 National Accreditation and Management Institute 12/31/2023 �Xlaolun Gu ei Validation Checklist - Hardcopy Received FL17595 R2 COI Certificate of independence - SS pdf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/15/2020 Date Validated 12/18/2020 Date Pending FBC Approval 12/29/2020 Date Approved 02/09/2021 Date Revised 09/27/2023 Summary of Products FL # Model, Number or Name Description 17595.1 HR 2100 Aluminum Horizontal HR 2100 Aluminum Horizontal Sliding Window - L.M.I. & Sliding Window S.M.I. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL17SgS R2 IT AD15-14- HR2100- 1 .14. 0 0.1- 55.1ddLPdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Ylping Wang PE #55983 Design Pressure: +90/-100 Created by Independent Third Party: Yes Other: FOR DESIGN LOADS VS. WINDOW SIZES, SEE Evaluation Reports INSTALLATION INSTRUCTIONS. FL17595 R2 AE Evaluation Report FBC 2020-SS.1.jI f Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Slone Road Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AAfEEO employer, SRRyllght 2007-2013 State of Florian.:: Privacy Statement :: A ibillStatemnt :: Refund Statement Under Florida law, email addresses are public records, If you do not want your e-mail address released In response to a publloremrds request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395.'pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with Me licensee. However email addresses am public record. If you do not wish he supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, RS., please click bete. product Approval Accepts: ®®IR Credit Card Safe 12781 Miramar Pkwy. Ste. 301 MCY ENGINEERING, INC. Mir marP 305 7 33027 GLAZING C()NS'ULTANT PRODUCT APPROVAL EVALUATION REPORT Product Manufacturer. Product Name/Model & Description: EMC Windows and Doors, LLC. Series HR2100 Aluminum Horizontal Rolling 1356 W. 76th Street Window Hialeah, FL 33014 Aluminum Horizontal Rolling Window (LMl & SM1) Scope: This product has been evaluated by the below -signed Florida Professional Engineer for compliance with the Code noted herein and is, for the purpose intended, at least equivalent to that required by the Code, in accordance with section 553.842 F.S. & chapter 61G20-3.005 F.A.C. Re-evaluation of this product shall be required following applicable Code modifications or revisions. Code: 71h Edition Florida Building Code (2020), inclusive of all Supplements effective as of this report date. Compliance Method: 61G20-3.005 (1)(d) — Evaluation Report from a licensed Professional Engineer Product Description: Product Approval Drawing #AD15-14, prepared by MCY Engineering, signed and sealed by Yiping Wang, P.E., is an integral part of this Evaluation Report. Limitations & Conditions of Use: • This product has been evaluated for use inside and outside the HVHZ (High Velocity Hurricane Zone) • Impact Resistance: Large Missile and Small Missile Impact • Refer to Product Approval Drawing noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Other load limitations applicable to the product, if any. o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to the structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. iii MCY ENGINEERING, INC. GLAZING (.'ON' ULTANT 12781 Miramar Pkwy. Ste. 301 Miramar, FL. 33027 P: 305 271-0117 Mandatory Tests (Tested in accordance with AAMA 501) Test Lab Report Number Test Report Date Test Standard & Description Hurricane Engineering HETI-09-2527B, 04/21/2010 ASTM E283-04 (air infiltration) & Testing Inc. (HETI) — signed and sealed by TAS 201-94 (large missile impact test) Doral, FL Candido F. Font, P.E. TAS 203-94 (cyclic wind pressure loading) Hurricane Engineering HETI-09-2514A, 04/21/2010 TAS 202-94 (forced entry test, uniform & Testing Inc. (HETI) — signed and sealed by static test) Doral, FL Candido F. Font, P.F. ASTM E283-04 (air infiltration) ASTM E330-02 (structural performance) ASTM E331-00 (water penetration) AAMA 1302.5-76 & AAMA 1303.5-76 (forced entry) Hurricane Engineering HETI-09-2670, 04/21/2010 TAS 202-94 (forced entry test, uniform & Testing Inc. (HETI) — HETI-09-2529A, static test) Doral, FL signed and sealed by ASTM E330-02 (structural performance) Candido F. Font, P.E. Hurricane Engineering HETI-09-2528, 04/21/2010 TAS 201-94 (large missile impact test) & Testing Inc. (HETI) — HETI-09-2514B, TAS 203-94 (cyclic wind pressure Doral, FL HETI-09-2671, loading) HETI-09-2672, HETI-09-2674, HETI-09-2529B, signed and sealed by Candido F Font, P.E. Engineering Analysis: The following engineering analyses and/or calculations have been performed: • No comparative analysis has been performed for conditions other than those tested. • No rational analysis has been performed. • Anchor calculations are based on manufacturer's published anchor capacity, anchor Notice of Acceptance by Miami Dade County, or ASTM TIR A9-91. • No increase in allowable stress has been used in the evaluation of this product. December 15th , 2020 ONE ANCHOR AT 111" MAX. / CENTER PER PANEL WINDOW WIDTH 3 112 M . TYR 7" 15" MAX. / HEAD/S LL CORNERS �� T HEAD/SILL1 �©� ...._........ ........ .......-...„........._...._._ A c s......._..._..........,............................... ! i 'u �$ J W (O F- o U E� 31 5/8" 33 1/2" 31 5/8' D.L O. (VENT} D.L.O. (FIX. LITE) D.L.O. (VENT) 36 3/4' 36 314" VENTWIDTH VENT WIDTH TYPICAL ELEVATIONS TESTED XOX 3, 3) E ANCPhIOR AT 53 1 /8" R R ANEL FRAME WIDT 3 1/2 . TYR " 9 3/4"MAX HEADS ORNERS =—t AT H ILL I I A � F I i i F � (L > " w co trf co to q °5=3o cD O i X- ie L z 17 X>W 1-71 23" 211/4" D.L.O.IFIX.LITE) D.L.O.(VENT) 26 318" VENT WIDTH TYPICAL ELEVATIONS TESTED (OX,XO) THESE WINDOWS ARE RATED FOR LARGE l MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. I VENT WIDTH VENTWIDTH TYPICAL ELEVATIONS TESTED XOX e4, 2, a) HR 2100 ALUMINUM HORIZONTAL ROLLING WINDOW THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 7TH EDITION 2020 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). > U g HORIZONTAL SLIDING WINDOW RATED FOR LARGE AND SMALL MISSILE IMPACT AND DOES NOT REQUIRE SHUTTERS. w"rA�RorurE t7 � z ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-16, MULTIPLY BY 0.6 SHALL BE LESS THAN OR p o a ren..croaEa s. T,.Fi E,C►+ET)1G 7 EQUAL TO DESIGN LOAD IN THIS DOCUMENT. MFR dA,pV,tAD. *rV Dt Q a R OA4Af TCNA6DE 6KLFC 'ADSCI ""u.rA(RE 71+E 617E f2MOit]MT OEVN1E i11g1iK FED. 7 Z � LL DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS S2. E` au,rRa, F1q,KRE6TtFdOtEw" 0 a c TK Q[C1C•A KI'LW.1F if0 MSTN{AMN a tw FROMCT BASED W Iy uj WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. c ..Fx+facTAt<Oc+nc = G ~ = a 1. C. r47 nwwcr ayA "AT bn ooewm? Z VA "E CO"trz"or l,raAb r .imm ANCHORS SHALL BE LISTED. SPACED AS SHOWN IN DETAILS, ANCHORS EMBEDMENT TO BASE "TA"T � cm MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. o- ms"c"`C"*xcT3*W7 FREi"RED n A RORDA r44MTOTm v ENOWER OR M04TM 0":H1"M ry W OEWMETEEN mmaFREom R ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS X m" Fm nn FRNEOT ATo.W,owu APPROVAL. "P&ZL rp,nEFRaEROSEa ,vE` E- flW%F.EA. V. t=-A N¢DATE 00 DAtA $&A&AM0 so,w,ucof THE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY,"+,°rF` enK � FL �17595 MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 7TH EDITION 2020 �.�. DAN e3-0"-15 FLORIDA BUILDING CODE SECTION AS APPLICABLE. =R�L WAM AS NOTED APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF HR-HR OR HORIZONTAL 't A , � DRAWN ♦R ROLLING WINDOW WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING , t PROM" Is -us, FLORIDA APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR �� •.r �ItiQ..