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WS-12-20-2871, 55 NW 102nd StMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 55 NW 102ND ST, Miami Shores, FL 33150 1131010180090 Contacts MARTA ARFELD Owner ALCO WINDOWS AND DOORS Contractor 55 NW 102 ST, MIAMI SHORES, FL 331501229 LOREN FRAUTE 9395 SW 13 ST, Doral, FL 33172 Business: 888-877-2526 aura@alcoimpact.com Mobile: 3058125412 Description: RETROFIT IMPACT WINDOWS AND DOORS TO Valuation: $ 21,304.00 Inspection Requests: REPLACE PERMIT#WS-12-18-3766` TotalSq Feet: 0.00� , Fees Amount Payments Date Paid Amt Paid 100% Permit Renewal Fee $220.00 Total Fees $220.00 Total: $220.00 Check # 1159 01/05/2021 $220.00 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. OWNERS AFFIDAVIT: I certify that all the foregoing information is regulating construction and zoning. Futhermore, I authorize the above r and that all work will be done in compliance with all applicable laws tractor to do the work stated. - 5=7G''� Authorized Signature: Owner / Applicant / Contractor / Date January 05, 2021 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 :DECEIVED M� . fU U EY. C H FBC 20 (-. BUILDING Master Permit No.ws-12-18-2294 3 -�6(o PERMIT APPLICATION Sub PermitNo.WSr 23� FN-jBUILDING ❑ ELECTRIC ROOFING REVISION ❑ EXTENSION MRENEWAL PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 55 NW 102 STREET City: Miami Shores County: Miami Dade Zia: Folio/Parcel#:1131010180090 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): MARTA ARFELD Phone#: „a.--55 NW 102 ST City: MIAMI SHORE State: FL Zip: 33150 Tenant/Lessee Name: Phone#: Email: AURA@ALCOIMPACT.COM CONTRACTOR: Company Name: ALCO WINDOWS AND DOORS Phone#: 888-877-2526 Address: 9395 NW 13 STREET City: DORAL State: FL Zip: 33172 Qualifier Name: LOREN FRAUTE Phone#: State Certification or Registration M CGC1526312 Certificate of Competency M _ DESIGNER: Architect/Engineer: Phone#: Address: City: State Value of Work for this Permit: $ 0.00 Square/Linear Footage of Work: Zip: Type of Work: ❑ Addition M Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: RE -NEW PERMIT WS-12-18-22N TO CALL FINAL INSP. -3--- + Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ 220. 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 approved and a reinspection fee will be charged. Signature . 54� OWNER or AGENT TMfing instrument was acknowledged before me this �,/ L ay of / v� V* 20 10 , by LL A%Tyl � (,Fel d , who is personally known to Signature Zent NTRACTOR The fore mg instrwas acknowledged before fine this � ay of !V d ✓ • 20 l 4 by who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Ny4lk1 Print: t/al�� I Seal r e r �ic Seal: AURA cJAi,�r Cc�m�nissio i GC 5 70, Nota y Pt.L'ic state o riorida J' E, '� ul LQ `< Co-missior - GG 70 Assnactor y Kssn. ,. Mp Comm. Expires J�' 26, 2023 �sK. P:,rded through Ua�ianal Notary Assn, APPROVED BY I� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 r'OFFICE OF THE PROPERTY APPRAISER : lt .. Summary Report Property Information Folio: 11-3101-018-0090 Property Address: 55 NW 102 ST Miami Shores, FL 33150-1229 Owner MARTA ARFELD LE REM MARTA ARFLED TRS MARTA ARFELD LIVING TRUST Mailing Address 55 NW 102 ST MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,504 Sq.Ft Living Area 2,171 Sq.Ft Adjusted Area 2,332 Sq.Ft Lot Size 9,180 Sq.Ft Year Built 1947 Assessment Information Year 2020 2019 2018 Land Value $212,141 $212,141 $202,184 Building Value $174,900 $174,900 $174,900 XF Value $1,999 $1,999 $1,999 Market Value $389,040 $389,040 $379,083 Assessed Value $185,408 $181,240 $177,861 Benefits Information Benefit Type 2020 2019 2018 Save Our Homes Assessment $203,632 $207,800 $201,222 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description NAVARRO SUB PB 12-59 E35FT LOT 18 & ALL LOT 19 BILK 1 LOT SIZE IRREGULAR OR 16919-3060 0995 1 Generated On : 12/11/2020 Taxable Value Information 2020 2019 2018 ... ........ ._.._......... . ..... .-- County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $135,408 $131,240 $127,861 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $160,408 $156,240 $152,861 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $135,408 $131,240 $127,861 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $135,408 $131,240 $127,861 Sales Information Previous OR Book Price Qualification Description Sale Page Corrective, tax or QCD; min 11/17/2014 $100 29493-0152 consideration 09/01/1995 $125,600 16919-3060 Sales which are qualified 08/01/1993 $112,500 16048-3152 Sales which are qualified 07/01/1991 $65,000 15095-1207 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp https://www.miamidade.gov/Apps/PA/propertysearch/ 12/ 11 /2020 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 55 NW 102ND ST, Miami Shores, FL 33150 1131010180090 Contacts Description: RETROFIT IMPACT WINDOWS AND DOORS Valuation: $ 21,104.00 Inspection Requests: an i �M Total Sq Feet: 0.00" Fees Amount Application Fee - Other $50.00 CCF $13.20 DBPR Fee $3.30 DCA Fee $2.20 Education Surcharge $4.40 Scanning Fee $12.00 Technology Fee $5.50 Windows/Shutters Fee $170.00 Total: $260.60 Payments Date Paid Amt Paid Total Fees $260.60 Check # 1323 01/08/2019 $210.60 Check # 1319 12/27/2018 $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. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Sign`aiure: w er / Applicant7' Contractor / Agent Date January 08, 2019 Page 2 of 2 j-4 "�r11 V �"', 1� Miami Shores Village �o�I Building Department LBY_. 1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 "T Tel: (305) 795-2204 Fax: (305) 756-8972 �-y INSPECTION LINE PHONE NUMBER: (305) 762-4949 (( FBC210C::) BUILDING Master Permit No.�50 PERMIT APPLICATION Sub Permit No. XBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP � � CONTRACTOR DRAWINGS JOB ADDRESS: �� .? ��V W • 142 2, � % City: ++Miami Shores County: Miami Dade Zip: '-33� / !) Folio/Parcel#: i 1 31 0 - C2 1 S "00 9d Is the Building Historically Designated: Yes NO S Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): A-2 6IR7-A /7 !� Phone#: 405 7S6 O .3D Address: S W O Q �' City: State: zip: Tenant/Lessee Name: Phone#: Email: -ii ,3 1'f 1� 1='� L.1� _ �'J, i �t aGy�Yl^- c� 1� %CONTRACTOR: Company Name: _j"1`(-o 1V-�j i Vy"13St�G,� fJ�s Phone#: � �� I IT- 0Ja6 Address:gs'br) 1N y `6`'-. !C � 1(0 A City: State: F11 Zip. : Q_ QualifierName: "'�f`�}"�-� Phone#: State Certification or Registration #: I✓6416 ),'S 2- 10�2 I 1- Certificate of Competency M DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 1 1� aJ Square/Linear Footage of Work: Type of Work: ❑ Addition Description of Work: ❑ Alteration ❑ N r/Replace ❑ Demolition Specify color of color thru tile: /coSubmittal Fee $ SO � t� Permit Fee $n ,20 - CCF $ CO/CC $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $21lb, e (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT Signature CONTRACTOR The foregoing instrum\e�rtt wras acknowledged before a this The foregoing instrument was acknowledged before me this "1 day of `FV V r .20 by . 25 day ofIr, 20 r , , by maM 4146 Idwho rsonally known to i wh personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: N, Print: d%r k tJotary Public State of Florida Seal: . My Commission GG 221739 j� Expires 05/27/2022 as me or who has produced identification and who NOTARY IC: Sign: Print: Seal: K an oath. Sasha I Touzet My Commission GG 221739 Expires W27/2022 as *********************************************************************************************************** APPROVED BY "t Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 'P"FF1"`hE ftF THE PROPERTY APPRAISER U U U 3 Summary Report Property Information Folio: - 41-3101-018-0090 Property Address: 55 NW 102 ST Miami Shores, FL 33150-1229 Owner MARTA ARFELD LE REM MARTA ARFLED TRS MARTA ARFELD LIVING TRUST Mailing Address 55 NW 102 ST MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,504 Sq.Ft Living Area 2,171 Sq.Ft Adjusted Area 2,332 Sq.Ft Lot Size 9,180 Sq.Ft Year Built 1947 Assessment Information Year 2018 2017 2016 Land Value $202,184 $202,184 $202,184 Building Value $174,900 $162,307 $162,307 XF Value $1,999 $1,999 $1,999 Market Value $379,083 $366,490 $366,490 Assessed Value $177,861 $174,203 $170,620 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $201,222 $192,287 $195,870 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description NAVARRO SUB PB 12-59 E35FT LOT 18 & ALL LOT 19 BILK 1 LOT SIZE IRREGULAR OR 16919-3060 0995 1 Generated On : 11/15/ Taxable Value Information 2018 2017 2 County Exemption Value $50,000 $50,000 $50.. Taxable Value 1 $127,861 $124,203 $120. School Board Exemption Value 1 $25,000 $25,000 $25.. Taxable Value 1 $152,861 $149,203 $145.. City Exemption Value $50,000 $50,000 $50. Taxable Value 1 $127,861 $124,203 Regional Exemption Value $50,000 $50,000 $50. Taxable Value $127,861 $124,203 $120. Sales Information Previous Price O Book- Qualification Description Prev e Page 11/17/2014 $100 29493-0152 Corrective, tax or QCD; min consideration 09/01/1995 $125,600 16919-3060 Sales which are qualified 08/01/1993 $112,500 16048-3152 Sales which are qualified 07/01/1991 $65,000 15095-1207 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appra and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowle e t: 10 -2Z)r g Qu if r/Owner Signature Date Print Name CFN: 20180749864 BOOK 31253 PAGE 602 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 7AX FOLIO NO.1 !"