��0� oRAFac Iro. MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM �iyi y O AD15-14 De :embor 16th , 2020 s1iEET sl DESIGN LOAD CAPACITY - PSF (XO & OX) GLASS TYPE A GLASS TYPE B WIDTH WIDTH 26 1/2" 37" 53 1/8" 63" 74" rHEIGHT 26 1/2" 37" 53 118" 63" 74" HEIGHT +90 +90 261. +65 +65 +65 +65 +65 26" +90 +90 +90 -100 -100 -100 -100 -100 -75 -75 -75 -75 -75 38-3/8" +90 +90 +90 +90 +90 38-318 +65 +65 +65 +65 +65 -100 -100 -100 -100 -100 -75 -75 -75 -75 -75 50-5/8" +90 +90 +90 +90 +90 50-5/8" +65 +65 +65 +65 +65 -100 -100 -100 -100 -92.8 -75 -75 -75 -75 -75 63' +65 +65 +65 + 5 +65 63„ +65 +65 +65 +65 +65 -75 -75 -75 -75 -71.5 -75 -75 -75 -75 -73.5 741/4" +65 +65 +65 >< >< 741/4" +65 +65 +65 -75 -75 -75 .75 -75 -75 76 " +65 +65 +65 L�< 76 " +65 +65 +65 -75 -75 -76 -75 -76 -75 DESIGN LOAD CAPACITY - PSF (XOX 1/3-1/3-1/3) GLASS TYPE "A" GLASS TYPE "B" WIDTH WIDTH 531/8" 63" 74" 94 1/2" 111" 53 118" 63" 74" 941/2" 111" HEIGHT HEIGHT 26" +90 +90 +90 +90 +90 26" +90 +90 +90 +65 +65 -100 -100 -100 -100 -100 _100 _100 _100 -75 -75 38-3/8" +90 +90 +90 +90 +90 38-318" +90 +90 +90 +65 +65 -100 -100 -100 -100 -100 -100 -100 -100 1 -75 -75 50-5/8" +90 +90 +90 +90 +90 50-518" +90 +90 +90 +65 +65 -100 -100 -100 -100 -100 -100 -100 -100 -75 75 63° +65 +65 +65 +65 +65 " +65 +65 +65 +66 +65 -75 -75 -76 -76 -75 -75 -75 -75 -75 -74.1 DESIGN LOAD CAPACITY - PSF (XOX 1/4-1/2-1/4) GLASS TYPE "A" GLASS TYPE "B" WIDTH WIDTH 53 1/8" 63" 74" 94 1/2" 111" 53 118" 63" 74" 94 1/2' 111" HEIGHT HEIGHT 26' +90 +90 +90 +90 +90 26° +65 +65 +65 +65 +65 -100 -100 -100 -100 -100 _75 -75 -75 -75 75 _ " +90 +90 +90 +90 +85.5 38-3/8 " +65 +65 +65 +65 +65 -100 -100 -100 -100 -85.5 -75 -75 -75 -75 -75 50-518" +90 +90 +90 +90 +69.7 5D-5J8" +63.6 +63.6 +63.6 +63.6 +65 -100 -100 -100 -100 -69.7 -75 -75 -75 -75 -71.8 " +65 +65 +65 +65 +56 63 +63.6 +63.6 +63.6 +63.6 +57.7 -75 -75 -75 -75 -56 -63.6 -63.6 -63.6 -63.6 -57.7 ANNEAL GLASS i GLASSLAM SAFETY S II RESIN ANNEAL GLASS DOWSIL 995 BACK SILICONE GLASS TYPE "A" 5/16" OVERALL LAMINATED GLASS i IVRI`{CML VY1JJ " TEMP. GLASS FOR USE I SMALL MISSILE AREA) r AIR SPACE 0' GLASSLAM SAFETY US II RESIN ANNEAL GLASS DOWSIL 995 BACK SILICONE GLASS TYPE "B" 13/16" OVERALL INSULATED LAMINATED GLASS NOTE: GLASS CAPACITIES N THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) a° 14 a \ d � a O a o2o 1W v a go CONCRETE 1 BY WOOD BUCK u TYP. ANCHORS SEE ELEV. FOR SPACING ADETAIL AT X PANEL EXTERIOR TYP. ANCHORS SEE ELEV. FOR / SPACING .- w, 2 1 BY WOOD BUCK c ° w CONCRETE v a WIN. c EDGE WSr. DETAIL B AT X PANEL a° d d o o tY d a a CONCRETE 1 BY WOOD BUCK 1.� 0 12 43 TYP.ANCHORS , SEE ELEV. FOR �w SPACING CDETAIL AT O PANEL TYP. ANCHORS SEE ELEV. FOR SPACING Q- - w1 42 a a Z o CONCRETE • w ° ° ° d a d ° 0 J p • • � 4 d EDGEDST. (P)AT DETAIL O PANEL 0 V, s m a FL #17595 0 December 16th , 2020 SHEITr Ss ° VENTYOUTH ° 40 13 7 17 8 13 40 1w M SHIM D.L.O. t • SHLR° N TYP. ANCHORS APPLICABLE TO ' TYP.ANCHORS FRAME > 50 5/8' _ ° a APPLICABLE TO � FRAME > 50 W ONLY SEE ELEV. - BAI • ONLY SEE ELEV. FOR SPACING FOR SPACING c F% 6 W ° S as o r` G MET EXTERIOR (1 a e STRU TURE 9 9 21 4 8 9 14 21 2 JAMB D L0 INTERLOCK X JAMB 2 _ a U MASONRY i 7 cg WINDOW WIDTH Z o H DETAIL DETAIL r-+ DETAIL Z � q V w_"' G > o a q ma VENT WIDTH VENT WIDTH ° a 13 8 17 7 7 17 8 13 1B' SNIA D.L.O. 1 ' . SHIK-0 TYP.ANCHORS / ° 773 ° APPLICABLE TO , ° ° TYP, ANCHORS U FRAME > 50 SJS° APPLICABLE TO I J ONLY SEE ELEV, MIN FRAME > 50 5/8° uj m FOR SPACING ANT ONLY SEE ELEV. i I a FOR SPACING S ` 0 c \ °+ w z Q oLL$ .- - _ a? 3 W w J I EXTERIORPROVED 'J ° Z Z �MUL ION J 40 21 14 �9 �9 4 21 D.L.o• 21 4 9 9 14 21 40 ' 7d� 3 N SEPUARATE X JAMB INTERLOCK INTERLOCK X JAMB CONCRETE OR $ g APPROVAL) MASONRY = W a WINDOW WIDTH DETAIL ( DETAIL DETAIL �['0ETAIL E OPP. ` OPP. FL /{17595 } a�unx •tc -�"�. 1r DIt�11W0 NO. 8 4o° it �•s AD15-14 December 16th , 2020 SiTEET S4 TYPICAL. ANCHORS: SEE ELEV. FOR SPACING TYPE 'A' - 1/4" ULTRACON BY 'ELCO' Fu Z177 siFy = 155 Ksi • Y WOOD BUCKS UK WUU 1-1/2" MIN. PENETRATION INTO WOOD • THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY TYPE'B' - 1/4" TEKS OR SELFORILLING SCREWS (GRADE 5 CRS) Fu = 120 Ksi • INTO METAL STRUCTURES STEEL :16 GA THK. MIN (Fy = 36KSI MIN.) ALUMINUM: 1/8" THK. MIN. (6063 TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE'C' - #14 SMS OR SELF DRILLING SCREWS INTO MIAMI-DADE COUNTY APPROVED MULLIONS. 0.090" THK MIN. (NO SHIM SPACE) WEEP HOLES W1 = 3/8' X 1 1/2" WEEP HOLES AT 8' FROM EACH END (2) PER PANEL. SEALANT ALL FRAME AND VENT CORNERS AND INSTALLATIONS SIZES SEALED WITH SILICONE. MASONRY ASTM C90 GROUT FILLED CONCRETE BLOCK ASTM C90 HOLLOW CONCRETE BLOCK CONCRETE FC= 3,000 PSI MIN. ANCHOR MIN. EDGE DISTANCES • INTO CONCRETE AND MASONRY = 13/4" MIN. • INTO WOOD STRUCTURE = 1" MIN. • INTO METAL STRUCURE = 3/4" MIN. Fy = 92 Ksi m FRAME TOP CORNER FRAME BOTTOM CORNER • K't �#8-1" PH SMS #8-1" PH SMS #8-1" PH SMS lit i r VENT TOP/BOTTOM CORNER 3.170" 1.244"g 707 1.001 " O c 0.075" = N o .616 r m M c 0 r> E110 O GLAZING CHANNEL (, v LOCK EXTRUSION 3.17D" 1� 65� n O E1cl 06 s VENT kEAD/SILL 1.244" _ � o � O E112 GLAZING LEG OE113 11 FRAME SILL 3.175' 1.993' _ o � N O � 2.435" 0.062" 1.244"ni !E115 FRAME HEAD OE107 VENT JAMB 3.237' � 1244" o.osr _ L00132- (Coo 0 1.993"E116 13FRAME JAMB E104 �FRAME WTERIocK E121 36 GIAZWG CkANNEI 1.554"1.115"�1.250" ��i, 0.062"pN1.244" � N E128 4Q ANCHOR CLIP JAMB E124 41} SILL COVER 1.621• 2.506" o "—.--� o 1t--11� 14 E117 VENT LOCK JAMB E128A 42 ANCHOR CLIP SILL Et288 43 ANCHOR CUP H BILL OF MATERIALS ITEM # PART # DESCRIPTION QTY. MATERIAL TYPE MANF.1 SUPPLIER / REMARKS 4 E104 ALUM. FRAME INTERLOCK AS READ. 6063-"f6 EMC WINDOWS AND DOORS. LLC. 6 Et06 ALUM. VENT HEAD/SILL 2 PER. PANEL 6083-T8 EMC WINDOWS AND DOORS, I.I.C. 7 Et07 ALUM. VENT JAMB 1 PER. MOVING PANEL 6p63-T8 EMC WINDOWS AND DOORS, LLC. 8 Et08 ALUM. LOCK EXTRUSION 2 PER. MOVING PANEL 6063-T6 EMC WINDOWS AND DOORS, LLC. 9 E110 ALUM. GLAZING CHANNEL 4 PER. PANEL 6063-T6 EMC WINDOWS AND DOORS, LLC. 10 E112 ALUM. ROLLING GLAZING LEG 1 PER. FRAME 6063-T8 EMC WINDOWS AND DOORS. LLC. 11 E113 ALUM. ROLLING STANDARD FRAME SDI. 1 PER. FRAME 6063-T6 EMC WINDOWS AND DOORS, LLC. 12 E715 ALUM. ROLLING FRAME HEAD 1 PER. FRAME 6063-TB EMC WINDOWS AND DOORS, LLC. 13 E116 ALUM. ROLLING FRAME JAMB 2 PER. FRAME 6063-T6 EA4C WINDOWS AND ODORS, LLC. 14 E117 ALUM. ROLLING VENT LOCK JAMB 1 PER. MOVING PANEL 606'i-TB EMC WINDOWS AND DOORS, LLC. t6 SEAl01-1 OOWSIL 995 BACK SILICONE AS REQD. SILICONE DOWSU. 17 H0001 LOCK SPRING AS REQD. STEEL EMC WINDOWS AND ODORS, LLC. ZO W0019 .125 X .26 GLAZING TAPE, 2 SIDED AS REQD. TAPE FRANK LOWED 21 V0020 E708 VINYL BULB, FRAME AS REQD. VINYL FENESTRATION GLASS PRODUCTS 22 V0021 E202 VINYL BULB. GLAZING STOP AS READ. VINYL FENESTRATION GLASS PRODUCTS 23 W0023 WOOL PILE, FRAME AS READ. WOOL ULTRA FAD 25 H0104 SLIDER WHEEL ASSEMBLY A3 REQD. - EMC WINDOWS AND DOORS. LLC. 26 H010S WEEP COVER A3 REQD. PLASTIC EMC WINDOWS AND DOORS, LLC. 36 E121 ALUM. INSULATED GLAZING CHANNEL AS READ. 6060-T8 EMC WINDOWS AND DOORS, LLC. 39 # 8 X 1 FRAME ASSEMBLY SCREWS A9 REQD. 5TlST VARIES 4p E128 ALUM. ANCHOR CLIP 1116' THICK 3' LONG 1 PER. ANCHOR 6083-TB EMC WINDOWS AND DOORS, LLC. 41 Et24 SILL COVER 1 PER. FRAME 8083-T8 EMC WINDOWS AND DOORS, LLC. 42 E128A ALUM. ANCHOR CLIP 1116' THICK 3' LONG 1 PER. ANCHOR 6083-T8 EMC WINDOWS AND DOORS. LLC. 43 E1286 ALUM. ANCHOR CLIP 1116' THICK 3' LONG 1 PER. ANCHOR 6063-T8 EMC WINDOWS AND DOORS, LLC. � - CRL GRAY EDGETECH SUPER SPACER -GLASS SPACER AS REQD. SILICONE FOAM C.R. LAURENCfl CO_ INC. z a a� �e &. y d p G a N o_ Z e m q 6 .t`. R 00 2N M w i (� Z a 2� _ 7 W z0 rn o z U t� Ivy Q J4 N Ci Z z 0. u m aV a } d a a L) S � �a U I� z O o O Q onjn j 9 3 w z G z 8 U w FL /�17595 yt� 'Ii $� =r # care oa-es-is � mum ♦e �►�/' + �► IS-os4 rau.oro Ko. �8eioa�°'�s AD15-14 j'�4Ufif1�� Deoe.b., 16Ih , 2020 sHEFT So IIII �� Business 4 Professional Regulation BOS Home I Log to I User Registration I Hot Topics Submit Surcharge Stars N Facts I Publications contact Us I BQS Site Map I Lin" I Search F� d� r Product Approval USER: Public User Y,�cxn�.:.yer- sr w+'=aa,� Protluct Approval Menu > Pratluct or Annlicatlon Search > Application List > Application Detail FL # FL17583-R2 - - - Application Type Revision-^-=i'iJc Y�. �_r'::'6� Code Version 2020 Application Status Approved F,FFRUVrD PJ TE Comments Archived Product Manufacturer EMC Windows and Doors, LLC. Address/Phone/Email 455 E. 10th Ave. Hialeah, FL 33010 (305) 283-6280 EMCwlndowsdoom@gmall.com Authorized Signature Yiping Wang mcy@mcyengineering.com Technical Representative Carlos Perez Address/Phone/Email 455 E. 10th Ave. Hialeah, FL 33010 (305) 283-6280 EMCwlndowsdoors@gma(l.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .. Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Yiping Wang the Evaluation Report Florida License PE-55983 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2023 Validated By laojun Gu ® Validation Checklist - Hardcopy Received Certificate of Independence FL17583 R2 COI Certificate of Independence- SS .p f Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Year 1994 1994 1994 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/17/2020 Date Validated 01/05/2021 Date Pending FBC Approval 01/06/2021 Date Approved 02/09/2021 Date Revised 09/27/2023 Summary of Products FL # Model, Number or Name Description 17583. FX2100 Aluminum Fixed Window FX2100 Aluminum Fixed Window - L.M.I. & S.M.I. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17583 R2 II AD15-13- FX 2100-SS.pa Approved for use outside HVHZ: Yes Verified By: Ylping Wang PE *55983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +90/-100 Evaluation Reports Other: FL17583 R2 AE Evaluation RepQrl 55.odf Created by Independent Third Party: Yes eack nest Concert Ua :: 2601 Blair Stone Road Tallahassee F1 32399 Phone: 650-487,1824 The State of Florida is an ANEED employer. Sggydget 2007-2013 State of Florida :: Pdeacy 4tatement :: Ar =siblllltty Statement :: Refund Statement Under Florida law, email addresses are pudic records. If you do not want your e-mail address released in response to a public-remrds request, do not send electronic mail to this entity. Instead, contact the of ice by phone or by traditional mall. If you have any questions, please contact 850.487.1395.'Pursuant to Ssetion 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The cmalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the pudic. To determine if you are a licensee under Chapter 455, F.S., please click ll . Product Approval Accepts: ZINFOERE Credit Card Safe 12781 Miramar Pkwy. Ste. 301 Miramar, FL. 33027 MCY ENGINEERING, INC. P: 305 271-0117 GLAZING C'ONSULTAN'T PRODUCT APPROVAL EVALUATION REPORT Product Manufacturer: Product Name/Model & Description: EMC Windows and Doors, LLC. Series FX2100 Aluminum Fixed Window 455 E. 101h Avenue Aluminum Fixed Window (LM! & SM!) Hialeah, FL 33010 Scope: This product has been evaluated by the below -signed Florida Professional Engineer for compliance with the Code noted herein and is, for the purpose intended, at least equivalent to that required by the Code, in accordance with section 553.842 F.S. & chapter 61G20-3.005 F.A.C. Re-evaluation of this product shall be required following applicable Code modifications or revisions. Code: 71h Edition Florida Building Code (2020), inclusive of all Supplements effective as of this report date. Compliance Method: 61G20-3.005 (1)(d) — Evaluation Report from a licensed Professional Engineer Product Description: Product Approval Drawing #AD15-13, prepared by MCY Engineering, signed and sealed by Yiping Wang, P.E., is an integral part of this Evaluation Report. Limitations & Conditions of Use: • This product has been evaluated for use inside and outside the HVHZ (High Velocity Hurricane Zone) • Impact Resistance: Large Missile and Small Missile Impact • Refer to Product Approval Drawing noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Other load limitations applicable to the product, if any. o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to the structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. MCY ENGINEERING, INC. GLAZING CONSULTANT 12781 Miramar Pkwy. Ste. 301 Miramar, FL. 33027 P: 305 271-0117 Mandatory Tests (Tested in accordance with AAMA 501) Test Lab Report Number Test Report Date Test Standard & Description Hurricane Engineering HETI-09-2515A, 07/01/2009 TAS 202-94 (uniform static test) & Testing Inc. (HETI) — HETI-09-2513A & ASTM E283-04 (air infiltration) Doral, FL HETI-09-2555, ASTM E331-00 (water penetration) signed and sealed by ASTM E330-02 (structural performance) Candido F. Font, P.E. Hurricane Engineering HETI-09-2556A, 07/01/2009 TAS 202-94 (uniform static test) & Testing Inc. (HETI) — signed and sealed by ASTM E330-02 (structural performance) Doral, FL Candido F. Font, P.E. Hurricane Engineering HETI-09-2515B, 07/01/2009 TAS 201-94 (large missile impact test) & Testing Inc. (HETI) — HETI-09-2513B, TAS 203-94 (cyclic wind pressure Doral, FL HETI-09-2556B & loading) HETI-09-2526, ASTM E1886-02 (large missile impact signed and sealed by test) Candido F. Font, P.E. ASTM E1996-02 (cyclic load test) Hurricane Engineering HETI-09-2554, 03/21/2010 TAS 201-94 (large missile impact test) & Testing Inc. (HETI) — signed and sealed by TAS 203-94 (cyclic wind pressure Doral, FL Candido F. Font, P.F. loading) ASTM E1886-02 (large missile impact test) ASTM E1996-02 (cyclic load test) Engineering Analysis: The following engineering analyses and/or calculations have been performed: • No comparative analysis has been performed for conditions other than those tested. • No rational analysis has been performed. • Anchor calculations are based on manufacturer's published anchor capacity, anchor Notice of Acceptance by Miami Dade County, or ASTM TIR A9-91. • No increase in allowable stress has been used in the evaluation of this product. December 16th , 2020 FX 2100 ALUMINUM FIXED WINDOW THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 7TH EDITION (2020) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). GLASS CAPACITY BASED ON ASTM E13DD-09 (3 SEC. GUSTS). A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE LISTED, SPACED AS SHOWN IN DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. MATERIAL: ALL ALUMINUM EXTRUSION TO BE 6063 T6 ALLOY. SEALANT: -ALL FRAME PERIMETER CAULKING USING DOWSIL 995 - JOINT AND SEAM TO BE SEALED WITH DOWSIL 995 MATERIALS INCLUDING BUT NOT LIMITED TO STEELIMETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 7TH EDITION (2020) FLORIDA BUILDING CODE. ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 746, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO DESIGN LOAD IN THIS DOCUMENT. HEAD a SILL HEAD al SILL TYp. TYP. TYPICAL ELEVATION (WITHOUT JAMB ANCHORS) FIXED WINDOW WITHOUT JAMB ANCHORS FOR WINDOW SIZE 531/8" X 50 5/8" OR SMALLER WNDHO JAMB ANCHOR MAX. DESIGN LOAD *70 PSF. a FRAME WIDTH FRAME WIDTH APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF F.X./F.X. OR FIXED WINDOW WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FLORIDA APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 53 1/8" Max. WINDOW WIDTH 491 /2" Max. o.t.o. X. 15" a HFA_D a SILL STE- All o o / �'a 20) ado $ Z ►- W� c / zo Zz io V TYPICAL ELEVATION (vm-H.Iw8mcHORS) N FD(ED WINDOW WITH JAMB ANCHORS FOR DESIGN LOAD SEE CHART ON SHEET 2 OF 5. D.L.O. WIDTH = WINDOW WIDTH - 3.690" D.L.O. LENGTH = WINDOW LENGTH - 3,690" a TM PRODUCT EVAL"UN DxWf"i r,E.be rREPAREO NV Mmr1ICMFFo b mam ANO Oo" NOT "o"m IWCI"AATl:R FOR A SRE fi4c►C MM v U.MEXE T"E We ► nEfXLECMTD U RFEI•D IOM NO TOIi Mril ICAO 11R POWA"p CN notp [oo 1"6r1ATgm1 aARCO all TNwPgoDUCT FYll,UATbN Pi6]YOED K/Ai OOSS"OT DEA1.Tf iROM "{ OOCUMSNT. DaNFulED D"T"N OAMT. C. T"b PRODUCTCMWATVW D7Cl"E"r odu K cDNSbv= H.Kb i AITFNSO NT AI" WARS. D. shl w1c►t PROJ[crs ft I CC PMP. Rm N+ . Ficnb%'cccr[PFo ENOb4R0RAACKWM "t>-R4 sEGOS TIE ENCRE" or PEoO"D 11AXP4 rUR TIE PMAC T MG "IV Rsl K MPONSO E FOR THE FROrM ORE OF TIE►ED. E• T"b PE m $" . WN T"P rATF A"a :5 U _ J J 9 Ix I J � c N A z p o 8a in Z aLL`3 Q Q= � 7 (/1 n U! w J? O v _ [7 G z t�y O N W `Y Fn a FL �}17583 1iQ< (�983 Dm aE-ae c N. jJ86 0= d pap �• t G �JU nsna .e ,�'� raoacr Fo-oa L �� fi•.y � tS�1�i�N�� puap w AD16-13 January 051h, 2021 1 OF 5 FIXED WINDOW WITH JAMB ANCHORS DESIGN LOAD CAPACITY -PSF WINDOW DIMS. GLASS TYPE "A" GLASS TYPE'B" WIDTH (W) LENGTH (L) EXT. (+) MT. (•) EXT. (+) INT. (-) 26" 19 w 90.00 100.00 70.00 85.00 26112' 9040 100.00 7040 86.00 37" 90.00 100A0 TOAD 85.00 53118" 90.00 100.00 70.00 85.00' 383r8" 19118" 90.00 100.00 70A0 85.00 2611T 90.00 10020 T0.00 85.00 37' 90.00 100.00 TOM 85.00 53118' 90A0 10040 70.00 85.00 50-SIB' 19118" 90.00 100.00 TOM 86.00 26112' 90D0 100.00 TOAD 85.00 37" 90.00 10040 mm 85.00 53118' 73.60 89.20 70.00 86.00 63' 19118" 90.00 100.00 70.00 $6.00 26112" 90A0 70.00 85M 37' 90.00 100.00 T0.00 85.00 63118' 7040 85A0 70.00 71.60 78" 19118' 90.00 WOOD T0.00 asks 261/2" 90.00 100.00 70.00 85.00 3r 90.00 98.60 70.00 73.00 53118" T0A0 75.10 60.20 60.20 3/16" ANNEAL GLASS .090" GLASSLAM SAFETY PLUS II BY GLASSLAM 3/16" ANNEAL GLASS DOWSIL 995 BACK SILICONE EXT. GLASS TYPE "A" 7/16" OVERALL LAMINATED GLASS EXT. NOTE: WIDTH AND LENGHT DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE 3/16" TEMP GLASS 3/8" AIR SPACE ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING 1/8" ANNEAL GLASS PICTURE WINDOW SHAPE WITHIN SQUARE OR .090" GLASSLAM SAFETY RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING PLUS II BY GLASSLAM ALLOWABLE LOADS FROM CHART. 1/8" ANNEAL GLASS DOWSIL 995 BACK SILICONE GLASS TYPE "B" 7/8" OVERALL INSULATED LAMINATED GLASS wo- V iLUIaC u..I . a 4 a a a JL4 ° DOWSIL 995 SILICONE � 4 ALL AROUND w CO�ICRET� PERIMETER (TYP.) I 1 BY WOOD BUCK fr 1/4" SHIM MAX. w O_ O: W xH W TYP. ANCHORS SEE ELEV. FOR SPACING TYP. ANCHORS SEE ELEV. FOR SPACING 1/4" SHIM MAX. 1 BY WOOD BUCK c i � • ° � oa UJ . a wdo METAL STRUCTURE 1/4" SHIM MAX. A MAX. TYPICAL ANCHORS: (SEE ELEV. FOR SPACING) TYPE'A' - 1J4" ULTRACONt BY'DEWALT' (FU = 164 KSI, Fy = 14e KSI) • 1-1/2' MIN. PENETRATION INTO WOOD • THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE'e' - 1/4" TEKS OR SELFDRILLING SCREWS (GRADE S CRS) INTO METAL STRUCTURES TYPE'C' - #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • INTO FLORIDA STATE APPROVED MULLIONS • STEEL : 16 GA THK MIN (Fy = 36KSI MIN.) • ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) MASONRY • ASTM C90 GROUT FILLED CONCRETE BLOCK • ASTM CSO HOLLOW CONCRETE BLOCK CONCRETE . Pt= 3,000 PSI MIN. ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. ALL ANCHOR OPTIONS CAN APPLY TO HEAD, SILL AND JAMB ANCHORS. Vw x • � � yg 6 R °4 ° TYP. ANCHORS SEE ELEV. FOR 12 SPACING Li $ 114' SHIM MAX. 114" SHIM MAX. a TYP. ANCHORS 1 /4"SHIM MAX. SEE ELEV. FOR MIN' SPACING 0 D. li 6 EMBED. METAL STRUCTURE01) o E 2 BY O 1 BY W OD t6 u WO D STRUCTUR ° w TYP. ANCHORS o z d o SEE ELEV. FOR w e CONtRE°TE OR W SPACING W 2 4 4 2 MASONRY z g 0 1.645' D1.0. 1.845' p N v z C WINDOW WIDTH D 'u EXTERIOR 2 dL d U SEE SEPARATE i FLORIDA APPROVED TYP. ANCHORS c vi MULLION SEE ELEV. FOR z o p 8 SPACING a a x ao ui Z O W `9Y' to h W �. a"••••»•4 'i FL �17583 f�83 L nus os-oa-n WINDOW WIDTH WINDOW WIDTH * JIN. JOS EAU m � =Alm .� in E hp�8ulps��,��i� AD15-13 January 05th, 2021 4 OF 5 0.062• 0 1.175" Q1 E121 3.088" s N 0 O p1 C O co co .- ee en co c;l F 1.182' 1.782" O E1 FRAME JAM 3.088" s N <p O 3O E 3 FRAME HEAD/SILL U06.2' 0 616 O E110 GLAZING CHANNEL 1.115" M 0 0.3" O E118 ANCHOR CLIP 1.720" M c9 0 0,CV3" © E119 ANCHOR CLIP BILL OF MATERIALS ITEM # QTY. PROFILE _T DESCRIPTION MATERIAL MANUFACTURER/REMARKS 1 AS READ. E121 ALUM. INSULATED GLAZING CHANNEL ALUM. 6063-T6 EMC WINDOWS & DOORS. LLC. 2 2 E102 FRAME JAMB, PC WHITE ALUM. 6063-T6 EMC WINDOWS & DOORS, LLC. 3 2 E103 FRAME HEAD/ SILL, PCWHITE ALUM.6063-T6 EMC WINDOWS & DOORS, LLC. 4 4 E110 GLAZING CHANNEL, PC WHITE ALUM. 6063-TS EMC WINDOWS & DOORS. LLC. 6 AS REOD. El IS ANCHOR CLIP 16 GA ALUM. 6063-T6 EMC WINDOWS & DOORS, LLC. 6 AS REOD. E119 ANCHOR CLIP 16 GA ALUM. 6063-T6 EMC WINDOWS & DOORS, LLC. 7 AS READ. V0021 E202 VINYL BULB, GLAZING STOP VINYL FENESTRATION GLASS PRODUCTS 8 AS REOD. W0019 .125 X .25 GLAZNG TAPE, 2 SIDED TAPE FRANK LOWED 9 AS REOD. SEAL01-1 DOWSIL 995 BACK SILICONE SILICONE DOWSIL 10 AS REOD. o 8 X 1 FRAME ASSEMBLY SCREWS STEEL SPH SHEET METAL SCREW 11 AS READ. _ CRL GRAY EDGETECH SUPER SPACER -GLASS SPACER SILICONE FOAM C.R. LAURENCE CO.. INC. 12 1/ QUARTER POINT _ 1B" X 3/8" X 2" SETTING BLOCKS. DUROMETER 7015 EPOM - 13 1/ QUARTER POINT _ 1(8" X 7/8" X 2" SETTING BLOCKS, DUROMETER 70i6 EPOM - F-KAML UL)KNtK UUNNLL; I IUN �Business Professional Regulation BCIS Home 1 Log In I User Registration I Hot Topics Submit Surcharge j Susts & Facts I Publications j Contact Us aCIS site Map Links Search j r Product Approval USER: Public User ®rL.--.- Product Approval Menu > Product or AgolicaPon 5earch > Aonllcation List > Application Detail FL# FL35=87-RO Application Type_ UU ILUi;, lueb iCb Code Version 2020 Application Status Approved APPRO`V Comments°�""""""""r""' Archived Product Manufacturer EMC Windows and Doors, LLC. Address/Phone/Email 455 E. 10th Ave. Hialeah, FL 33010 (305) 283-6280 EMCwlndowsdoom@gmall.com Authorized Signature Yiping Wang mcy@mcyengineering.com Technical Representative Carlos Perez Address/Phone/Email 455 E. 10th Ave. Hialeah, FL 33010 (305) 283-6280 EM Cwl ndowsdoors@g ma i I. com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Yiping Wang the Evaluation Report Florida License PE-55983 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/ Validated By Xiaojun Gu V Validation Checklist - Hardcopy Received Certificate of Independence FL35387 RO COI Certificate of Independence. SS pdf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/08/2020 Date Validated 12/18/2020 Date Pending FBC Approval O1/02/2021 Date Approved 02/09/2021 Date Revised 09/27/2023 Summary of Products FL # Model, Number or Name 'j Description 35387.1 Series CS 2100 Aluminum Casement Aluminum Casement Wlndow (LMI & SMI) Window (LMI & SMI) Limits of Use Installation Instructions Approved for use in HVHZ: Yes .fS.&W Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Yiping Wang PE#55983 Design Pressure: +801-80 Created by Independent Third Party: Yes Other: Design pressure vs window size refer to installation Evaluation Reports DWG. FL35387 R0 AE Evaluation Report- SS.pdf Created by Independent Third Party: Yes Back next Contact Us :: 201 Nair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Convdght 2007-2013 State of Flor'da :: Privecv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The amails provided may be used for of0cial communicatlon with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, KS,. please click be<,e_. Product Approval Accepts: ®®®M® Credit Card Safe 12781 Miramar Parkway Suite 301 Miramar, FL. 33027 MCY ENGINEERING, INC. Mobile: 305 588-5224 GLAZING CONSULTANT Office: 786 360-2786 PRODUCT APPROVAL EVALUATION REPORT Product Manufacturer: Product Name/Model & Description: EMC Windows and Doors, LLC. Series CS 2100 Aluminum Casement Window 1356 W. 76 th Street (L.M.1. & S.M.1) (HVHZ) Hialeah, FL 33014 Casement Window — Large and Small missile impact Scope: This product has been evaluated by the below -signed Florida Professional Engineer for compliance with the Code noted herein and is, for the purpose intended, at least equivalent to that required by the Code, in accordance with section 553.842 F.S. & chapter 61G20-3.005 F.A.C. Re-evaluation of this product shall be required following applicable Code modifications or revisions. Code: 71h Edition Florida Building Code (2020), inclusive of all Supplements effective as of this report date. Compliance Method: 61G20-3.005 (1)(d) — Evaluation Report from a licensed Professional Engineer Product Description: Product Approval Drawing #AD20-33, prepared by MCY Engineering, signed and sealed by Yiping Wang, P.E., is an integral part of this Evaluation Report. Limitations & Conditions of Use: • This product has been evaluated for use inside and outside of the HVHZ (High Velocity Hurricane Zone) • Impact Resistance: Large and Small Missile Impact • Refer to Product Approval Drawing noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Other load limitations applicable to the product, if any. o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to the structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. 12781 Miramar Parkway Suite 301 MCY ENGINEERING, INC. Miramar, FL. 33027 Mobile: 305 588-5224 GLAZING CONSULTANT Office: 786 360-2786 Test Reports: Mandatory Tests (Tested in accordance with AAMA 501) Test Lab Report Number Test Report Date Test Standard & Description Hurricane Engineering NETT-19-7046, signed 10/12/2020 TAS 201-94 (large missile impact test) & Testing Inc. and sealed by Rafael TAS 202-94 (uniform static test) Doral, FL TAS 203-94 (cyclic wind pressure E. Droz Seda PE loading) ASTM E283 (air infiltration test) ASTM E331(water infiltration test) ASTM E330 (static load test) Engineering Analysis: The following engineering analyses and/or calculations have been performed: • No comparative analysis has been performed for conditions other than those tested. • No rational analysis has been performed. • Anchor calculations are based on manufacturer's published anchor capacity, anchor Notice of Acceptance by Miami Dade County. EMC WINDOW AND DOOR5 LLC. 5ERIE5 1105 2100" ALUMINUM CASEMENT WINDOW5 LARGE AND SMALL M1551LE IMPACT 3/ 16' ANN. GLA55 •0.130' GLA95L4M 5AFETY PLU5 II 3,1 6' ANN. GLA55 DC995 "— v! — G 1 GLA55 TYPE 'G I ' 112" NOMINAL OVERALL - THIS PRODUCT HAS BEEN DE51GNED AND TE5TED TO COMPLY TMTH THE REQUIREMENT5 OF THE 7TH EDITION OF FLORIDA BUILDING CODE 2020 INCLUDING HIGH VELOCITY HURRICANE ZONE IHVHZ). - WINDOW5 RATED FOR LARGE AND 5MALL M1551LE IMPACT. LMI 5Y5TEM TO BE U5ED FOR IN5 T ALLAT10N5 UP TO 30 FT OF GRADE. FOR ABOVE 30 FT OF GRADE. 5MI TO BE U5ED. IMPACT 5hUTTER5 ARE NOT REQUIRED. - THE5E WINDOW5 ARE APPROVED FOR AIR AND WATER INFILTRATION. - ANCHOR5 SMALL BE A5 L15TED, SPACED A5 5HOWN ON DETAIL5. ANCHORS EMBEDMENT TO BA5E MATERIAL SHALL BE BEYOND WALL DRE55ING OR STUCCO. - ANCHORING OF LOADING CONDITION5 NOT 5HOWN IN THE5E DETAILS ARE NOT PART OF THIS APPROVAL. - MATERIALS INCLUDING BUT NOT LIMITED TO 5TEEUMETAL 5CRE.V5 THAT COME INTO CONTACT WITH OTHER D1551MILAR MATERIALS SHALL MEET THE REQUIREMENT5 OF THE 7TH EDITION OF FLORIDA BUILDING CODE 2020 5ECTION AS APPLICABLE. METAL 5TRUCTURE5 NOT CONTINENTAL GLA55 SYSTEM TO BE DE51GNED TO 5UPPORT THE LOADS If,AP05ED 5Y TH15 GLAZING 5Y5TEM AND TO TRANSFER SUCH LOAD5 TO THE BUILDING MA114 5TRUCTUFf. ULTIMATE LOAD OBTAINED FROM A5CE 7-1 G, MULTIPLY BY 0.6 5HAH BE LE55 THAN OR EQUAL TO MAX. DE51GN LOAD IN TH15 DOCUMENT. THE DESIGN LOAD5 SHOWN IN THIS DOCUMENT ARE ALLOWABLE DE51GN LOAD5. 3/ I G' ANN. GIA55 1/4" AIR SPACE 0.100" GLA55LANI 5AFt'TY PLU5 II 3i 1 G" TEMP. GLA55 311 G" ANN. GLA55 22 ) DC995 LL= G2 GLA55 TYPE '62' 15/ 1 G" NOMINAL OVERALL U5E CHARTS A5 FOLLOWS. STEP 1: DETERMINE DESIGN WIND LOAD REQUIREMENT5 BA5ED ON WIND VELOCITY, BLDG. HEIGHT: WIND ZONE U51NG APPLICABLE A5CE 7- 16 STANDARD OR WIND TUNNEL REPORT5. 5TEP 2: 5EE 5HEET E I FOR APPROVED TYPICAL EtiVATION # CONFIGURATION. STEP 3: 5EE 5HEET E2 FOR ALLOWED WINDOW SIZE AND APPROVED DE51GN LOAD. FOP WINDOW MULLTOGETHER WITH I "94"X 116' ALUM. MULLION, DE.51GN LOAD FOR WIIqDOW GOVERN5. 5TEP 4: ANCHOR OPTION 5EE 5HEET A 1. ANCHOR LAYOUT 5EE SHEET E 1. NOTE: GLA55 COMPLIE5 WITH A5TM E 1300-09 (3 SEC. GU5T5). ABBREVIATIONS AND SYMBOLS U.L.O. - DAYLITE OPENING F.H. - FRAME HEIGHT SECTION NUMBER F.W. -FRAME WIDTH IV/ -WITH � W/O - WITHOUT 5H>:ET NUMBEP. O.C. - ON CENTER A. T"Q PRCbuCT EV/a.WTI" DJG"e"T vs.al PIRTANCD.T r"s o Dwm r. CChlMA.QDOESMTPPlo pE Is[N"ATINMRAS Ea"M PADSCI. ''~s nc asR col"lq"s be-l"rabt, T"O PAIL CONAFACrC. To sE RiPO"SbtE TCN ne==11y, Rwtwu 4o MRAuwIPJN W r bP"OCUCT 4S=D LPa Tm PNCDUCT EV4 WTI" NIMM NERIE CDEs km DEVMTE TPCN :LE col" Yas CETPAMON T"C MUMAW. G TWIT PADwCr L.—TII"coa1 %T VAL K.-ANfNY"[D wxb► KTx4 a,YN Le.«s o- a. vFcm pw F.Ts P" 'r DNbP:raaranoac.` mama a=NLE ftTKP4WCT G6" at cvm PDNTI[ PrgdECi A10 m sE c at R[ID'o U" Tat THE P,OTo USE D/ A$A OCL [KED EOr WV Te11PLID APADTIEWTED EIMWt TC13LPFa En]1LIA LWL sleYli to iNQUTT6t TIE SfiE rPEcsr: DTNAhbs Ppµ NLTrt<YI. OPJf.ILLL sIK AND SCML.TVe O TP¢ P"DPEsss>fua_ GGP®I C! ICCPO i:MTia6PAtW R. FLORIDA APPROVAL: FL#35387 pia 6 fiS a� qP." nP�. sore .vrrsaa bs ww. No. AD20-33 COVER %-to 1 OF 9 V Z WINDOWW FRAME VoIDTH 1YINDOW FRAME WIDTH vdNDOW FRAME WIDTH WINDOW FRAME WIDTH N ' SEE CHART ON E2 5EE CHART ON E2 . LE L HART 11 E2 SEE CHART Old E2 Z Q ENT FRAME WIpSH VENT FRAME VADTH VENT FRAME .WIDTH `DENT - D r' FPAME WIDTH W N D.L.O. D.L.U. D.L.O. D.L.O. w Z 0 �Z _ ` .�j NT 01 I W (� �5 d <; — x \ \ \ 3 \ \ 4 3 \ Er a \ \ \ 4 Lis lV DI UJ vJ \ \ \ \ D1 \ pN „ w DI \ \ D 1 w0 \ 1 \ 1 \ su0 \ `, w o Q = DZ D2 ;; g L o ; y 4 r.r z n di ii' o J O w � O w _. O g to Ff / w Z F " Q x 6 w I V.— — — i O 3 1/2' 31 1 " 3 1 3 1;2° 3 I m to `o Z t N it 2 al/4-1 4112' 2 al/2 2 a112' $ U O! D 2 D I ,t`ne w W r Ix w TYPICAL EXTERIOR ELEVATION5 TYPICAL EXTERIOR ELEVATION5 co FLORIDA APPROVAL: !d FL#35387 \ f Y�phy!f,, Fla ~lcRrr YI ate„ nn. so e \ \ \ \ J J z A020-33 ,thh�8u1�1�11Q��0 sneKMa Decembor 161h , 2020 02 OF 9 � O a a ro � O �A � Gin O z v z y W U N A W U N A W O N 1+ W a1 W p N A W t5 L W O N A A N W 01 W O N A� A A N W 9'1 W O N A A N W sr W O N A A m .t. N W +r W O N�� A 3 CG1 O� CZ11 V O � s � v rn N w tr cn o 0 o�ooSoSoo� - in cO W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v O vt wcncra00000a000000000000000000000 6� m V V V V V V V V V V V V V V V V V V V V v V V V V V V .I � ut � w b b b b b b b b b b b b b b b b b b b b b b b b b b o b N z n Z D FRAME t1EICtiT (h) �rdl-ii h F N Q ZZnq z N 3 �i rn K'xrnCsrnO JC rn ru It rn -n.nT {z -4_Ar r == = 1 i • FRA1.tE tltlGttT (H) z \ / Q z m v F n 6 •DI \ / 5 rn T rn { m \ / 0 ° \ / C -i — Z C rri \ / z D3. � X WINDOW FRAME HEIGHT BUCK HEIGHT FROM VENT HEIGHT OL0.H G SS 81 �zq�aannr� � ' P.41ta. 4o`� d t �•,� -il "' EMBED , fA:4 �ZidS W i 114- T t14't>i IM SyIM Er vs May a SERIES •CS21DO* ALUMINUM CASEMENT WINDOW -UN.1AS.M.L MCY ENGINEERING, INC. _ N EMC WINDOWS AND DOORS, LLC. GLAZING CONSULTANTS O n r_ Q 1356 W. 76TH STREET 12101 -All'A tAl. 11t.li1 ` L J-)t (D W HIALEAH. FL 33014 lEl..(305)283-6M EMCWlndowsDoors@gn%Wtcom tiraTr.]IC1�nci_�ocrir_c..:�ni ur•;c.: c:c �<u:w.:r.rlt. iaui I/4" MiN TYPICAL. ANCHOR5 5EE %[LEVATiON FOR SPACING DGE D15 I X WOOD 511CK,--\ - z 0 m CONCRETE DC 995 SILICONE - f PC 3050 psi hAIN. U-i ALL AROUND 7 11 19 1 1 /4" LG 5 3 4 � 7 I DETAIL m' In y 6 DI 19 DC 9f $ 2"X2'X 1 /81 THK. ANGLE, 1 3/4'LG. — la \1 l � GLA55 OPTION 'G2' i 'G4' 012 DC 995 SILICONE 13 ALL AROUND v- 5 2 DETAIL ? CONCRETE ' f'c=,3050,p51 MIN. <- DC 995 51LICONE ALL AROUND ° c I 1/4' MI . E G _ D15 . w O 04 w E I =" MIN BUCK WIDTH 3 DETAIL DI TYPICAL ANCHORS 5EE ELEVATION FOR SPACING ! OPTION DI 1 1 /4" LG w O w 4 DETAIL DI DC 995 51LICONE ALL AROUND TYPICAL ANCHOR.5 SEE ELEVATION FOPS SPACING METAL 5TRUCTUK F I OPTION DI 1,4" LG FLORIDA APPROVAL; FL#35387 t? J O z z l U z a z W Lu z0 z141 z N `r W� �. 0 y b E J $ J J Z ar 3 O O tw cli z ors Z3: a�=LU 2 oLm �= � Z LU H N U v g w ?V.Vw I 13 show, n W„Gm A020-33 uI sue. 04 OF 9 s � • • �F j.�!l1111!l11.1/r '7'!l1/1/J!I ; . "'MMI lY..l[\llllll: ilUl� 3 3,14 .� ��s� fr�iii�iii.:... EXTERIOR D.L.O. 4' 4' 1 D.L.O. WINDOW FRAME WIDTH WINDOW FRAME WIDTH f DETAIL D2 TYPICAL ANCHOR5: TYPE "A": 1/4" DIA. ULTRACON + BY DEWALT Fu = 164 K51, F = 148 K51 WOOD BUCK 4 METAL 5TRUCTURP NOT BY INTO T0097M OR W EMC MUST BE DE5IGNED AND ANCHORED OR THRU i X OR 2X BUCK5 INTO CONCRETE OR MASONRY PROPEP,LY TO 5U5TAIN THE LOADS IMPOSED W/ 1 3/4" MIN. EMBED BY GLAZING 5Y5TEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPE "6": IA" DIA. ULTRACON + BY DEWALT (Fu = 164 K51, Fy = 146 K51) 1-3/4 EMBED DIRECTLY INTO CONCRETE 1-3/4 EMBED DIRECTLY INTO GROUND FILLED BLOCK ( JAMB ONLY) 5EALANT5: 1 1/4' EMBED DIRECTLY INTO HOLLOW BLOCK ( JAMB ONLY) ALL FRAME AND PANEL JOINT, IN5TALLATION 5CRFW5 AND HEADS OF ANCHOR 5CPEW5 TYPt 'B": # 14 DIA. 5M5 (Fy=57K51 , Fu=74 K50 TO BE SEALED WITH DOW CORNING 899 OR 1/4" TEK5- SELF DRILLING SCREW (Fv=92 K51, Fu= 120K.51) SILICONE BUILDING SEALANT. INTO METAL 5TRECTURE STEEL: 12 GA. MIN. (Fy = 36 K.51 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO FLORIDA APPROVED ALUMINUM MULLIONS ALUMINUM; I/8" THK. MIN. (GO63-T5 MIN.) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = I 1/4" MIN. INTO METAL STRUCTURE = 3/4'= MIN. INTO WOOD = I " MIN. CONCRETE AT HEAD,5ILL OR JAMB: fc= 3050 P51 MIN. C-90 HOLLOW / FILLED BLOCK AT JAMB: f'm=2000 P51 MIN. WOOD 5TRUCTURE:5G=0.55 MIN. (6063-TG) I "X= ALL (GO #1 (2) PE 2 DETAIL D2 2 I 'J BUCK W 02 Z U Z N i' ~ K .74 a 'J x m-. . us. MAW01*m AD20-33 U.: 11"VI ko. 05 OF 9 LIMITED DEViCE(OPTION) 4 BAR HINGE \ o) 15 KEEPER i 18 16 f 5NUBBER f � { LOCK BAR i { fAwuaBER 18 14 A20 LIMITED DEVICE(OPTION) / 13 / 13 I N cn ( F 4 BAR HINGE KEEPERS: (5) KEEPERS BY'INTERLOCK-A55A ABLOY' EACH ATTACHED W/ (2) #G X 515 PFH 505. SNUBBER: (3) MATCHING PAIRS BY MONTICELU AT FRAME AND THE VENT Q 7 1 /4", 37' 4 71 1/2' FROM THE IN51DE OPENING OF THE FRAME EACH ATTACHED W/ (2) # 10 X 3/4' PFH 5D5. LOCK: MULTIPOINT LOCK 5Y5TEM BY'INTERLOCK-A55A ABLOY AT FRAME JAMB CL02-OGOO 4 CL02-1020 LOCK 4 HANDLE WITH (2) # 10 X 1 /2" PFH THREAD FORMING 5CREW B CL02-2059 MULTIPOINT KEEPER5 W1(2) #G X 5/6" PFH 5D5 CL02-002 MULTIPOINT LOCK BAR W/ (G) MUSHROOM HEAD5 Q 15",32 5/8", 44'. 48", 55" 4 62 1/2' FROM BOTTOM OF THE OPENING, EACH ATTACHED W/ (2)# 10 X I' PFH 5M5. HINGE: 5P5H I G - CA5EMENT 4 BAR 5T/5T HINGE BY'5ECUR15TYI-E' W1 (30 10 X I' PFH 5M5. LIMITED DEVICE(OPTION): LIMITED DEVICE -FRICTION ADJU5TER5 BY CALDWELL' OPERATOR: 23 5ERIE5 SINGLE ARM OPERATOR BY TRUTH' W/ (8) # 10 X 1 /2' PFH THREAD FORMING 5CRE'A' TYPE B. FLORIDA APPROVAL: FL#35387 December 16th , 2020 f xr� f V7Y.a'x/ �45MOrtf A.W *a AD20-33 IIAI?1)ll AIN- U—N. 06OF9 o o o Z Q rn iu Lf 1:06 m o L0A62" 2 GLAZING BEAD _ n' o.o?d' Z 0 o W 6063-TG o I I65' 0..44922"" 0.062 N Z _ I 1 ol w 0.06 2' 7 . o I a GLAZING BEAD t' 1753 FRAME HEAD/51LL 4 VENT 6063-T6 a GLAZING BEAD 6063-T6 6063-T6 6063-TG 1 y 5.500' 6 1.750' � 3 Vj in 3 O NO CM0. 125' p n `" z - Q to �^W 5 0.472' z o � O � = ti 72 Z N S � � 5 1 / 16" CORNER KEY N U 5TAINLF55 5TEEL MULLION T CLIP 6063-T5 w a w i� FLORIDA APPROVAL: €a FL#35387 Y �,`� TI 3 tVIYNA OSM AN N i * nuvmG M0. +r AD20-33 gu tiq��81t3NA`' nsu>tn' December 161h , 2020 07 OF 9 BILL OF MATERIALS ITEM PART DE5CRIPTION MATERIAL MANUF. / REMARK5 Z_ I a GLAZING BEAD FOR GLA55 'G2'VG4' ALUM. GOG3-TG z =� 2 - GLAZING BEAD FOR. GLA55 'G I ' ALUM. GOF3-TG 2a - GLAZING BEAD FOR GLA55 'G3' ALUM. G0G3-TG W N - 3 FRAME HEAD/51LL ALUM. GOG3-TG - W p ^ , 4 - VENT ALUM. G OG3-TG Z 0 5 - Ul G' THK. CORNER KEY 5TAINLE55 STEEL 0 Z Z N = =_ G - # 10 X 1 1 /4' 5105 / FRAME AND VENT A55EM13LY SCREWS - W - 7 N0.32520 BULB VINYL AIR SEAL GASKET(�rJ BCELTPOtNT A4 PLASTICS Ci 8 E202 V0021 VINYL BULB, GLAZING STOP VINYL FENE5TRATIONGLA55 PRODUCTS 9 W0019 118 X 1/4 GLAZING TAPE, 2 51DED TAPE (RANK LOWED among v 10 5EAL0 I - I DOW 995 BACK SILICONE 51LICONE - c I 1 - 4 BAR HINGE 5TAINLE55 STEEL 5ECUR15TYLE 12 - CASEMENT OPERATOR TRACK - TRUTH HARDWARE ffmj y 13 - 23 SERIES FACEMOUT CA.EMENT OPERATOR TRUTH HARDWARE 14 CL02-OGOO 4 CL02-1020 LOCK HANDLE A55EMBLY - INTERLOCK - A55A ABLOY 15 CL02-2059 (5) MULTIPOINT KEEPERS W/ (2) #G X 5/8" FH 5M5 - INTERLOCK - A55A ABLOY .No I G CL02-002 MULTIPOINT LOCK BAR - INTERLOCK - A55A ABLOY J 17 #8 X 1/2" 5.5. PH 5A45. 5TAINLE55 STEEL J -i 18 - SNUBBER K40NTICELLI - O ru 19 - 5 1/2" X 2 1/8' X 3.71' LONG. MULLION T CLIP ALUM. GOG345 - 3 O 20 - LIMITED DEVICE -FRICTION ADJU5TER5(OPTION) 5TAINLE55 STEEL CALDWELL Q 21 1 "x4"x 118' ALUM. TUBS: ALUM. GOG3-TG - 8 Q � 22 - CKL GRAY EDGETECH 5UPER 5PACER - GLA55 5PACER 51LICONE FOAM C.R. IAURENCE CO., INC. 2 coW _ — FLORIDA APPMIAL: FL#35387 v # `a J4 6W7 "* �. �•V/y.. o.4 0 December 16th , 2020 8 w W N 0 U W H �a vrnca •s d+ipr MAWN6 NO. AD20-33 110 �a 08 OF 9 v Z �i WZ Z 0 _ Uz � - Z N - w 3 %_ - 4 v= 'J Al '•1 :J y rig— J J E 5 0 Ow � 19 3 Owe 19 3 2"X2'X I /8' TMK. ANGLE, O $ 2'X2 X 1 /8' 1 3,4' LG. 4 cu Z= ThK. ANGLE. CO) 3 W I I /4' LG. ? p 3 6 N V v a10-16X1112HWrlfME CORNER 150METRIC DETAIL VENT CORNER ISOMETRIC DETAIL U w QEAGH SIDE OF ANGLE 5 W it W W FLORIDA APPROVAL: la fi FL#35387 YI a•-3 ' r� v awls k1.0— � w�•--__ nravaw;.