• 1t; ! ' 01 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 12/13/2018 11:05:54 AM Y RUVIN, CLERK OF COURT Space above reserved for use of recording office 3.Owner(s) name and address - Interest in property: i .ilC�iZC�4' Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: t' f' l� i : Iti_ rx_r_s-; tlY�ca . 1`r.r-° 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. B. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor% Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a dUW M date Is speclfledl WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of s) or r(s)' horized ficer/Director/Partner/Manager Prepared By Prepared By Print Name ''� Print Name Title/Office TitlelOffice STATE OF FLORIDA COUNTY OF MIAMI-DADE i( ( The loreoing in w c n edged before me this; day o f� [l11fi�? dividually, or ❑ as for ersonally known, or U produced the following type of Identif' tion: Signature of Notary Public: Print Name: (SEAL) Sasha I T>wzel • MY Conn MW GG 221739 VERIFICATIONG rj Tara Hxpiros9af2712022 Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signatures) of Owner(s). or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By 123 M-52 PAGEa s17 :•••:. SITE SPECIFIC WINDLOA4I PEItTIFIC,4TE. •' AL-FAROOQ ' CORPORATION •••:•- 9360 Sunset Dr. I STE 220 I Miami, FL 33173 I T. 305.264.8100 I F. 305.262.6978 l www.afaang.com l alfarolzc}@afceigg.aom • • • • •••••• Project Number: 109124-7582 Date Requested: P.M ---- Client: SASHA TOUZET Mailing Address: SASHA TOUZET • • • ALCO WINDOWS AND ALCO WINDOWS AND DOORS DOORS 9550 NW 12 ST, BAY 16A 9550 NW 12 ST, BAY 16A DORAL, FL 33172 DORAL, FL 33172 Project Address: 55 NW 102 ST Job Name: MARTA ARFELD MIAMI SHORES FL 33150 Wind Speed 175 mph ' Risk Category 2 Building Classification Enclosed Exposure Category C Roof Type Sloped Mean Roof Height 15.00 ft Elevation of Opening 15.00 ft Least Horizontal Dimension N/A General Calculations Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 0.85 Velocity Pressure Coefficient (Kz) 0.85 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 56.6 psf Velocity Pressure (Qz) 56.6 psf Gcp Zone 4 +1.00, -1.10 Gcp Zone 5 +1.00, -1.40 Gcpi +/- .18 Notes Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10 & 2017 FBC. Design Trib. Area (ft 2) Zone 4 Zone 5 10 +40.1 7-43.5 +40.1 , -53.6 d=90% OF LEAST HORIZONTAL DIMENSION HEIGHT 'H' FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT 1 d ! { Valid Only with Engineer's Seal DEC i � 2 1 @ 2018 , Copyright AI-Farooq Corporation CAN (EB) #3538 ALCO. Windows and Docrg' 888.877.ALCO WINDOW DOOR SCHEDUL Owner Name: Job Address: 55 NW lods+ AA161,Ml 'F(, WINDOWS / DOORS MULLIONS # SIZE (W H) APPROVED PRESSURE pos / neg REQUIRED PRESSURE pos / neg IMPACT YES / NO PRODUCT APPROVAL NUMBER YES NO PRODUCT APPROVAL NUMBER 39 YO h I 4M4'D 46. 1- 53,0 K HL ) A q X 5�)y —3 +8�b�_W f - -1 - + � go, I, 1-_c) �,2. � 'S ft 3 /q x 50 V� +:�D�-1 5 NeS 1 -1 - I 4- 3 -'Iq X 5 64) + n I J-1 --90,,N-5 S ,5 3 31 -3/1 *�-b I I-W 41 516 N � D 3 �,-31 q)(50V) 1 +-IC)I--) Ics g I I v I I QQ fL -) 035 d- r4c) ^3(p N y 5b Y-) +-(%DL s-D t .-7 ,9 +qc.) FL 3(o 3/050X) OL- n +,k46,.j,j-_58, LJ(535D�) lqx3g 4 iL(J-S-Z f H (D � -to i',,e S V/ q -X 50 Y_x + M � I to f 1 3"6 jxa x g i r� oD c� 9 -a 3V 3/qx 50 +-&Z j-n 53. V ve, S I'l, oz le a 1'7 -0 "T 01 IT 0Z .9 AoN x rp Y.a -l-&D,/-kD I q VNN Y DSO /-S-D +40-11-s3AP I ves rL a(dA- 4 3. 33lq y, 5g +&61-ft �0! 0-51(o rL C) a 3L3/q >(r-)D V, +-� I- n 4t,10JI/-53AC FL, 9L 3�q xm_) *m-g-b +(-ioJ t05 xlv ,,�01)44x teaWtj. +,8*80 \'I-cj -6s R. 4k(l 04tuA in -e;IqC., Wt._314-*80VW Ft2u352,-a 9550 NW 12 St Ste-16A Doral, FI 33172 Quote # 42312 ` Phone:786-554-0485 Fax: 000-000-0000 • • • • • • •• •• • ALCO Email:luis@alcoimpact.com Windows and Doors •••••• • '• "'••• .`«* 'SMn and 4 fiwo! — 000.077.2520 • •••••• • •••••• Prepared by: Alco Windows And Doors Llc pent Name: Carlos Alvarez •••• • •• ••••• • • .••.•. ••. • .•... Job Name: Marta Arfeld Client Address: 9550 NW 12th St Unit 16A Doral, FL 331 j2. • • ' •; ... • •. Rep: DP 1 •..••• • • • Mark Qty Product Width Height Config. Frame 90 Days Ortbemax• Pressup&..•: 1-FRONT-DOOR 1 Mg3000LM1 38.25" 81.0" x White No •�.•,1'80/-80 Glass 3/16 GRAY HS 1. 0.090 PVB (WHITE INTERLAYER) -1- 3/16 CLEAR HS Hinges .3 Mark 2-4-7-8-9 Glass Looking from the outside' 35 3/4" fl 38 1 /4" Three Point Two Point Flush Sell each Sell total Lock Lock Bolt Handle $1,420.56 $1,420.56 1 N/A N/A Crest Qty Product Width Height Config. Frame Screen 90 Days Bluemax 5 MG-2.00 LMI 36.75" 50.5" EQUAL White Yes No 1 /8 GRAY HS + 0.090 PVI3 + 1 /8 CLEAR HS -�-- 36 3/4" —�- Hardware Sell each Sell total N/A $433.76 $2,168.78 Pressure i-80/ -80 Looking from the outside. 10/.31 /2018 Nate 1 of 7 • see* 00 Client Name: Carlos Alvarez • • Client Address: 9550 NW 12th St Unit'] 6A Doral, FL 3310• • • 1• • •; • ! • !! ! • •••••• • • Mark Qty Product Width Height Config. Frame Screen 90;DaVVluemAx Pressuae.•R: 14-18-21-22 4 MG-200 LMI 36.75" 50.5" EQUAL White Yes No ••••�'+80/-80 Glass 1/8 GRAY HS + 0.090 PVB t- 1/8 CLEAR HS fV CD Lfl 00 m fV ALCO Windows and Doors 808.877.2526 9550 NW 12 St Ste-16A Doral, FI 33172 Quote # 42312 Phone:786-554-0485 ! Fax: 000-000-0000 • • ` • • • Email:luis@alcoimpact.com " •� Prepared by: Alco Windows And Doors Llc Job Name: Marta Arfeld Rep: DP Lookntg front the outside -�— 36 3/4" —�- Hardware Sell each Sell total N/A $433.76 $1,735.02 Mark Qty Product Width Height Config. Frame Screen 90 Days Bluemax Pressure 5 1 MG-200 LMI 36.75" 37.75" EQUAL White Yes No +80/ -80 Glass 1/8 GRAY HS + 0.090 PVB (WHrrE INTERLAYER) 4- 1/8 CLEAR HS � rk' ft.{, m t m00 ..oa ifig om .x rm site. �-- 36 3/411-�- Hardware Sell each Sell total N/A $368.70 $368.70 10/:31/2018 Page 2 of (�)k1 ALCO Windows and Doors 'e,k,, 4mt :,"Nil:f: 888.877.2526 9550 NW 12 St Ste-16A Doral, FI 33172 Quote # 42312 Phone: 786-554-0485 Fax: 000-000-0000 • • • • • • Email:luis@alcoimpact.com •• :•• •• •• Prepared by: Alco Windows And boors LIc Job Name: Marta Arfeld Rep: DP Mark 10-1:i Glass • Client Name: Carlos Alvarez • • • • • • • • • • •. Client Address: 9550 NW 12th St Unit 16A Doral, FL :33172 • • • • •• •• •• •••••• e Qty Product Width Height Config. Frame Screen 90 DPys Ptrjemax• Pressul% •. •: 2 MG-200 LMI 19.01, 38.0" EQUAL White Yes No • • • � � • � 80/ -80 • 1/8 GRAY HS + 0.090 PVB (WHITE INTERLAYER) 1 1/8 CLEAR I -IS 60 -�-- m= 00 00 -41 4--1gig 4 Looking from the outside Hardware Sell each Sell total N/A $300.07 $600.13 Mark Qty Product Width Height Config. Frame Screen 90 Days Bluemax 11 1 MG-300 LMI 73.75" 50.5" X0 White Yes No Glass '1/8 GRAY HS + 0.090 PVB + 1/8 CLEAR I -IS cV O Ln 35 3/4" -�- 73 3/4" Hardware Sell each Sell total N/A $793.91 $793.91 Pressure +80/ -80 Looking from the nut.Side 10/31/2018 Page 3 of 9550 NW 12 St Ste-16A Doral, FI 33172 Quote # 42312 fit i ` Phone:786-554-0485 Fax: 000-000-0000 0 ALCa • • •• • ••' • ' 00 Ernail:luis@alcoimpact.com ' Windows and Doors on"I So 666.677.2526 • • • • • • • • • Prepared by: Alco Windows And Doors L.Ic Client Name: Carlos Alvarez •••• • •• 00;0f.• Job Name: Marta Arfeld Client Address: 9550 NW 12th St Unit 16A Doral, FL3319Z;''; "' • : ""• •• •• •• •••••• Rep: UP • • • • • Mark Qty Product Width Height Config. Frame 90 Days•Blueonax • Pressurl • '12 1 Mg3000LMI 38.5" 81.0" X White No •' ' •"0tfi0/-80' ' •• • Glass 3/16 GRAY HS + 0.090 PVB 1- 3/16 CLEAR HS Hinges 3 Mark 19 Glass 36"fl 38 1 /2" Three Point Two Point Flush Handle Sell each Lock Lock Bolt $1,357.27 1 N/A N/A Crest Qty Product Width Height Config. Frame 1 Mg3000 LMI 34.75" 81.0" X White 3/16 GRAY HS + 0.090 PVB 1- 3/16 CLEAR HS Sell total $1,357.27 90 Days Bluemax No Looking from the outside Pressure +80/ -80 Looking; from the outside 32 1 /4" 34 3/4" Hinges Three Point Two Point Flush Handle Sell each Sell total Lock Lock Bolt $1,281.25 $1,281.25 2 1 N/A N/A Crest '10/31/2018 Page 4 of 7 9550 NW 12 St Ste-16A Doral, FI 33172 Quote # 42312 U3 Phone:786-554-0485 /� Fax: 000-000-0000 ALCOEmail:luis@alcoimpact.com Windows and boors 886.877.2526 Prepared by: Alco Windows And Doors Llc Client Name: Carlos Alvarez Job Name: Marta Arfeld Client Address: 9550 NW 12th St Unit 16A Doral, 1=L 33172 Rep: DP Mark Qty Product Width Height Config. Frame Screen 90 Days Bluemax Pressure 20 1 MG-300 LMI 73.75" 38.0" X0 White Yes No +80/ -80 Glass 1 /8 GRAY HS + 0.090 PVB + 1 /8 CLEAR HS 00 m L.00kmg froin the outside; •••••• • • • • • • • •••••• • •• •••••• • .. ....o . .. ..... •••••• ••• • ••••• • 35 3/4 73 3/4" ' Hardware Sell each Sell total • • • N/A $658.90 $658.90 Mark Qty Product Width Height Config. Frame 90 Days Bluemax Flush Adapter 23 1 Mg400 LMI 65.0" 65.0" CIRCLE White No Yes Glass 3/16 GRAY HS + 0.090 PVB + 3/16 CLEAR HS Hardware N/A 10/.31 /2018 Sell each $1,042.57 Sell total $1,042.57 Looking from the outside Page.'