�o. AD20-33 w. a'�auI lnn``r �o. December 16th , 2020 09 OF 9 Professional Regulation BCIS Home I Log In User Registration I Hot Topics ( Submit surcharge Slats & Facts t Publications j Contact Us BpS site Map Links I Search FI rich 3 ter Product Approval 114 USER: Public User t;yu.a Product Approval Menu > PratluR or AonliruHon Bea¢M1 > ARMication List > Application Detail FL 4 Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence BUILDiN t. a.r�_ �'___ APPRGV^,_� EMC Windows and Doors, LLC. 455 E. 10th Ave. Hialeah, FL 33010 (305) 283-6280 EMCwindowsdoom@gmaii.com Ylping Wang mcy@mcyengineeiing.com Carlos Perez 455 E. 10th Ave. Hialeah, FL 33010 (305) 283-6280 EMCwlndowsdoom@gmall.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Yiping Wang PE-55983 National Accreditation and Management Institute 12/31/2023 Xiaojun Gu 6 Validation Checklist - Hardcopy Received EL29477 RI COI Certificate of Independence-SS.2.W Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Year 1994 1994 1994 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/15/2020 Date Validated 12/18/2020 Date Pending FBC Approval 12/29/2020 Date Approved 02/09/2021 Date Revised 09/27/2023 Summary of Products FL # Model, Number or Name Description 29477.1 Series FD 2100 Outswing French Series FD 2100 Outswing French Door - Large Missile Impact Door & Small Missile Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes F 7 477 RI TI 12.IS. 21 At Verified By: Yiping Wang 55983 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +65/-65 Evaluation Reports Other: For maximum door sizes, please see installation FL29477 R3 AE Evaluation Report- S5.3.RQ( instructions Created by Independent Third Party: Yes Sack Nezt Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 950-487-1824 The State of Florida Is an ANEEO employer. L9RyLoh[ 200]-2013 State of Florida. Privacy Statement ::Ace iallit�, vy Statement :: Refund Statemene Under Florida law, email addresses are public recerds. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the pudic. Tp determine If you are a licensee under Chapter 455, FS., please dick be . product Approval Accepts: ® ®WON Credit Card Safe 12781 Miramar Pkwy. Ste. 301 Miramar, FL. 33027 MCY ENGINEERING, INC. P: 305 271-0117 GLAZING CONSULTANT PRODUCT APPROVAL EVALUATION REPORT Product Manufacturer: Product Name/Model & Description: EMC Windows and Doors, LLC. SERIES FD 2100 OUTSWING FRENCH DOOR 1356 W. 76`h Street (LMI & SMI) Hialeah, FL 33014 Scope: This product has been evaluated by the below -signed Florida Professional Engineer for compliance with the Code noted herein and is, for the purpose intended, at least equivalent to that required by the Code, in accordance with section 553.842 F.S. & chapter 61G20-3.005 F.A.C. Re-evaluation of this product shall be required following applicable Code modifications or revisions. Code: 71h Edition Florida Building Code (2020), inclusive of all Supplements effective as of this report date. Compliance Method: 61G20-3.005 (1)(d) — Evaluation Report from a licensed Professional Engineer Product Description: Product Approval Drawing #AD19-16, prepared by MCY Engineering, signed and sealed by Yiping Wang, P.E., is an integral part of this Evaluation Report. Limitations & Conditions of Use: • This product has been evaluated for use inside and outside the HVHZ (High Velocity Hurricane Zone) • Impact Resistance: Large Missile and Small Missile Impact • Refer to Product Approval Drawing noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Other load limitations applicable to the product, if any. o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to the structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. H MCY ENGINEERING, INC. GLAZING, C (..)NS*ULTANT 12781 Miramar Pkwy. Ste. 301 Miramar, FL. 33027 P: 305 271-0117 Mandatory Tests (Tested in accordance with AAMA 501) Test Lab Report Number Test Report Date Test Standard & Description Hurricane Engineering HETI-18-6055, signed 03/29/2019 ASTM E283-04 (air infiltration) & Testing Inc. (HETI) — and sealed by Rafael TAS 202-94 (Uniform Static Test) Doral, FL E. Droz-Sedo, P.E. Hurricane Engineering HETI-18-6056, signed 03/29/2019 TAS 201-94 (large missile impact test) & Testing Inc. (HETI) — and sealed by Rafael TAS 203-94 (cyclic wind pressure Doral, FL E. Droz-Sedo, P.E. loading) Hurricane Engineering HETI-18-6087, signed 03/25/2019 TAS 201-94 (large missile impact test) & Testing Inc. (HETI) — and sealed by Rafael TAS 203-94 (cyclic wind pressure Doral, FL E. Droz-Sedo, P.E. loading) Hurricane Engineering HETI-18-6088, signed 03/25/2019 TAS 201-94 (large missile impact test) & Testing Inc. (HETI) — and sealed by Rafael TAS 203-94 (cyclic wind pressure Doral, FL E Droz Seda, P.E. loading) Hurricane Engineering HETI-19-7055, signed 06/28/2019 ASTM E283-04 (air infiltration) & Testing Inc. (HETI) — and sealed by Rafael TAS 202-94 (Uniform Static Test) Doral, FL E. Droz-Seda, P.E. Engineering Analysis: The following engineering analyses and/or calculations have been performed: • No comparative analysis has been performed for conditions other than those tested. • No rational analysis has been performed. • Anchor calculations are based on manufacturer's published anchor capacity, anchor Notice of Acceptance by Miami Dade County, or ASTM TIR A9-91. • No increase in allowable stress has been used in the evaluation of this product. December 15th , 2020 5ERI E5 FD 2 100 OUT5N1 NG PRENCH DOOR LARGE M 1551 LE I M PACT (LM I ) 0.140' GLA55LAM 5AFETY-PLU5 II 311 G' ANNEALED GLA55 5Y'POLYMER EXTRU51ON TECHNOLOGY,INC _ 0.205' GLA55LAM SAFETY -PLUS If 3/1 6° ANNEALEDI/4' AIR SPACE BY'POLYMER EXTRUSION TECHNOLOGY,INC' GLA55 311 G' ANNEALED GLA55 3,A 1 G" ANNEALED GLA55 311 G" TEMP. GLA55 9uj so � 0 g �� 10 m� 1 M OC W \ UJ r \ GE-5C5 2800 GE-SC5 2800 GLA55 TYPE "G I " GLA55 TYPE "G2" 7/ 1 G" OVERALL LAM. GLA55 I " OVERALL IN5UL. LAM. GLA55 GENERAL NOTES: - TH15 PRODUCT HA5 BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS Of THE 7 TH EDITION FLORIDA BUILDING CODE (2020) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). DOORS RATED FOR LARGE M1551LE IMPACT. IMPACT 5HUTTER5 ARE NOT REQUIRED. - THFSE DOORS ARE APPROVED FOR AIR AND WATER INFILTRATION. - ANCHORS 5HALL BE A5 LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO i3A5E MATERIAL 5HALL l3E BEYOND WALL DRE551NG OR STUCCO. - ANCHORING OP. LOADING CONDITION5 NOT 5HOWN IN THE5E DETAILS ARE NOT PART OF TH15 APPROVAL. - MATERIALS INCLUDING BUT NOT LIMITED TO 5TEEL/METAL 5CREW5 THAT COME INTO CONTACT WITH OTHER DISSIMILAR- MATERIA.L5 511ALL MEET THE REQUIREMENT5 OF THE 7TH EDITION FLORIDA. BUILDING CODE (2020) SECTION A5 APPLICABLE. METAL 5TRUCTURE5 NOT BY EMC WINDOWS AND DOORS TO BE DE51GNED TO 5UPPORT THE LOADS IMPOSED BY TH15 GLAZING 5Y5TEM AND TO TRANSFER SUCH LOADS TO THE BUILDING MAIN 5TRUCTUI.F. ULTIMATE LOAD OBTAINED FROM A5CE 7- I G. MULTIPLY BY O.G SHALL BE LF-55 THAN OR EQUAL TO MAX. DE51GN LOAD IN THIS DOCUMENT. THE DE51GN LOADS 5HO1Vr4 IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOAD5. NOTE: 1 GLA55 COMPLIE5 WITH A5TM E 1300-0 W J (3 5EC. GUSTS), og 0 S = O w Ua W 0 Q � VJ jf a� 9 IN5TRUCTION5: U5E CHART5 A5 FOLLOW5. 5TEP 1: DETERIAINE DE51GN WIND LOAD REOUIREMENT5 BASED ON WIND VELOCITY, BLDG. HEIGHT. WIND ZONE U51NG APPLICABLE A5CE 7-16 STANDARD. STEP 2: SEE TYPICAL ELEVATION ON 5;1EET E 1 $ E2 FOR MAXIMUM 51ZE AND DE51GN LOAD. STEP 3: 5EE ANCHOR TYPE ON SHEET A I . 5EE 5HEfT E I b E2 FOR ANCHOR SPACING. ABBREVIATIONS AND SYMBOLS D.L.O. - DAYLITE OPENING F,H. - FRAME HEIGHT SECTION NUMBER F.W. -FRAME WIDTH c 1V/ - WITH W/O - WITHOUT SHEET NUMBER O.C. - ON CENTER A. TM PRODUCT EVALUATION DOCUMENT IP".) PREPAREDOY THM UIGNEER 6 OEMERICIWD DOES NOT PROVIDE WORNnTON POR A SITE Txcac PROACT, iA V44M THE WE CONDITDNf DEVNTE PROM THE PED. e CONTRACTOR TO K RCS Okt"LE TOP THE SELECTION PURCKNIM AND NSTALLATM OF This PRDpUOT DA= ON THCT NMIOOUDI EVALUATION NTOVDEO HEJE DOES NOT DEVATE FPOU THE C=MX= iDETALM ON TM ODCI)IDT. C• TMM PRODUCT WALLATION DOCII¢MT WKL EE CONISIN O NAALB/ P AATEREO D. ttTE sPECITr. PRweus r+uuoc PRU%R9D M' A PLOPDA RFCUSTFPtO ENCWELR OR MCWFCT "Mm WkL 06COHE THE CW 4ER OF RECORD IrAAR4 HMI THE P"(WrTAND WHD WLL CE RE8PONTSU FOR THE /ROPER USE OF THE PA4 E. rNm PEA, TxAU BEAR THE DATE AND ORIGINAL SEAL AND SI NATURE OF THE PRC0t3$IGNAAENO*R" a R" RD TINT PREPARED R. FLORIDA APPROVAL: FL # 29477. 