.') of 7 9550 NW 12 St Ste-16A Doral, FI 33172 Quote # Phone:786-554-0485 /� ^ Fax:000-000-0000 ALCV Email: luis@alcoimpact.com Windows and Doors ...?;r "4 an't 1— ndcc-- eee.e77.asse Prepared by: Alco Windows And Doors Llc Client Name: Carlos Alvarez Job Name: Marta Arfeld Client Address: 9550 NW 12th St Unit 16A Doral, FL 33172 Rep: DP Mark Qty Product Width Height Config. Frame 90 Days Bluemax 241 1 M;400 LMI 59.25" 62.75" SQUARE White No Glass 3/16 GRAY HS + 0.090 PVB + 3/16 CLEAR HS d' M N 59 1 /4" �- Hardware Sell each N/A $753.74 Mark Otv Product Width Height Config. Frame Screen MG-200 LMI 44.0" 62.75" EQUAL White Yes Glass 1/8 GRAY HS + 0.090 PVB + 1/8 CLEAR HS .a 4 V N N O M Hardware Sell each N/A $620.90 42312 Flush Adapter Pressure No +52/ -52 Looking from the outside' •••••• see • • • • • • • • • • •' 96 • •000000 •••0• • • • • • •••• • •• ••••• •••••• ••• • ••••• •• •• •• •••••• • • • • • • 000 • • •• • •• • • • Sell total •..•.• $753.74 90 Days Bluemax Pressure No +80/ -80 Sell total $1, 241.80 Looking frond the outside 10/31 /2018 Page 0 of 7 9550 NW 12 St Ste-16A Doral, FI 33172 Quote # 42312 • Phone:786-554-0485 Fax: 000-000-0000 ALCO Email: luis@alcoimpact.com Windows and Doors <0111 Al ands.•, �. 888.077.2526 Prepared by: Alco Windows And Doors l..lc Client Name: Carlos Alvarez Job Name: Marta Arfeld Client Address: 9550 NW 12th St Unit 16A Doral, Ft. 33172 Rep: DP SL.Immary System Summary Price Summary Total Products 4 Total Sell $13,422.63 Horizontal Roller (MG-300) 2 Sgft Summary French Door (MG-3000) 3 • Picture Window(Mg400) 2 Single Hung(MG-200) � • ;'Yn.",tlft •..• �•••,. Horizontal Roller(MG-300) : **.33*,; •� Single Hung (MG 200) 14 - French Door (MG-3000) • • •; • • fi1.72•sgft Picture Window (Mg400) 25.82 sgft �••••� Total Sgft • • • $0y.8.7%-gft ..... Notes: ' .. .. .. ...... Can we make the mullions 1x3? •••••• ' Mark 23 It is Only 1 Circle not 2 ���••� .. . All rates apply, only line items mentioned are included. Customer agrees to pay all cost/expenses incurred collecting any amount due, including attorney's fees and associated expenses. A $25 charge is added to checks returned and 1.5% monthly interest fee for past due balance. Quote valid for 30 days. THIS QUOTE IS SUBJECT TO FIELD VERIFICATION. Accepted By: 10/31 /2018 Accepted Date: Pace 7 M 7 alcow/Eco Window Systems Online LC ALCO WINDOWS AND DOORS LLC wYndows andDoors 9550 NW 12 STREET UNIT#16A DORAL FL 33172 Sales. and ServiceEEM 8b>x.8ti 7.526 eco Window systems P:888-877-2526 Purchase F: 305-723-0567 Order Prepared By Email Date Alcowindows Alcowindows es adrian@alcoimpact.com Wednesday, December 5, 2018 PO # Job Name 169394 Marta Arfeld Mark Description Qty • • • • •dnit Prise • • Subt@MP • 3-6-15 Eco Window Systems - Casement Window 500 - L.M.I. XR 3 .0.0$521.2.% . $15637V. White ' ' ' Screen: Yes Size: 36 3/4 x 50 1/2 00*000 • • ' ' Glass Makeup: 1/8 HS + .090 PVB + 1/8 HS ' Glass Color: Grey . . . . ' .... .. Glass Interlayer: Clear """ PSF: +70.0 -75.0 0 0 Egress: 1st Floor: Yes 12nd Floor: Yes '.•'.' 3 Comments Total Units Charge 50 with card on File , Total $1563.75 Page 1 of 1 %I MIAMI•DsADE MIAMI-DADE COUNTY 740, PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govleconomy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) r4tNe the right..:. to have this product or material tested for quality assurance purposes. If this produc: or material fails to . perform in the accepted manner, the manufacturer will incur the expense of such•teltiag and;Sa� AIJ may • • % • immediately revoke, modify, or suspend the use of such product or material withi'i fMr jurisdiction. Rln•,,,; reserves the right to revoke this acceptance, if it is determined by Miami -Dade lrftty Pfddudt.Contr'bl Section that this product or material fails to meet the requirements of the applicable $u11ding code.* • ' • This product is approved as described herein, and has been designed to comply. pipi the FloMa Auilding Code, including the High Velocity Hurricane Zone. • •, •„ • DESCRIPTION: Series "Eco-Guard 500" Outswing Aluminum CasementAndow — L.1►•'1..l -. : . • • • • • APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Cuts wtmg Casement Wdw:. •. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision F dated 09/27/17, prepared•�y•Q?Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0406.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P. E. Z NOA No. 17-1011.22 Expiration Date: May 19, 2021 �J Approval Date: December 21,2017 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ...... 2) Uniform Static Air Pressure Test, Loading*gVFj3C TS 2p2-94 • 3) Water Resistance Test, per FBC, TAS 202.94-.. : '..' ...... 4) Large Missile Impact Test per FBC, TAS 29Is94 9• • 5) Cyclic Wind Pressure Loading per FBC, TAM3-94 V. • 6) Forced Entry Test, per FBC 2411 3.2.1, T4 .:0;-94 ;..•0" • along with marked -up drawings and installation diagram of araWent windby¢, prepared by Hurricane Engineering and Testing, Inc., Test Reort2 #.40. • HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and'seale4 j&r;Andidb•'•'• F. Font, P.E. ' .. . .. . (Submitted under NOA No. 11-0309.06) ' C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t' Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 E - 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNTuwED) 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS ...... . .. ...... 1. Drawing No. W11-05, titled "S-500 Alum. Outswing CasemtAt VTw. (L.1Vl•L)", :....: sheets 1 through 6 of 6, dated 02/23/11, with revision F date4DFjj?/17, jraAgted by;,,.,, Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.4. o: ... 0 0:.0' B. TESTS 1. None. :...:. ...... C. CALCULATIONS • 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC Stn Edition (2014), with FBC 6tn Edition (2017), and of no financial interest, dated September 26, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.10, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 07/02/15 and expiring on 05/19/21. jar% z,46w Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 E-2 ECO-GUARD SERIES-500 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN OR SMALLER) — 75.0 PSF 1/8" TEMP. GLASS 3/8' AIR SPACE 1/8" HEAT STREN'D. GLASS 71/8" HEAT STREN'O. GLASS .090" Interlayer 090" Interlayer Trosifol PVB 'kumray Trosifol PVB 'kumray `By America, Inc.' �By America, Inc.' 1/8" HEAT STREWD. GLASS 1/8" HEAT STREN'D. GLASS d Z�DOW SIUCONE CORNING 899 m SILICONE I�DOW CORNING 899 In y 3 I! \ II II II 20 !I r I. r i, I I 20 ii i tW o W 19 1/4 POINTS ?ALL SIZES SETTING BLOCKS AT INSUL LAM. GLASS GLASS TYPE 'A' GLASS TYPE 'AA' TO CLEAR BLOCS LEG GLAZING OPTIONS FALSE MUNTINS 29 3/8' (SURFACE APPUED)__� O.L. OPG MAY BE USED m 12' U 0 Z g 3 O W q W 2 z Z aI � o OHpq M 8 O 0 n I .J. J 3 (n n L � c7 W �w � 6 POINT LOCK z O 3 LM N LOCKING POINTS SEE CHART p� o 00 'n _y WDW. HEIGHT NO. OF KEEPERS a Z 3 �' o UPTO 26' AT SASH 2 o O N —I L) Lw 38-3 8" 3 I rn LlO W 00 M F 50-5 8' 4 0 " 5 (�( 76 76• 6 IIIIIII I 3/16' HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By kummy America, Inc.' 3/16' HEAT STREN'D. GLASS SILICONE NOTE: Im rDOW CORNING 899 GLASS CAPACITIES ON THIS SHEET ARE w • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • AND FLORIDA BUILDING COMMISSION • 3B 9 • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 • • ••• • • �� • 20 • 0 • • • ����1! i . .(-.-DUCTdPEV:SED �� UGENSt" s>, :epiyic3 with L W FIlq ds �y • • • • • • i'1'`+11doU•ZL • • • •irplrcaoj Dete _ • • • GUSS TAN iB'• • • • � nu Iy�t Pr tCoLahol �- - ORLOP ,rO��/ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • • •• •• ••• • • • ••• 0 s drawing no. W1 1-0, BUCK METAL f-__ _______________i"I EDGE STRUCTURE II MM--DADE COUNTY APPROVED II DIST. MULLION & MULLION ANCHORS I SEE SEPARATE NOA II I EDGE DIST. I I I II TYPICAL ANCHORS I 'n 9 1 TYPICAL FOf TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' DIA. ULTRACON BY 'ELCO' (F-177 KSI, Fy-155 KSI) WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR 'ANTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. 