1 December 15th , 2020 Z vj; 3: 3 o O ra OR N G w w f is 17. _1D19-G covr,R %wr o 01 OF 08 518" A1AY. ?5 112' MAX. Z LOOOFFRAME NnD7n DOOR, to Z a DOOR PANU WIDTH a`• 2G' D.L.O. W 0 z W 0 } Z Uk L [L '1 5 FROM HEAD/SILL 1/2 12• MAX. O.C. Z Q E8 g ENDS(fYP.) 0 a FROM JAMB FROM JAMB m 0 _ ENDSI(TYP.) ENDSMfP.) — I D I u= O S U dF � O = h U m as c �� ,o / tu 0 V J DZ In o 4 5 4 v w D2 D2 2 ;� 0 0 36I/2' OFF. M aL 13 U) 2 LEAF WIID Z Q (� N W �o Au _� A VE o > ALUMINUM 1HINGES N U Wtu 2 O C BY '5ULLIVAN AND A550CIATC ram, DI DI w HINGE LAYOUTM?.) v' 51NGLE DOOR W/O 51DELITE (X) DOUBLE DOOR W/O 51DEL(TE (XX) TYPICAL EXTERIOR ELEVATION TYPICAL EXTERIOR ELEVATION MAX. DESIGN LOAD FLORIDA APPROVAL €o + PSF FL # 29477.1 G5 v si �� 3 T " N 7 _ ►s... r+n. fete awsn •s a+.oau _ -sI� NOTE: w 's�`s � � _1D19•-1G OG. GI It G2 M 4- 9.f`..--�' e°KA;��o r I SMa ko, 02 OF 08 December ISth , 2020 FRAME W'1DTH 72 3/8" DOOR PANEL WIDTH 25 8116' 25 9/ 1 'v D.L.O. D.L.G. FROM HEAD/SILL Ir2 " 6' 12" MAX. O.C. ENDS(TYP.) I DI \35 S/16' LEAF 10TH h K J1 _ 1,47 1/2" MAX. FRAME OVERALL bt1Dlh 0 — z 35 1 511 G 75 5l6" 35 15/1 G* w 3 FRAME VADTr1 DOOR FRAME :VIDTH FRAME VADTH Z z _ 72 3/6 J i DOOR PANEL. WIDTH W 32 5! I G' 25 516• 25 518' 32 5/ 1 G• W p } D.L.O. D L.O. D.L.O. D.L.O. Z U 3 I 15 D 1 3G 1/4' ! ALUM. REINF. I DOOR LEAF OT D ! I �, I 1 ; T I 2 I 3 2 I � D2 D2 D2 D2 D2 $2 oauj r-i m J = OPP. OPP. t U t` ri 7 t9 I J 15 p A ' v w O Q ALUM. REINF. o r Z Q O O G O N N E w O _ I Z --FROM JALAB o Z En:D5(TY?.) n 9U 1: G' 3 t \A [Ire. LGMAx_ N g FROM HEAD/5(LL 4 92 Wuu ENDS(fY?.) G ! D w N TYPICAL EXTERIOR ELEVATION WI 51DEUTE (OXXO) FLORIDA APPROVAL �S FL # 29477. 1 Y{��,.�.A��, a i? F jiLWY , Tl cstr rw. .seat# " MULLION 1�tAX. ��1� ��N 7 St w.wwc�o NOTE: DE51GN LOAD i tie + GO ?5F ••�i * _1D19-16 UNREINF. - GO ?5F s PLC)sO. r RP!NF. + 65 P5F yp$8{�}NR� G5 P5P 4filauts ,ti.. m . December 1Din, 2020 03 OF 08 TYPICAL ANCHOR TYPE5: 5EE ELEVATION5 FOR SPACING TYPE'A": 1/4' DIA. ULTRACON BY'ELCO' (Fu=177 K51, Fy=1 55 K50 INTO WOOD STRUCTURE WITH I I /2' MIN. EMBED THRU I BY OR 2BY WOOD 5UCK5 INTO CONCRETE WITH 1 3/4' MIN. EMBED THRU I BY OR 2BY WOOD BUCKS WITH 1 1/4' MIN. EMBED INTO HOLLOW BLOCK(JAMB ONLY) WITH 13/4' MIN. EMBED INTO GROUT FILLED BLOCK DIRECTLY INTO CONCRETE(3000 p51 MIN.) WITH 1 1/2' MIN. EMBED INTO CONCRETE TYPE 'B": 1/4" TEK5 OR SELF DRILLING 5CREW(GRA0E 5) (Fu=120 K51. Fy=92 K50 INTO METAL STRUCTURE STEEL: 1/8" THK. MIN. (Fy=36 K51 MIN.) ALUMINUM: 1/5" THK. MIN. (6063-T5 MIN.) TYPICAL ANCHOR EDGE DISTANCE: INTO CONCRETE OR GROUT FILLED 4 MASONRY = 2 1/2" MIN. INTO WOOD STRUCTURE = 1-1/2" MIN. INTO METAL 5TRUCTURE = I' MIN. WOOD STRUCTURE / BUCK HEAD, SILL 4 JAMB: 5G = 0.55 MIN. CONCRETE AT "LEAD, 51LL 4 JAMB: Pc = 3000 psi MIN. C-90 HOLLOWIFILLED BLOCK(JAMB ON01: Pm = 2000 p5i MIN. 5EALANT5: ALL FRAME CIBER5. JOINTS. MULLION 5EMA5 AND PERIMETER OF GLA7.ING BEAD TO FRAME SEALED WITH 5iUCONE 5EALA.NT (DOW51L 775) I X OR 2X WOOD BUCKS AND METAL STRUCTURES NOT BY EMC WINDOW5 AND DOORS MUST 5UPPOKT LOADS IMPOSED 13Y GLAZING 5Y5TEM AND TRAN5FER THEM TO THE BUILDING 5TRUCTURE. TYPICAL ANCHORS —SEE ELEVATION FOR SPACING TYPICAL ANCHORS SEE ELEVATION FOR 5PACING D15T. v , COhI'CRETE. zit <; fc —3000 p5 MIN. WOOD BUCKS TYPICAL ANCHOR5 )N TYPICAL ANCHORS FLORIDA APPROVAL: FL # 29477. 1 R M1w". M� fW G�CYlOM YSNQVI Ot�WwIG"p _1D19-1G Al shm 04 OF 08 TYPICAL ANCHORS z ' —MIN.- EDGE D15TjN, Z SEE ELEVATION] - FOR SPACING CONCRETE afc' = 3000 si MI N — MIN.EDGE DI5T. p W � _ TYPICAL ANCHORS Z w W 5EE ELEVATION W p CONCRETE Z 0 w FOR SPACING 1c' = 3000 si MIN t7 a` " 3 cu = W N LLLj f ! L• � I a N I t 14 I DETAIL 3 DETAIL v / f 0 s 0 DI 0 0 DI s a w w 12 \ w 8 1 z � \ Z � O � -+ U 8 1 J Q a J 10 -- — 8 vi r _ \\ \'� 1O \ �� w W ` _ W z \ \ y p tu 1 - 16 �� — -- \ oo�=o o GLA55 OPTION o z GLA55 OPTION N 8 oZnu L I I J U1 W Q 3 2 DETAIL 8 4 DETAIL Q UI DI 14 Gl\ 3/8" X I 1/8" X 3/8" FLORIDA APPROVAL: :a �4I> ALUM. CHANNEL " FL # 29477. 1 9 I F,-, TYPICAL ANCHOP5 a L Y{ �� s 5EE ELEVATION r Ti •, ,,,. x"," CONCR�fE t FOR SPAC114G fc' - 30a0 psi MI s' z a. — t�l IJ. EDGE D15T. W :},' * _1 D 19 :<� .. �• Off: LL' TYPICAL ANCHO �� s"''�4�.P••''tFF. D CONCRETE S> E El�vATIONhis 111 8IGf1A��•`' _ IN. EDGE DiS fc = 30Cn psi MIN. FCR SPACING December 15th , 2020 05 OF 08 ACCE55 HOLE SEE SHEET E2 15 FOR F.EQUREMENT = Z a INTERIOR = ' N r F Z s a 2 ;•: MIN.0 9 13 9 W N z Z _ EMBED f ? -i Z N W < 0 �z - L LLI u' cz K1 71E zom 1 o �c O 1 l 8 = 1 8 $ 5 11 6 8 I $ 7 7 TYPICAL ANCHORS ! SEE ELEVATION 2 7/ 1 G' D.L.O. B" D.L.O. 10 1 111G, D.L.O. FOR 5PACING FRAME WIDTH H_ I DETAIL EXTERIOR 2 DETAIL — C� �t 3 DETAIL o u1 0 ~ D2 D2 D2 o w S UJI o Ir TYPICAL ANCHORS 16 z Q � z 5EE ELEVATION FOR 5PACING / 10 ? -- -- z 3 � (p ^ p INTERIOR 6LA55 OPTION 2 to o tn Z �2 R Q "! �, v TYPICAL ANC4OR5 U i U; 5EE ELEVATIONW FOR 5PACINGog,o LU z I p oIR 4eMIN a. MIN. Z 0 "'' Ll \ ,xa •EMBEDuj W FLORIDA APPROVAL: FL # 29477. 1 ja 11 (�y \"J 8 6 ,, f / 6" � F� 0 it f d". ma sw U2' 1 I /2" 5 114' 5H1 D.L U D.L.O. 5 1 /4" 1 1 /2' I /?_" HIM -1r 16iW7 # AD19 —1 G FRAME WIDTH Z PLO 4 DETAIL EXTERIOR 5 DETAIL '�'•,usBagH�:.+ n D2 D2 December 15th , 2020 06 OF 08 4 000" "to a' i� v ti 4 000" 0.070" t� C'i 51DELITE HEA &LUJAMB DOOR MEAD;JA ID FRAME I EMC-004 ALUM. b063-% 2 EMC-0O1 ALUM. 60G3-Tr. 1.750' 4.000' 0.070' b N N � 0.07 3 TDrieonoM Ral fMC-002 ALUM.6063-T6 2.587' 0.088' N 510, TE OPEN JAMB I MC-AI)5 ALUM. CXB-TF. b 0 0 'v N 4.871" THRE5HOL0 4 EMCFD I ALUM. 6063-T6 0.07d L— 4.281' 6 HINGE 5TI1y ET 1UD2 ALUM. o063-Tn n--Joi 1.174` MEETING STILE I GLA2ING BEAD FOR LA?A. GLA`5 7 6ZFD3 ALUM. 19063 —T6 $ - ALLIN4.606_'.-T6 b 9 GlAZIIJG ADAPTOP, ® GLAZING BEAD F 63-OR INS46063 T6 ALUM. CHANNEL REINF �UMM6063-T6 EMC-003 ALUM.60T6 ALU�d 10 Y. I' MILIF5 FJv HfAD 51.45 DOOR FRAME CORNER 150METRIC DETAIL FLORIDA APPROVAL: FL # 29477.1 ov.xn .t snawe. oa.wac �o _1D1�-1G D V. „.. 07 OF 08 BILL OF MATERIAL5 ITEM PART DE5CRIPTION MATERIAL MANUF. / REMARK5 F I EMC-004 SIDEUTE HEAD/51LUJAMB FRAME ALUM. GOG3-TG EMC WINDOWS AND DOOR5. LLC Z rIt,- L - N i 2 EMC-00I DOOR "EAD/JAMB FP.AME ALUM. 60G3-TG EMC WINDOWS AND DOORS, LLC W Z 3 EMC-002 TOP BOTTOM RAIL ALUM. GOG3-TG S EMC WINDOWAND DOOR5. LLC Z U , 4 EMCFD! THRESHOLD ALUM. G063-T6 EMC WINDOWS AND DOORS. LLC Z N' 5 EMC-005 51DEUTE OPEN JAMB ALUM. GOG3-TG EMC WINDOW5 AND DOORS, LLC W g = 6 EMCFD2 HINGE STILE ALUM. GOG3-TG EMC WINDOWS AND DOORS, LLC - { 7 EMCFD3 MEETING 5TILF ALUM. 6063-TG EMC WINDOWS AND DOORS, LLC 8 - GLAZING BEAD FOR LAMINATED GLA55 ALUM. 60G3-Tr. EMC WINDOWS AND DOORS, LLC - 9 - GLAZING ADAPTOR ALUM. GOG3-Tr. EMC WINDOWS AND DOORS, LLC 10 - GLAZING BEAD FOR INSULATED LAMINATED GLA55 ALUM. Go63-TG EMC WINDOWS AND DOORS, LLC I I ALUMINUM BUTT HINGE - SULLIVAN AND ASSOCIATES J 12 NO. 3252E BULB VINYL AIR SEAL GA5KET(13LACK) - MELTPOINT PLASTICSit J 13 - WEATHER STRIPPING - - o J 14 - GASKET - - U o w 15 - I ' X 3 3/4' X I " X 0.090' THK. ALUM. CHANNEL REIFORCEMENT ALUM. GOG3-TG - W a p <n 16 - CRL GRAY EDGETECH SUPER SPACER - GLA55 SPACER 51UCONE FOAM C.R. LAURENCE CO., INC. a & u z N n 2. o 0 3 = o d N o Z LOCK5: ACTIVE LEAP: cn w 3 POINT LOCK BY' 5ULLIVAN i A55OCIATED-" AT 42 1/4" FROM BOTTOM OF THE LEAF w W A I " X I IIa' X 1 5/6 ALUM. 7-RIB FLUSH BOLT GUIDE WA5 FASTENED TO INACTIVE LEAF LOCK5TILE WITH w (2) # 10 X 3/4' PFH 5EL`-DRILLING 5M. 5 INACTIVE LEAF: A 5ETS Of LEVER-ACITIVATED MANUAL SHOOT 60LT5 BY'5ULIJVAN 4 ASSOCIATES' AT TOP/BOTTOM A I " X 1 1/4' X 1 5/8' ALUM. 7-RI13 FLUSH BOLT GUIf)E WAS FASTENED TO INACTIVE LEAF LOCK5TILE OATH (2) # 10 X 3/4' PFH SELF -DRILLING 5M5 HINGE5: FLORIDA APPROVAL: (3) ALUM. HINGES BY 5ULLIVAN AND A550CIATEV I I I l' >� AT 1 1 3/4' FROM TOP A14D BOTTOM, 35' O.C. FL # 29477. 1 FASTEN TO FRAME_ WITH (3) # 12 X I " PFH 5ELF-DRILLING 5M5 FASTEN TO LEAF WITH YI � •+ rl� e a (3) # 12 X I " PFH SELF -DRILLING 5M5 .�;?�41 N16 W$7 Ova_ Dor./w�wc no. 6 }S 100 Z� �44"- �►Q:�ur Lzo Ywt Ne 08 OF 08 December 151h , 2020 (,US — ID -2.3 — 263q P JOSE E POLANCO, PE Prolew5ona EngInear (PE # 76919) 14927 SW 142NO CT. M:AMI FL. 331 86 PHONE: (305) 282-6757 January 17, 2024 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 1005ONE 2'"'AVE MIAMI SHORES, FL. 33138 OWNER: Oscar Jurado / ADDRESS: 108 NW 111th St 'py Miami Shores, F1. Permit #: WS-10-23-2639 AS BUILT CERTIFICATE Re: WINDOW AND DOORS WOOD BUCKS AND FASTENERS ATTN: BUILDING OFICIAL '12S/2It Pursuant to the authorization of the owner, by myself, conducted an inspection at the above referenced site and by visual inspection in order to determine its compliance with the requirements of the Florida Building Code 2020 7'h edition. I hereby attest that; the construction satisfies the requirements of the code in effect on this date: 17 of January 2024 at 10:20 A.M. My statement is based on the following detailed, methodology procedure: WINDOW TAPCONS AND WINDOW BUCK WL # 17583.1): By visual inspection during installation and verify a Ix4 P.T. wood buck at each side and top and 2x4 P.T. at bottom of opening attached with 1/4" DeWalt Ultracon @ 6" maximum from comers, 1/4" DeWalt Ultracon @ 15" o.c. maximum for Head and Sill, 1/4" DeWalt Ultracon @ 15" o.c. maximum for Jambs. The DeWalt Ultracon had a minimum embedment of 1-1/4" in to concrete lintel and concrete columns/tie-downs. The Installation had been done as FL product approval. WINDOW TAPCONS AND WINDOW BUCK (VOA 20-1216.23): By visual inspection during installation and verify a 1 x4 P.T. wood buck at each side and top and 2x4 P.T. at bottom of opening attached with 1/4" DeWalt Ultracon @ 6" maximum from corners, 1/4" DeWalt Ultracon @ 10-1/2" o.c. maximum for Head and Sill, 1/4" DeWalt Ultracon @ 13-1/2" o.c. maximum for Jambs. 1/4" DeWalt Ultracon @ 9" o.c. maximum for Max for Rails and, 1/4" DeWalt Ultracon @ 4" o.c. maximum for top of the Rails .The DeWalt Ultracon had a minimum embedment of I- 1/4" in to concrete lintel and concrete columns/tie-downs. The Installation had been done as FL product approval. WINDOW TAPCONS AND WINDOW BUCK (NOA 23-0227.06): By visual inspection during installation and verify a 1x4 P.T. wood buck at each side and top and 2x4 at bottom of opening attached with 1/4" DeWalt Ultracon @ 6" maximum from corners, 1/4" DeWalt Ultracon @ 3" maximum at stile ends and 12" o.c. maximum Head, Sill and Jambs. The DeWalt Ultracon had a minimum embedment of 1-1/4" into concrete lintel and concrete columns/tie-downs. The Installation had been done as FL product approval. DOOR TAPCONS AND DOOR BUCK (NOA 21-0114.06): By visual inspection during installation and verify a 2x6 P.T. and Ix6 P.T. wood buck at Top and 1 x 6 P.T. at each side of opening attached with V DeWalt Ultracon @ 6" maximum from comers, ''/d' DeWalt Ultracon @ 13" maximum Head and Sill and 12" o.c. maximum Jambs. The DeWalt Ultracon had a minimum embedment of 1-1/4" in to concrete lintel and concrete columns/tie-downs. The Installation had been done as FL product approval. The windows and doors wood and DeWalt Ultracon buck "are structurally sound" and in compliance with applicable Code edition and safe for the current specified use and continued occupancy. The structure also complies with all requirements of the current Florida Building Code 2020 71 edition, with the permit application approved by the Building Official, if applicable. I certify that the windows and doors bucks and DeWalt Ultracon satisfies the code in effect at the time of construction, If I Could be of any further assistance to you, please feel free to contact me. Sincerely, Jose E Polanco Phone Number: 305.282.6757 Ron DeSantis, Governor db'LW#----r 6 z• _ STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION Melanie S. Griffin, Secretary CONSTRUCTION INDUSTRY LICENSING BOARD THE GENERAL CON HEREIN IS CERTIFIED UNDER THE PROVISION ,489,, FLORIDA STATUTES E-4zMkF GONZALEZ, ELIER IGE CONSTRUCTION INC 6270 NORTHWEST 114TH STREET HIALEAH FL 33012 LICEF S Cq�1W 734 EXPIRATION DATE: AUGUST 31, 2024 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. 003761 Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL -DO NOT PAY 7215905 BUSINESS NAMFROCATION RECEIPT N0, EXPIRES IGE CONSTRUCTION INC RENEWAL SEPTEMBER 30. 2024 6270 NW 1 14TH ST 7500992 Must be displayed at place of business MIAMI FL 33012 Pursuant to County Code Chapter 8A - Art 9 & 10 OWNER SEC. TYPE Of BUSINESS IGE CONARUQION INC 196 GENERALBUILDING CONTRACTOR PAYMENTBECENED BTTrixcotLEcmB C/O ELIER GONZALEZ QUALIFIER:"' CGC1522734 . $75.00 08/30/2023 Worker(s) i INT-23-435902 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or acettificationofthe holder's qualifications, todobusiness. Holdermustcomply With any govemmental or nongovernmental regulatory; taws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles'- Miami -Dade Code Sec 6a-276. For more information, visit www.miamidade.govttaxco llector A� �® CERTIFICATE OF LIABILITY INSURANCE D11129/VDDIYYYY) 1129/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER CONTACT NAME: PHONE , (B55) 222-5919 Fax arc No Next First Insurance Agency, Inc. PO Box 60787 Palo Alto, CA 94306 OORFSS: support@nextinsurance.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: State National Insurance Company, Inc. 12a31 INSURED INSURER B: IGE Construction Inc 6270 NW 114th St INSURER C: INSURER D: Hialeah, FL 33012 INSURER E: NSURER F: COVERAGES CERTIFICATE NUMBER: 693859043 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR L TYPE OF INSURANCE OOL UBR POLICYNUMBER POLICY FFf POLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACHOCCURRENCE $1,000,000.00 CLAIMS -MADE � OCCUR ETORENT PREMISES .ow r� $100,000.00 MED EXP (Any oneperson) $10,G00.00 PERSONAL&ADVINJURY $1,000,000.00 A X NXTRQ0903K-04-GL Oa/2l/2023 08/21/2024 GEN'L AGGREGATE UMIT APPLIES PER: GENERAL AGGREGATE $1,000,000.00 PRODUCTS -COMP/OPAGG $1,000,000.00 X POLICY ❑ JPER� LOC $ OTHER: AUTCMOBILELIABILITY COMBINED SINGLE LIMIT acciden $ BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOSONLY AUTOS HIRED NOWOWNED AUTOS ONLY PAUTOS ONLY BODILY INJURY (Per accident) $ W=7 DAMAGE $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE S EXCESS LULB CLAIMS -MADE DED I I RETENTIONS S WORKERSCOMPENSATION PERUTE OTH- ER ANDEMPLOYERS'LIABILITY YIN ANYPROPRIETORIPARTNER/EXECUTIVE E.L. EACH ACCIDENT $ EL. DISEASE -EA EMPLOYE $ OFFICER/MEMBEREXCLUDEDt ❑ (Mandatory In NH) NIA EL. DISEASE -POLICY LIMIT I $ It yes, dewnbe under DESCRIPTION OF OPERATIONS below Each Occurrence: $10,000,00 A Contractors Errors and Omissions X NXTRQ0903K-04-GL 08/21/2023 08/21/2024 Aggregate: $20,ODO.00 DESCRIPTION OF OPERATIONS / LOCATIONS IVEHICLES (ACORD tot, Additional Remarks Schedule, may be attached if more apace Is required) The Certificate Holder is Miami Shores Village Hall Building & Zoning. This Certificate Holder is an Additional Insured on the General Liability policy per the Additional Insured Automatic Status Endorsement All Certificate Holder apply only if required by written agreement between the Certificate Holder and the Insured, Regarding: IGE privileges Construction Inc, License #CGC1522734, subject to policy terms an con itions. Allage Hall Building&Zoning LIVE CERTIFICATE 4Ve FL 33138 wilt SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE reserved. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD JIMMY PATRONIS CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 11/3/2022 PERSON: ELIER GONZALEZ FEIN: 472209448 BUSINESS NAME AND ADDRESS: IGE CONSTRUCTION INC 6270 NW 114 ST HIALEAH, FL 33012 SCOPE OF BUSINESS OR TRADE: Roofing - All Kinds and Drivers EXPIRATION DATE: 11/2/2024 EMAIL: IG E1010@AOL.COM IMPORTANT: Pursuant to subsection 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to subsection 440.05(12), F.S., Certificates of election to be exempt issued under subsection (3) shall apply only to the corporate officer named on the notice of election to be exempt and apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to subsection 440.05(13), F.S., notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the cerfficate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 E01587063 QUESTIONS? (850) 413-1609 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industrywho employs one or more part-time or full- time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor: Tl- CQ 4�ltt if ::bf)Q is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part- time employees or subco�factors. BY SIGNING BELOV _Y AtKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: l'� i `, Address: 406' /'w 1/1 /h S1 33-YT State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of 20 Z3_. -300A .o By who is personally known to me or has produced I -i_ L 4 G as identification. Notary: U �r " 1� V l v/t -evtnn Ya v SEAL: ��p0r ruin Vivienne Yao o_ Comm.:HH222410 ... ,�" Expires: Jan. 31, 2026 bF;`P;p�` Notary public - State of Florida Rev 12122022 Notice to Owner Page 1 of 1 ON —.0000 :o ■■ :: IGE ROOFING CONSTRUCTION PLUMBING CCC 1333143 CGC 1522734 CFC 1429669 6270 NW 114 ST Hialeah FL 33012 PH: 305-967-2117 PH: 786-606-0635 Email: ige1010@aol.com Date 11/30/2023 State of Florida County of Miami Dade Before me this day personally appeared ELIER GONZALEZ who, being duly sworn, deposes and says: That he or she will be the onverson working on the project located at: 108 NW 111TH ST MIAMI SHORES FL (FOR INSTALLATION OF WIND6WSAND DOOR ONLY) Contractor Signature Sworn to (o affir ed) and subscribed before me this day of o Z3 by Personally know OR Produced Identification Type of Identification Produced _ \P p\R N S ; R Ul2 "Q///, ;� �P'.assiorvFxPf.• �.o * : gi{}1111402 5 : o �p'.Boa Bontled