1BY WOOD BUCK INTO WOOD STRUCTURE = 1" MIN. 17 INTO METAL STRUCTURE = 3/4" MIN. 16 • • • • • • • 4#OOD•AT JOEAD, •Siµ OR JAMBS SG - 0.55 MIN. • • • • CONCRETE•AT MEAD, SILL OR JAMBS f c - 3000 PSI MIN. Y • • • • C•9041O&OW?rFlLLED NORMAL WEIGHT BLOCK AT JAMBS Pm = 2000 PSI MII VGE1i3F'. Tr l L ANCVRS • • • • • • Exp vtm E .te 0 /,sbr"l SEE ELEV. • • • • 0 tt1 •!pde rz'TR10O�F FOR SPACIfByG• • ••• • O F". i.t:vUvi `.•' �'� . jW: ii� y�Se •••••. ��``�� EDGE DIST. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � V.V 0 F q Z � 6 i C ° o_ O OR yg_ LLz�� aW�f� 0 d J t 3 Ld w 3rn S O co O � Z 3_j m 3Z�o M N (5 ' w I L\I 06 o drawing no. W11-05 U N O 1/4' MAX. I 1/4' MAX. 11 SHIMS SHIM 1I.. b SHIM © 5 O W OD BUCK W Z �18 � 12 4 Z s TYPICAL ANCHORS 2BY W000 BUC j Q V SEE ELEV. Clilj N TYPICAL SANCHORS ELEV. __________SCREEN OPT. ________________ a.( FOR SPACING OD SfRU E C µl FOR SPACING / C 1 1/2 R N > V v 0 - -- __- Bo p y�E e� 14 C 2 3 '�Fy1S N S LL=NLL 1 8 7 • TYPICAL ANCHORS Q w M f EXTERIOR [SEE ELEV METAL� ° FOR SPACING 0 STRUCTURE D.L OPG. _ o s U VENT WIDTH m 3 m WIN00W WIDTH 3 N LLI Nip L T M N MUA11-DARE COUNTY 00J N APPROVED MULUON Z SEE SEPARATE NOA 3 3 Z}} TYPICAL ANCHORS 3W n r 2 SEE ELEV. FOR SPACING o 0 NJ / LO o0 W coo If---ll O I I II II - II II II II I 1 !!22 Oa II II cCiLL F� WINDOW WIDTH WINDOW WIDTH o N •• ••• • • • • • •• • • • • • • • • • m o • • • • • • • • • • • Ill llllt m PRODUCT REVISED 0 as complying wilh t Florida _` a" • • • • • • �':.,e/c nce Flo j,-10!/.1L _ g • • • • • • Expi,ltion Dace • • • • • • • • • • • • • By _a�3_2 : ® ATE OF drawing drawing no. • • ••• • • MSisaRDode Product (X;rtmi �ii��e• .•ORIO G�G `\� W11-05 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING C 15 ' I ALT. FOR SPACING F-___________________�� I MIAMI-DADE COUNTY APPROVED I MULLION do MUWON ANCHORS I I I� SEE SEPARATE NOA jl I, II I LEDGE DIST. I I I I '1------ '----------J• TYPICAL ANCHORS ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING . a il PF_� T-- - _ TYPICAL ANCHORS SEE ELEV. FOR SPACING 5 of 0 a © •• • • • •• ALT. • • • • • • e • • INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER •.^, ,!�! , T REAISFD ♦ • • lo.... c�le fI -17 ,•irZ • • . • • i • • • • i • • • • • •�P�:-1,Y ti.. •d�q y,� -- — � • • 00. • n�.v,li �ud�Pr It-�cancn4 • •• •• • • • •• •• ••• • • • ••• • • �o W O I z ; O� M 00 LI� O g4 OHM 8 O 6 O pyip 0 n J n � m � n W to w co ✓t co rM � !is 0 00 N }} ro n V 0n , N Li00 J rc � 716 N . 71M ' 3` STATE OF drawing e I FRAME HEAD/SILL/JAMB 2.354 I". -y I 2.094 I�--TU�`�--I� .372 .062 Fes- �n� 2.813 9 1 11 .590 f�--1.582 ---� O2 VENT F^jI- 519 .803— .oa5 1.047 GLAZING BEAD (5/16" LAM. GLASS) �{ �­130 .803 �1.172J GLAZING BEAD (INSUL. LAM. GLASS) y —.394 .803 I .oso i,o47 L 3B GLAZING BEAD (7/16" LAM, GLASS) 2.688 3 L .062 500 69 h 2.811 is FLUSH FRAME ADAPTER 1.750- .493 1.750 .493 14 CORNER KEY 245 .760 [.120 ��I 1.256 --I{ SNUBBER - FRAME L45.780120 i ____T J .720 L O SNUBBER - VENT ITRM PART / QUANTITY DESCRIPTION MATRRIAL MANF./SLTPLlER/R%MARKS 1 E501 4 FRAME HEAD/SILL/JAMS 6063-TB 2 E502 4 VENT 6063-T6 3 FYI 08 AS REGD. GLAZING BEAD (5/16- LAM. GLASS) 6063-T8 3A E505 AS READ. GLAZING BEAD (INSUL LAM. CLASS) 6063-TB - 38 FY109 AS REDO. GLAZING BEAD (7/16' LAM. GLASS) 6063-T6 - 4 E508 AS READ. SNUBBER - VENT, FULL LENGTH 6063-TB - 4A E509 AS REGD. SNUBBER - FRAME. FULL LENGTH 6063-T6 - 5 E506 OPTIONAL SCREEN FRAME 6063-T5 - 7 #10 X 1-1/4' AS REQD. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS 8 E203 AS REQD. BULB WEKMERSTRIPPNG, DUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 AS REQD. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB 10 35.12.00.400 2/ VENT 4 BAR HINGE. AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2) #10 X 5/8' SDS 11 13096.92 1 MULTI POINT LOCK SY51EM ZAMAK TRUTH 12 - 6/ VENT KEEPER STEEL - 13 - 1/ VENT ROM OPERATOR ZAMAK/STL TRUTH 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - 15 FY120 AS REGD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 16 - 3 MITI SAG SKATE NYLON M&M PLASTICS 17 #10 X 1-1/4' 2/ SKATE FH SDS SKATE SCREWS - - 18 /8 X 3/4" AS REQD. FH SMS SNUBBER SCREWS - IN PAIRS 2" APART. PAIRS SPACED AT 7-3/4' O.C. 19 - 2/ L11'E SETTING BLOCK, 3/16' X 3/4' X 4' LONG LPDM DUROMETER 80t5 SHORE A 20 FLB-50 - GLASS SPACER - 1/8' HIGH SILICONE FRANK LOWE 21 - - INSUL CLASS EDGE SPACER ST. STEEL CARDINAL XL SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY LOCKS: MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS OPERATOR: •• ••• • ` • • • w` SINGLE ARM ROTO OPERATOR #52.13.012 'TRUT6': • • • w • LOCATED AT SILL END • • • • • • • • • FASTENED WITH (6) #10 X 1" P PH SMS-0 ••• •• • • • •• OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1" P PH SMS ANTI -SAG SKATES: • • •>� a �, loll.tl VINYL ANTI -SAG SKATES BY 'M&M PLASTOCS' • • • • • • r I �'� (2) AT LOCK STILE AT 6-3/4" FROM f0 ?BOTIGIR RAJ • ••• I. • w • P s (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • w • •• •• ••• • • • ••• • • crowing no. W1 1-05 u V. Lq w 1 Q q ^ Z3 h < 14 $ z tL 0 oM 14 O O WOIf � O / = o N / 3:cn o / w 3 p Li I c to �W 0 GoM N I Z�` o 0 �LJ a w to O VENT CORNER FRAME CORNER _� V � u cn � o= ): �'P cErlsF-'-'O »a>xPINnB wish the Ftarida � .' � N � o — � • • • • • • • nc a mnce va 1 wil zx— = a • • • •• • • • L•y e_intiixi[1meJT51sdrawing • • • • Nr�iDaeP etCohonoC. ': .... W11—OJ I))I AL 11N\ sheet 6 of fi ;; • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DBYk ttolm 4017 MBPk rOSPA t)ttk131CM8 CbbYTACYi'ikfMti, bo Product Approval I r USER: Public User Product Approval Menu > Product or Application Search > Lpplication List > Application Detail FL # FL20352-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com • • • • Authorized Signature Ulises Senaris • • i • • • • ulises@mrglasswindows.com • • • • • • • Technical Representative • • • • • • • • • • Address/Phone/Email • • • • • • • • • . • • • •••••• ••• • ••••• Quality Assurance Representative • • • • • • • • • • • • Address/Phone/Email • • • • • • Category Windows •'� • • • •• Subcategory Single Hung • •• • � � • • • 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 the Javad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. ,,' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL20352 R2 COI SS -Series MG-200 Alum Single Hung Window LMI-SMI)_ CI 2017.pdf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Method 1 Option D 01/15/2018 01/16/2018 01/21/2018 04/10/2018 FL # Model, Number or Name Description 20352.1 I Series MG-200 Aluminum Single Large missile impact resistant aluminum single hung window. Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-140 Other: See attached drawing W16-20 for span vs. load combination and installation details. Installation Instructions FL20352 R2 II SS -Series MG-200 Alum Singe Hung Window(LMI)-2017 DWG W16-20.pdf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL20352 R2 AE SS -Series MG-200 Alum Single Hung Window (LMI) -PAE 2017.pdf Created by Independent Third Party: Yes 20352.2 i Series MG-200 Aluminum Single Small missile impact resistant aluminum single hung window. Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-140 Other: See attached drawing W16-21 for span vs. load combination and installation details. Installation Instructions• • a - - - - •... FL20352 R2 II SS -Series%& 20 jAlum �r qle ng Window SMI)-2017 DWG W16-21.pdf • • • • Verified By: Javad Ahmad k S92 • • • • • • • Created by Independent Tllifd": Yes • • Evaluation Reports • • • • 9 • • 0000 FL20352 R2 AE SS -Series M1-2CA�Gi legig Window (SMI) -PAE 2017.pdf • • • • • Created by Independent T%% P&V: Yes • • • • • • • • • rc;,,-,, • • • • • • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 • • • The State of Florida is an AA/EEO employer. j;oqy.�ght 2007-2013 State of Florida.:: Privacy atatement :: 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 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(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 emails 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 public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: etheck Credit Card Safe • AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL20352 Date: 01/08/2018 Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166 Model Name: SERIES MG-200 ALUMINUM SINGLE HUNG WINDOW Maximum Width: 53-1 8" Maximum Frame Height: 96" Maximum Load: +80 PSF, -140 PSF (Large Missile Impact) Installation Drawings It W16-20 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirefnents' The above maximum parameters do not occur simultaneously. .... • See installation drawings for combination of span vs loads. •••• .• ...... ... . Comparative analysis used X Yes —No • Mandatory Tests (Tested in accordance with AAMA 101/l.S.2/NAFS/TAS-2 2) •• TEST DESCRIPTION TEST LOCATION TEST REPORT TEST ; jest • DATE REPOP•T # Seed bq' ASTM E283 Air Infiltration Fenestration Testing 03/11/2016 FTL-883,7• Idalmis Ortega, P.E. Leakage Laboratory, Inc. •• • ASTM E331 OR ASTM Water Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. 547 & TAS 202 Penetration Laboratory, Inc. ASTM E330 Uniform Static Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory, Inc. ASTM F 588 Forced Entry Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. Laboratory, Inc. Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory, Inc. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: C No 70592 :�•. I T'� Javad Ahmad PE # 70592 'i AI-Farooq Corporation EB 43538 ealed: 1/12/2018 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com January 12, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors &Windows, Inc. ...... Series MG-200 Aluminum Single Hung Window (L.M.I. and S.M.I.) ...... . .. ...... Certificate of Independence •••••• .... ...... Dear Sirs, •••�•� •�� ..•.• . . As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the" 'Iduct refererrc'bd ••••;• above, I do hereby declare that I do not have and will not have any finaCcial irtere5t in any •. company manufacturing or distributing the above referenced product, nor c#o I hey a or Vitl*ligve . any financial interest with any other entity involved in the approval process Yth6 procddCt•. ...... • Sincerely, . P�E..... Hh9gO''.. �No 70592 :9'•. S"T fgor ': ww Sealed: 1/12/2018 Javad Ahmad, P.E. Chief Engineer 9360 Sunset Drive, Suite 220I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES MG-200 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE, ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. is 53 1/6" VGNI wIUR1 TYPICAL ELEVATION TESTED UNIT •• ••• • • • • • •• • • • • • • • CONTIUOTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND • • • • • • • • • • BJ§T'1TION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. • • • • • • • • 4150E SE•Fr PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED • • • • • EIrANEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) • • • • • •FOR TH ROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER • • • • • • USE OF HE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED • • • • • • • Fj1 GINEER ,Q THE P.E.O. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE • ! • • • • •SISECIFIC: INGS FOR REVIEW. D- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. Za O MUNTINS FACE APPLIED) BE USED a S .. 0` Cooy o O d ueT Ii ASDRL. EQDCHOR SEE CHART FOR CAPACITY Z N J C .I of FL #20352.1 U g < `A``II\111111//�A7A O "�7A1O� 5:'' JGENgF '•. ��: � a I No.70592 _ $ Ith Q 37 drawing no. \, s.......1DP'�c�`�� ` W16-20 • • • • • • • • • • • • Sealed: 1 /12/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • " HEAT STREN'D. GLASS .090" Interlayer Americo, Inc.' HEAT STREN'D. GLASS \By I'Kuraroy SILICONE DOW 795 i u+ 23 AT 1/4 POINTS ON UTES WID ER THAN 38" ONLY GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS 1/8" TEMP. GLASS 1/4" AIR SPACE 3/16" HEAT STREN'D. GLASS 090" Interlayer SentryGlas By 'Kuraray America, Inc.' 3/16' HEAT STREN'D. GLASS Z SILICONE DOW 795 z 88 I T 1/4 P I S SO - GLASS TYPE 'Al' 7/8" OVERALL INSUL. LAM. GLASS 1/8" HEAT STREN'D. GLASS .090' Interlayer Trosifol PVB �By Kuraray America, Inc.' \ I-1/8" HEAT STREN'D. GLASS Ig SILICONE m DOW 795 z i6 V i m i.I ICI III O 8 23 AT 1/4 POINTS ON LRES WIDER THAN 36" ONLY GLASS TYPE 'B' 5/16" OVERALL LAM. GLASS 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D. GLASS 090" Interlayer Trosifol PV. By 'Kuraroy America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE m DOW 795 z i U 16 /h I' �8BTAT, 1/4 POINTS SIZES --' - GLASS TYPE °B1' 11/16" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS 1/4" A* SPAGE.CO➢IStI1i4 & • • a • • SP ER. • • • • • a • e • 'HE LOWS ;11 4MINOM SPACE; a • BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PF"RRWETEI3�S•rEAi ANTANT: SIYICOME • • ••• ••• s•• DOW OORNING 791 • • • • • G$2%D0 •• • •• • • • • • • • •• DURASEAL'•EDGE SEAL SYSTEM• • a BY 'QUANEX' FL #20352.1 pm? Aa4f ��'•''vlcBes °'•• No. 7059z • • • Sealed: 1/12/2018 • • . • • • • • • • • • • • • • • • • s ••• •• • •• • • • • • ••• •• • •• • drawing no. W16-20 WIDTH �y o N I b /. Z r F w }� t //. N a i S m^ O.W 3 O U O N d N a IW-LL OGv'� ci p La 1 a o o S ��L % w0�y �Y Z OJ N m Q a WD u 6 ({ Z Ln OF 0w< Q w 0) a ti O m = L) m a o J m EQUAL LITES 0 w a N rn a z 3 p a 8 �i O Z 04 3 w t=.7 ~ ¢ O V tq z U Z yU,1 = W O z NI w (nw c0 I- m cn'� n Naga = tos S ca Z g p M N 8 d at aOJ o z F Q i F Iv o ~z a U W Z M z G Z n i a o ow N o 7 H¢- d" W w x z m 0]V1 z Urn ¢ ¢ ¢o �� O WIDTH Q Z R O 0 aW U 0 37" z Z W N W 8010 140.0 05zw ' z ZC7 m¢0 G WIDTH a S2 'ter AII W W Z c v • • •• .eft [�\ o c " We 6 • D o w0.n • •• UNEQUAL LITES (ORIEL TYPE) �\ • No.70592 • • ®� •, s `� FL #20352.1 /////is�®�A•A \\` c v drawing no. sheet 3 of 8 }'' • • • • • UNCWAL• LIj� (c:Ri4 IYPE; t� EQUAL LITES WINDOWS � DESIGN LOAD CAPACITY -PSF FLANGE DIMS. GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & 'BC WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8' 26-1/2' 30' 37' 48' 53-1/8" 38-3/8' (4) 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 60.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 60.0 80.0 80.0 140.0 80.0 80.0 7 9-1 /8" 28-1/2' 30' 37" 48' 53-1/8" S0-5/8' (6) 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 B0.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 19-1/8' 26-1/2" 30' 37" 48' 53-1/8' 63" (6) 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 19-1/8' 26-1/2' 30" 37' 48' 53-1/6' 74-1/4' (8) 80.0 140.0 60.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 129.E 80.0 80.0 19-1/8' 26-i/2" 30' 37" 48" 53-1/8" 7g• (g) 80.0 140.0 80.0 80.0 m � a 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 128.5 80.0 80.0 79-1/8" 26-1/2" 30' 48' 53-i/B" 84' 80.0 140.0 - - rn x U O O 80.0 140.0 80.0 140.0 - - 80.0 140.0 80.0 124.7 - - 19-1/8" 26-1/2" 30" 48' 53-1/8" g0" 80.0 140.0 - - Z S rn w 80.0 140.0 - - 80.0 140.0 80.0 140.0 - - 80.0 123.1 - - 19 26-1/2" 30' 48' 53-1/8" gg• 80.0 140.0 Z � Z 80.0 140.0 80.0 140.0 80.0 140.0 - - 80.0 122.4 - - 53-t/8" 74-i/4" 80.0 140.0 53-1/8' 76" 80.0 140.0 - 0 53-1/B" 84" B0.0 140.0 - 53-1/8" 90' 80.0 140.0 - - o � 53-1/B" 96" 80.0 140.0 - UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY -PSF FLANGE DIMS. GLASS TYPES 'A' & 'Al' WIDTH HEIGHT EM.(+) 1NT,(-) 19-1/8" 28-1/2' 37' 40" 43' 48" 50" 52` SJ-1/8' 63 (7) 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 19-1/8" 26-1/2' 37" 40" 43" 48' 50" 52" 74-1/4' (8) 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 19-1/8" 26-1/2" 37' 40' 43' 48' 50' 76" (8) 80.0 140.0 80.0 140.0 80.0 140.0 90.0 140.0 80.0 740.0 80.0 140.0 80.0 t 40.0 19-1/8' zs-1/z" 37' 40' 43' 84" (8) 80.0 140.0 eo.o 140.0 80.0 140.0 80.0 140.0 80.0 140.0 19-1/8" 26-1/2' 37' 40' 90' (9) 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 19-1/8' 37' 80.0 140.0 80.0 140.0 N W • • • • • • • UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY -PSF FLANGE DIMS. GLASS TYPES 'B' & 'B1' WIDTH HEIGHT EXT.(+) 1NT.(-) 19-1/a" 28-1/2' 30" 32" 36" 37• 46" 48' 53-1/e' 50-5/8" (6) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8` 26-1/2' 30" 32' JB" 37' 48" �" (g) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 is-t/a• 26-1/2" 30" 32" 36" 37" 74-1/4" (8) eo.o eo.o 80.0 80.0 80.0 a0.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8' 26-1/2" 30" 32" 36" 76" (8) 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 30" 32" (8) B0.0 B0.0 80.0 80.0 80.0 80.0 • • • • • • • • • • • • Sealed: 1/12I2018 ••• • • • ••• • • lay TYPICAL ANCHORS WOOD BUCK SEE ELEV. a FOR SPACING 4 , a EDGE DIST. . e a 4 n e e 4 Q a F"Flow"I'l � 3-11 11 r O-6 OPTIONAL TO SPRING LATCH 14 t8 2 ' d 4 e a1 t 4a N I I a 4 4 d l 1 TYPICAL ANCHORS \ a _ �REDD. FOR LOADS .e W7 ABOVE 80 PSF ONLY SEE ELEV. FOR SPACING m r�====--= --- -------,� p EDGE METAL STRUCTURE II C. APPROVED j I MULLION & MULLION ANCHORS MU I I q/ 3 DIST. EDGE DIST. I I SEE SEPARATE APPROVAL I I Z r•- H I EDGE DIST. 11 W 1 —Y I I� _�J $ fY O y� p ` p al 8 N TYPICAL ANCHORS T711CAL TYPICAL ANCHORS O d O Qp H O 0 � 2 SEE ELEV. . FOR SPACING FOR SPACING SEE ELEV. FOR SPACING ? N = O Q w Z 6 02 ISWOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS '1 z m g MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE.--� WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING � :g N ? N W1 = 1-1/2" X 5/16" WEEPHOLES AT 5-1/2" FROM EACH END 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) o 0 < INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 z 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) c� THRU 1BY BUCKS INTO CONIC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) _ 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) 0= 1 j n m DIRECTLY INTO CONCRETE OR BLOCKS N O d M ro 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) _j o 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) < ` 414 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) N (Do INTO F.B.C. APPROVED MULLIONS N US j H OR 2aom INTO METAL STRUCTURES (HEAD/SILL/JAMBS) o (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. 2 INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. _ IBY _ WOOD BUCK WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. - CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. y • • • • ! C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 2 o `11111an1fAAAA PIP �A \ W V o \ No.70592 •I —••• ••• i•• — v 7 ° \ • ' W1 r ° - • ! TYPCAL FAtlCHOFi• • • REDO. RJR LOADS • • f • • • ! • • • �•. � ® ST � iID>' •� ��: O drOwmq no. EDGE DIST. ABOVE 40006F OWY SEE ELEV. t • � sheet ¢ of $ FOR SPACING FL #tiO352.1 /AAAfNA�1T�� • • • Sealed: 1/12/2018 • • • • • • • • • FOR SPACING F.B.C. APPROVED MULLION SEE SEPARATE APPROVAL L ANCHORS PACING • + • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • •t• • ••• ••• ••• • • • • + • • • • • • • • • • • • •• • • • • • •• • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. w x w METAL STRUCTURE O� 0 mm� Z M h J � a a e o YPICAL ANCHORS O 1 N iEE ELEV. d 'OR SPACING FpF H_ Q U�� a K C M g paop� fY•oa �' ZJ O f Z N v � 0 V1 0 30 O Y z h Z 3 Z n _ 8 wo 00 V" M m Z 0 3LLa Z 0 i ��.••UGENS :® i � o i !r W.70592 \ a �5 A •• � drowi g no LW -20 FL #20352.1 ��//�B®NA�` steel II 5of8 Sealed: 1 /12/2018 e o > F p METAL EDGE DIST. STRUCTURE F.B.C. APPROVED MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL p\ c . EDGE DIST. O'o A : y o ALT. TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING 7/$ MAX. O SHIMS 10 ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING ° 0 TYPICAL ANCHORS n SEE ELEV. ° FOR SPACING O•• ••• • • • • • •• ALT. • • • • • • • • • INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ... . . • . •.. . . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N0.70582 — 3• ® S Fdrawing no. FL #20352.1 '��®®�����``sn•et s of 8 Sealed: 1 /12/2018 ��- 2.648 0 1.876 .874 062 676 1.189� 2.910 C� FRAME HEAD 2. U FIX. MEETING RAIL 403 078 1.625 2.406 L1062 TYP. .189--•I O VENT TOP RAIL fE FRAME JAMB 1.496 .8755 89 .062 TYP. .715 O VENT SIDE RAIL 1.122 078 1.421 .985 1.029 13 SPRING LOADED LATCH I9 53 ITEM 0 PART d REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 MG201 1 FRAME HEAD 6063-T6 - 2 MG202 1 FRAME SILL 6063-T6 - 3 MG203 2 FRAME JAMB 6063-T6 - 4 MG204 1 FIXED MTG. RAIL 6063-T6 - 5 MG205 1 VENT TOP RAIL 6063-T6 - 6 MG206 1 VENT BOTTOM RAIL 6063-T6 - 7 MG207 2 VENT SIDE RAIL 6063-TB - 8 MG208 AS ROD. GLAZING BEAD (5/16" GLASS) 6083-T6 - 8A MG209 AS RQD. GLAZING BEAD (7/16" GLASS) 6063-T6 - BB MG210 AS RQD. GLAZING BEAD (INSUL. LAIR. GLASS) 6063-T6 - 9 - 2/VENT SASH STOP 6063-T6 - 10 MG212 AS REOD. FLUSH FRAME ADAPTER 6063-T6 - 11 - - - - - 12 SL203P 2/ VENT SWEEP LATCH ZAMAK SULLIVAN & ASSOC. 12A #8 X 5/8" 2/ LATCH LATCH INST. SCREWS ST. STEEL OH SMS 13 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH 13A - 2/ LATCH LATCH SPRING ST. STEEL - 14 #10 X 1" AS REOD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 16 E202 AS READ. GLAZING BEAD BULB NEOPRENE ULTRAFAB 18 W73231NK000S AS REOD. SIDE RAIL FIN SEAL W'STRIPPING - ULTRAFAB 19A MG221 2/ VENT VENT BOTTOM GUIDE CELCON M&M PLASTICS 19B MG222 2/ VENT VENT TOP GUIDE CELCON M&M PLASTICS 19.1 p6 X 5/8" 1/ GUIDE SASH GUIDE INST. SCREW CRS FH SMS TYPE B 20 SL-14A-044 2/VENT ULTRALIFT SPIRAL BALANCE - CALDWELL 20A 10 X 1-1/4" 1/ BALANCE BALANCE INST. SCREW - OH SMS TYPE B 22 - 1 5/16" BOX SCREEN - OPTIONAL 23 - 2/ UTE SETTING BLOCK AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A 24 - 2 HI -FLOW WEEPER - PREFERRED ENGINEERING PRODUCTS 1.000 •• ••• • • • • • •• 1.189 .090 .500 • • • • • • • • • Os VENT BOTTOM RAIL 2.848 • • • • • • • • • • • • • 0 FRAME SILL • • • • • • • • • • • • 2.786 --y -�{ .583 � .458 ••• • ••• ••• ••• .500 6 2 .78� 1 - .050 .865 .78� 1 .050 .865 .783 1�65 • • • • • • • .062 k� 1.096 k-1.096 F•-7.096 • • • • • • • • • • • • • • • • • 10 FLUSH FRAME ADAPTER GLAZING BEADS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FL #20352.1 I g � No. 70892 a drawing no. Sealed: 1/12/2018 7 V 10, 14 q i 14 I O D G V N ON � 0Nb�� 0 / laizWLL� O mi Z s O _ S v p 0 Z o � 3 FRAME TOP CORNER = iS ZVENT TOP CORNER m �tO oN�� N 8 00 a0 0 tn3U a �ZYin U p J n 14 O / A � c / O " v - C N • • • • • r3 • • • O • • • • • • • • VENT BOTTOM CORNER No. 705-92 • • • • • • • • • • o o s drawing no. FRAME BOTTOM CORNER%;`aS' 1O'c=�� W16-20 FL #20352.1 � sheet 8 of 8 .•.. ....... . . . . • . . • • Sealed:l/12/2018 • • • • • • • • • • • •• •• • • • •• •• Comments Archived Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Authorized Signature Ulises Senaris • •.; • ulises@mrglasswindows.com • • • • • • • • • Technical Representative Address/Phone/Emailto Quality Assurance Representative • • • • • • • Address/Phone/Email • • • + • Category Windows • • • • Subcategory Horizontal Slider • • • •' • Compliance Method Evaluation Report from a Florida Registered Architect!cw P Ansed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL20359 R2 COI SS -Series MG-300 Alum Horizontal Sliding Window LMI- SMI)-CI 2017.pdf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Method 1 Option D 01/15/2018 01/16/2018 01/21/2018 04/10/2018 FL # i Model, Number or Name Series MG-300 Aluminum Horizontal j Sliding Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +90/-140 Other: See attached drawing W16-26 for span vs. load combination and installation details. Description Large missile impact resistant aluminum horizontal sliding window. Installation Instructions FL20359 R2 II SS -Series MG-300 Alum Horizontal Sliding Window (LMI)-2017 DWG W16-26.pdf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL20359 R2 AE SS -Series MG-300 Alum Horizontal Sliding Window (LMI) -PAE 2017.pdf Created by Independent Third Party: Yes 20359.2 i Series MG-300 Aluminum Horizontal Small missile impact resistant aluminum horizontal sliding Sliding Window window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +90/-140 Other: See attached drawing W16-28 for span vs. load combination and installation details. Installation Instructions FL20359 R2 II SS -Series MG-300 Alum Horizontal Sliding Window(SMI)-2017 DWG W16-28.pdf • • •••••• Verified By: Javad Ahmad•PE # 70592 • • 0 •. Created by Independent 1%r�llafy: Yes • • • • Evaluation Reports • • • FL20359 R2 AE SS-Seri"MI-StO AlunflJorf28ntal Slidilh§ 0 • Window(SMI) -PAE 2017.pid • • • • • s Created by Independent Tjr�,Party: Yes • • • • • ril e'x't • • • Y • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-'1824 • • • • ! • ! • ! The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy. Statement :: Accwsibiliy. Statement � Refund Statements • • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records reg0 t, d6 ndt 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.-PursLArR toSection 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 emails 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 public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: e ack Credit Card Safe AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL20359 Date: 01/08/2018 Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166 Model Name: SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDOW Maximum Width: 126"(XOX) 96"(XO) Maximum Frame Height: 74" Maximum Load: +90 PSF, -140 PSF (Large Missile Impact) Installation Drawinas # W16-26 This product complies with the High Velocity Hurricane Zone (HVHZ) testing wcl".roments `..• The above maximum parameters do not occur simultaneously. •••• �• See installation drawings for combination of span vs loads. '....' '•.' Comparative analysis used X Yes No ":'•: "'. ; Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TA5#- aP�) • TEST DESCRIPTION TEST LOCATION TEST REPORT TE Test • DATE REPORT • SealeaVy ASTM E283 Air Infiltration Fenestration Testing 03/29/2016 FTL-88S8 fdalmis•OfR_, j ,P .E. Leakage Laboratory, Inc. " ' ASTM E331 Water Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. OR ASTM 547 & TAS 202 Penetration Laboratory, Inc. ASTM E330 Uniform Static Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory, Inc. ASTM F 588 Forced Entry Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Laboratory, Inc. Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration 03/29/2016 FTL-8856 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Testing Laboratory, Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: Pp Javad Ahmad PE # 70592 �S1'•. S7p'f�OF ': �: AI-Farooq Corporation EB # 3538 °SS oNA E'.''a Sealed: 1/12/2018 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com January 12, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. • Series MG-300 Aluminum Horizontal Sliding Window (L.M.I. and S.M.I.).% '��•:• • Certificate of Independence •• �• • . • ...... . .. ...... Dear Sirs, ...• •• • .... . .. ..... As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the.prodwct re€eneneed ...•• above, I do hereby declare that I do not have and will not have any finantia'I'interest in'jny "":' company manufacturing or distributing the above referenced product, nor cvt ave or Vill%ave ....;. any financial interest with any other entity involved in the approval process. f the prodUcl " see• . a• • •..•.• Sincerely, eAit }:M�Q 90; ST OF�� T Sealed: 1 /12/2018 AI,,EN`��, Javad Ahmad, P.E. Chief Engineer 9360 Sunset Drive, Suite 2201 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com AQ 1/A' u� WINDOW WIDTH NTINS (2) ADDL. ANCHORS Z j ISEDPUED) ONESHEEETT�4 (4) ANCHORS O Z 6' MAX. AT TO. STILE ENDS F, W HEAD/SILL A --�AT 4' O.C. FALSE MUNTINS Q LL Q 0 5 (SURFACE APPLIED) CORNERS C O cT i Imo` �`� MAY BE USED Wry act FF O W I I I �' N r W el G C 8 a I �I II II 7 x � %_YI_ N > N O I II II II Q D7 f F # II II II II II II O 8r - Z 6 N � O Y 43 3/8" - 43 3/8' _ D.L. OPG. 0. L. OPG. m0 Nw� EY O' 'PICAL ELEVATIONS 48 3/16 � M TESTED UNITS VENT WIDTH = 00 ?M m SERIES MG-300 THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. o ^< SHUTTERS ARE NOT REQUIRED. y ALUMINUM HORIZONTAL SLIDING WINDOW z DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER o o M CHARTS SHOWN ON SHEETS 4 & 5. w WINDOW WIDTH (4) ANCHORS 6' MAX AT MTG. STILE ENDS O.C. B HEAD/SILL CORNERS _--�AT I I u 1 II H==-- C I 7 7 O ii ii W +a x n 3 r_ S rn n x 2 M rL Q) e O p u u II II II ___JLr____a===_1L__- -'-It----.1I_-Tf---- II II II m I II II II 1 II II B I T I I I 8 32 3/8" 48 1/8' D.L. OPG. D. L. OPG. u 37 3/16' APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). VI 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE GO DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. - ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLEDLP R, MApl1}F4 IfRIjCTISNS. SP IIFIW EMVWENT TO BASE MATERIAL SHAL E�BEE1l OAA WAALLLI. Q ES NG R TU`CO• A LOAD DURATIEN INCREASE•IS USES IN•DEftN OF ANCHORS INTO WOOD ONLY. • •• • • • • ••• • ALL SHIMS TO BE WGH IMPOCT,•NOW-MWALWC ALWD •ION-COUPRESSIBLE. MATERIALS INCLUING B!! #OT LI"D TO•STEEL•/'MAAL SLAiEWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE VECIFI` 4RWJECT, i.e. WFE C,FGTY OF 1664FRO•(CA ADEQUACY wOF STRUCTURE r2ECEPSNG THIS PR09UCT AND SEALING ARQUND•DPENING FOR WATER INF16TRAiRON RJSISTANCE ETC* • • • ccDR CONDITIONS WT SHOWN IN THIS AWINO ARE TO BD ANALYZED SEPARATELY, u AND TO BE•REWEWED•EW BUILDING OFFIQML.• • • • • MANUFACTURER'S LABEL SHALL AE•LECATEL? ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWNGB- FOR REVIEW. - D-THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FL #20359 ♦v Ak VGEN�'•, No.70592 • • • • • • • • • • • • Sealed: 1/12/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W16-26 111 7/6` L WINDOW WIDTH �o (4) ANCHORS 6' MAX. AT MTG. STILE ENDS Z ro j HEAD/SILL A --�AT 4" O.C. FALSE MUNTINS Q FF q CORNERS 6 ✓✓✓ -- (SURFACE APPLIED) Z -�� MAY BE USED a 2 Q Co`m O N dotI I C I c7 i'o$ m wv C7• �a•• m� •• •••• •• • •• ••• • ••• ••• • W`' %.��,�S``�7�1'1'1•�1••1•�1• 1�1 /•1T�T �'�'?������W - OOOcOoZJI=a0VNVmV OU•� C�a j wIHNm0Ym C9 It IL C�PD0F0l 1 _o 0 re 3 z J- 32 3/6"32 32 " ° D.L. OPG. D.L. OPG. D.L. OPG. 37 3/16' 37 3/16° VENT WIDTH VENT WIDTH O 127 5/6' WINDOW WIDTH a0 3 z MAX MTG.STILE ENDS 0 Cr9 4'O.C. FALSE MUNTINS 0 HEAD/SILL AT M WCORNERS ------ (SURFACE APPLIED) I J MAY BE USED U oi No- 70M 32 3/8° 48 1/6" 32 3/6• • m ••• ••• E D.L. OPG. D.L. OPG. D.L. OPG. ••:0 • • • • S 1 drawing noeOaRmm0I0. 37 3/16' 37 3/16' ••••• W 6-26 VENT WIDTH VENT WIDTH • YPICAL -EVATONS TESTED UNITS FL #20359 sheet 2 Of1 7 C7 Sealed: 1/1212018 • •• •• • • • •• •• 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS �� e 090" Interlayer 090" Interlayer 090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' Trosifol PVB By 'Kuraray America, Inc.' SentryGlas By 'Kuraray America, Inc.' 1•. Z 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS °j i a a 5 a 0 SILICONE ow m oow ss SILICONE ow 9s a U al 7ss 22 li Ij ] 22 l li 9 22 11 i II I0 =j N II N I �I V ur *I O t I it q i� ji ii �� Q a c c 0y4 �o ie 10 e: 0 1 Q Lu �2N_ 29 AT 1/4 POINTS ON LITES _ WIDER THAN 36" ONLY 29 AT 1/4 POINTS ON LBES WIDER THAN 36" ONLY 29 AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY J VZ' m 6 Q W m i GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' 5/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS 7/16- OVERALL LAM. GLASS = U Z N O 1/8" TEMP. GLASS 1/8- TEMP. GLASS 1/8" TEMP. GLASS ; Op n 1/4" AIR SPACE 1/4" AIR SPACE 1/4" AIR SPACE Z i 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS -k1 rj 090" Interlayer 090" Interlayer 090" Interlayer w� Trosifol PVB Trosifol PVB SentryGlas a= O to M ao By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 2 S a M m 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS ao o Vf 3 _ a Zn F SILICONE w SILICONE w SILICONE r.�j O N 0 i m DOW 795 i m DOW 795 aNJ 2i m (yI1 DOW 795 1 0 d. J � 0 22 j; II ] 22 II j II I II I. jl jl I. II II I. II II � II II K 0 o: z 0 c 0 c AT 1/4 POINTS � AT 1/4 POINTS 29 29 AT 1/4 POINTS 29 ALL SIZES ALL SIZES ALL SIZES y m GLASS TYPE 'Al' GLASS TYPE '111' GLASS TYPE 'C1' - 11/16" OVERALL INSUL. LAM. GLASS -- - 7/8" OVERALL INSUL. LAM. GLASS - - 7/8" OVERALL INSUL. LAM. GLASS - - - --- N C • m a GLAZING OPTIONS • • • • • • • • • • • • • • • • • • • • • > o • • • • • • • • • • • 111111q11Iff 0 •r �8.•'�10EN$E'•.• � o 1/4" AIR SPACE CONSISTING OF, 'DURASEAL' = No.7�11Z EDGE SEAL SYSTEM • ••• • ••• ••••• • •• BY 'QUANEX' • • • • • • • • �� 1 �� a X a O • • • • • • • • • • • A®'•, AT OF drawing no. • • •• • • • • • •• �'�•��®�911�`` FL #20359 sheet 3 atto • • • Sealed: 1/12/2018 • • • • • • • • • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF I Yg (XO OR OX SIZES) (XO OR OX SIZES) (XO OR OX SIZES) (XO OR OX SIZES) �4% N CLASS 'A' TYY$�� _`� GLASS TYPES 'B' 'Bl' GLASS TYPES 'C' GLASS 'A' TYPES 'AI' GLASS TYPES 'B' 'III GLASS TYPES 'C' GLASS 'B' TYPES 'Bl' GLASS 'C' TYPES 'C1' GLASS TYPES GLA93 TYPES '8' 'Bl' 'C' 'C1' Z FRAME DIMS. & & & Ti. FRAME DIMS. & & & Ti. FRAME DIMS. & & FRAME DIMS. & & • ; WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) O 11-- y uonwp 26-1/2' 80.0 80.0 80.0 80.0 90.0 140.0 24" 80.0 80.0 80.0 80.0 90.0 140.0 55-1/2" 80.0 80.0 90.0 140.0 54' 80.0 80.0 90.0 1 140.0 w N 37' 80.0 80.0 80.0 80.0 90.0 140.0 36" 80.0 80.0 80.0 80.0 90.0 140.0 9-11/16 80.0 80.0 90.0 140.0 63" 80.0 80.0 90.0 140.0 Q a 53-1/8' 80.0 80.0 80.0 80.0 90.0 140.0 48" $0.0 00.0 80.0 60.0 90.0 140.0 83-1/4" 26' 50.0 80.0 90.0 140.0 72" 24" 80.0 80.0 90.0 140.0 Q 0, 63" 26" 80.0 80.0 80.0 80.0 90.0 140.0 60.. 24" 80.0 80.0 80.0 80.0 90.0 140.0 94-1/4" 80.0 80.0 90.0 140.0 81" 80.0 80.0 90.0 140.0 �0N a N W 74" 80.0 80.0 80.0 80.0 90.0 140.0 72" 80.0 80.0 80.0 80.0 90.0 140.0 55-1/2' 80.0 80.0 90.0 140.0 90" 80.0 80.0 90.0 140.0 84" 80.0 80.0 80.0 80.0 90.0 140.0 84" 80.0 50.0 80.0 80.0 90.0 140.0 8-11/i6 38-3/8' 80.0 80.0 90.0 140.0 54" 80.0 80.0 90.0 140.0 G tW n 96" - - 80.0 80.0 90.0 140.0 96" - - 80.0 80.0 90.0 140.0 83-1/4" 80.0 80.0 90.0 140.0 63" 80.0 80.0 90.0 140.0 G > M 26-1/2" 80.0 80.0 80.0 80.0 90.0 140.6 24" 80.0 80.0 80.0 80.0 90.0 140.0 94-1/4' 80.0 80.0 90.0 140.0 72" 36" 80.0 80.0 90.0 140.0 O 6 O G N 37' 80.0 80.0 80.0 80.0 90.0 140.0 36" 80.0 80.0 80.0 80.0 9o.0 140A 55-1/2" 80.0 80.0 90.0 1 140.0 81" 80.0 80.0 90.0 140.0 q1 53-1/8' 80.0 80.0 80.0 80.0 1 90.0 140.0 48" 80.0 80.0 80.0 80.0 90.0 140.0 9-11/16 80.0 80.0 90.0 140.0 90" 80.0 80.0 1 90.0 140.0 63" ldw O 80.0 80.0 80.0 90.0 140.0 60" 36" 80.0 80.0 80.0 80.0 90.0 140.0 83-1/4" 80.0 80.0 90.0 140.0 54" 80.0 80.0 1 90.0 1 140.0 74" 80.0 80.0 80.0 80.0 90.0 140.0 72" 80.0 80.0 80.0 80.0 90.0 140.0 94-1/4" 80.0 80.0 90.0 121.4 63' 80.0 80.0 90.0 140.0 84' 80.0 80.0 80.0 80.0 90.0 140.0 84" 80.0 80.0 80.0 80.0 90.0 140.0 55-1/2" 80.0 80.0 90.0 140.0 72" 48" 80.0 80.0 90.0 140.0 Q W 01 96" - - 80.0 80.0 90.0 1 140.0 1 96" - - 80.0 80.0 90.0 140.0 9-11/16 63" 50.0 80.0 90.0 111.5 81' 80.0 80.0 90.0 140.0 O 26-1/2" 80.0 80.0 80.0 80.0 90.0 140.0 24" 80.0 80.0 80.0 80.0 90.0 140.0 83-1/4" 80.0 80.0 40.0 97.5 90" 80.0 80.0 90.0 140.0 37" 80.0 80.0 80.0 80.0 90.0 140.0 36" 80.0 80.0 80.0 80.0 90.0 140.0 55-1/2" 80.0 80.0 70.9 98.5 U. 80.0 80.0 90.0 140.0 - U m Z 53-1/8'8-0.�0�I B0.0 80.0 80.0 90.0 140.0 48' 80.0 80.0 80.0 80.0 90.0 140.0 _ 9-11/18 74 80.0 80.0 62.2 86.4 63" 80.0 80.0 90.0 140.0 63" 50-5/8' eO.>T"80A 80.0 80.0 90.0 140.0 60" 48' 80.0 80.0 80.0 80.0 90.0 140.0 72" 60" 80.0 80.0 90.0 140.0 o O c 74' 80.0 80.0 80.0 80.0 90.0 140.0 72" 80.0 80.0 80.0 80.0 90.0 140.0 81" 80.0 80.0 90.0 117.0 3 C3 n 84' 80.0 80.0 80.0 80.0 90.0 138.7 84" 80.0 80.0 80.0 80.0 90.0 140.0 90' - - 90.0 102.4 V Z Z M 3 96" - - 80.0 80.0 90.0 121.4 96' 1 1 - - 80.0 80.0 90.0 128.0 54" 80.0 80.0 so.. 0 140.0 w 26-1/2' 80.0 80.0 80.0 1 80.0 90.0 140.0 24' 80.0 80.0 80.0 80.0 90.0 140.0 63" 72" 80.0 80.0 80.6 111.9 37' 80.0 80.0 80.0 80.0 90.0 140.0 M. 80.0 80.0 50.0 80.0 90.0 140.0 72' 80.0 80.0 69.4 96.4 Fx O fcE N a 53-1/8' 63" 80.0 80.0 80.0 80.0 90.0 140.0 48" 80.0 80.0 80.0 80.0 90.0 140.0 81" - - 61.9 85.9 i O rMj O 63. 80.0 80.0 80.0 80.0 90.0 140.0 60' 60" 80.0 80.0 80.0 80.0 90.0 140.0 0o Io 74' 80.0 80.0 80.0 80.0 90.0 126.5 72" 80.0 80.0 60.0 80.0 90.0 136.5 to I'- < 3 84" 80.0 80.0 80.0 80.0 90.0 111.5 84" 80.0 80.0 80.0 80.0 90.0 117.0 ¢ Z n 96" - - - - 90.0 97.5 96" - - - - 90.0 102.4 r7 O N JO 26-1/2' - - 80.0 80.0 - - 24" - - 80.0 00.0 - - 1j OC "' W J 37' - - 80.0 80.0 - - 36' - - 80.0 80.0 - - % O 53-1/8" 74" - - 80.0 80.0 - - 411" 72" - - 80.0 80.0 - - �J 63" - - 80.0 80.0 - - 60" - - 80.0 80.0 - - 74" - - 80.0 00.0 - - 72" - - 80.0 80.0 - - 84" 50-5/8" - - - - 90.0 140.0 84" - - - - - - 96" - - - - 90.0 140.0 i 96" 48" - - - - 90.0 140.0 OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH c 74" - - - - 90.0 140.0 5 c1 72" - - - - 90.0 140.0 5�+" F^ 'XO OR OX' 0 84" 63" - - - - 90.0 132.7 c 84" 60" - - - - 90.0 140.0 96" - - - 90.0 1_ 125.0 o a 96" - - - - 90.0 128.0 y o a (1/2W) (1/2W) I • • • • • • • • • 0 /'� �� • • • • • • • • • • • 01�1�1q111111111 • • • • • • • AH4f • • • • • • • • • • ��``�� �:''JGENs •{{ o d I g No.70592 - _ a • ••• • ••• ••• ••• 5�l- ;; OPERATING VENTS TO BE 1 F THE WINDOW WIDTH • •NOTE: • • • • �-� �` drawing no 9 no • • • GLASS CA.PACI;19S QM THIS VIET All %-p®'.• qT P • • BASreD ON A6TM Ei304-09 'EC. bSTS)W1 6-26 • ILDIRG �TSTATE ON I DECLARATORY !T DCA05 DEC-219 FL #20359 Sealed: 1/12/2018 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' & '1111' GLASS TYPES 'c. k 'CI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111" 126" 26" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 74" 106-1/4" 111" 126" 38-3/8" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 1 80.0 90.0 1 140.0 74" 106-1/4" 111" 126" 50-5/8" 80.0 80.0 90.0 140.0 80.0 80.0 20.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 138.7 74" 106-1/4" 111" 126" 63" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 129.0 80.0 80.0 90.0 125.7 80.0 80.D - - 74" 106-1/4" Ill" 126" 74" 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS, GLASS TYPES B' & 'Bl' GLASS TYPES 'C' & 'Cl, WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72" 84" 96" 108" 120" 24" 80.0 80,0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 00.0 80.0 90.0 140.0 72" 84" 96" 108" 120" 36" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72" 84" 96" 108" 120" 48" 00.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 F 80.0 80.0 90.0 140.0 72" 84" 96" 1OB• 120• 60• 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 136.5 80.0 80.0 - - 72" 84" 96" 108" 120" 72" 80.0 80.0 - - 80.0 80.0 1 - - 80.0 80.0 - - 80.0- 80.0 (I/3W) (1/3W) (1 /3W) � a OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES B. k .", GLASS TYPES 'C' A, 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) W.(+) INT.(-) 74" 106-1/4" 111" 126" 26" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 74" 106-1/4" Ill" 126" 38-3/8" 80.0 80.0 90.0 140.0 80,0 $0.0 1 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 - - 74" 106-1/4" 111" 126" 50-5/8" 1 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 74" 106-1/4" 111" 63" 80.0 80.0 90.0 140.0 80.0 80.0 - - 1 80.0 74• 106-1/4" 74" 80.0 �80.0 80.0 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES B' A, 'BV GLASS TYPES 'C' A,'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72" 84" 96" 108• 120" 24" SO.. O 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 10.0 90.0 140.0 80.0 80.0 90.0 140.0 72" 84" 96" 108" 120" 36" 1 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72" 84" 96" 108" 120" 48" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - 1 80.0 80.0 - - 72" 84• 96" 108" 120" 60" 80.0 80.0 - - 80.0 60.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 72" 84• 98" 108" 72" 80.0 80.0 - - so.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - � a OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH XOX' • • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• ••• ••• NOTE: • • • • • • • GLASS CAPACITIES ON THIS•SHEET ARE • • • • BASED ON ASTM El300-0% 13 SEC: pU9TSj • : • • • • • AND FLORIDA BUILDING COM14ISSIONo • e • • • • DECLARATORY STATEMENT DCA05-DEC-219 FL #20359 ••• • • • • ••• • • ••• • • • ••• • • �4mV Z p O Z Q f Z p C 'd IL 0 N n L) ofwo2 8 paoo + O O N tgi e N Q W zo LLio oa 5m Q w 6M1 f U � :i Z N � S N cv Z � Z 3 N � of O 1n ;; A x g00 1w 00 o In 3� a Z� I OCR W J m 2coM ` a e N C ``111111111//7 O ��•' t,10EN �� •• �_ ii � d No.70592 �, S ' S ......."'•',�•c'' drawing no. W16-26 I01YALtt�'```��` Sheet 5 of10 Sealed: 1/12/2018 lay TYPICAL ANCHORS WOOD BUCK SEE ELEV. x FOR SPACING �1 N EDGE GIST. o METAL I F.B.C. APPROVED I STRUCTURE II II g I MULLION &MULLION ANCHORS 1 m • 3 EDGE DIST. I I SEE SEPARATE APPROVAL 1 Z F y O q a I EDGE DIST. I f W I U O 17A's w W� [=1TYPICAL 0 eu= eN au�5 ^ ^ G;� a�ix� s g ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS O a p o ti SEE ELEV. SEE ELEV. SEE EI.EV. FOR SPACING FOR $PACING FOR SPACING m z z 0 Q W > w ay^ it it it it it LL Z Ul _ J 1V ii II ij -I II li WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS fill MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM O Iiii s i AND TRANSFER THEM TO THE BUILDING STRUCTURE. II II II II II Z N i' Is i' ii WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING yf 1/4" DIA. ULTRACON BY 'ELCO' (F-177 KSI, Fy-155 KSI) W1 = 1" X 1/4" WEEPHOLES AT 2-1/4" FROM EACH END o 0 li li ii INTO 2BY WOOD BUCKS OR WOOD STRUCTURES W2 = 1-3/4" X 3/8" WEEPHOLES AT 5-1/2" FROM EACH c� Z !i II i I 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) END WITH PLASTIC BAFFLE z 3 i! � THRU 1 BY BUCKS INTO CONC. OR BLOCKS o �j p ; SEALANTS: 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) w d .. 144 li ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) � o M.- a O n m 3 F AT EACH END AND INSTALLATION SCREWS IN SILL SEALED DIRECTLY INTO CONCRETE OR BLOCKS = 0 n ro $ 9S iIr r i I WITH ALUMINUM COLORED SEALANT. 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 7 J o n 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) J a 3 u- #14 n t9 4QI II q i ii is SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) 0 l I INTO F.B.C. APPROVED MULLIONS rY W J °D Ii Ii i !i is OR C� INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS i! ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) I! is i! 1! i! STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) I! I! I I! it (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) II II II 1g ii o II ii . c 0 !i II !I 3 CRITICAL EDGE DISTANCE is i! INTO CONCRETE AND BLOCKS = 2-1/2" MIN. - INTO WOOD STRUCTURE = 1" MIN. ° to is 16 INTO METAL STRUCTURE = 3/4" MIN. 2 - - - -- - - - - WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. c • 3 CONCRETE AT HEAD, SILL OR JAMBS f-c = 3000 PSI MIN. O18 B • • • • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. o I Wt •� • • <•'^: •: •• O 26 • • • a ``1t1®11A wr1TyYy'' Q ° a. . No. 70592 EDGE DIST. - }"d .• y"{ = v • • • • • •lay gg n . W2 a ° - • - 8 C • •. iv • •. •o wi JB OD CCK • Z� . L • • • • • TYPICAL ANCHORS o • • • r IYPICAL 6NChWRS • • • • ' O drawing no. SEE ELEV. • • 61F rcLEV. • • • •.,��� FOR SPACING FOR SPACING ^ EDGE GIST. FL #20359 y�t111111t11 sheet 6 of 10 • • « Sealed: 1/12/2018 . « « . • « « • « VENT WIDTH 1/4" MAX SHIM -� C 25 p SHIMS E SHIMS i 3 7 4 TYPICAL ANCHORS O q p D.LO. OPTIONAL TO 24 SPRING LATCH SEE ELEV, FOR SPACING W f 2 N I y _ _ �00`4 W c0i U - - - - - 19 dOlr G C o ------- _ _ _ Gaef°oaq1 I--- QWy1y Z J0J W 0 LL =$ LLzNrig N_ b 4 D.L. OPG. < a W e f EXTERIOR 10Y ° 0 WOOD BUCKS - U WINDOW WIDTH _j Z TYPICAL ANCHORS XO LAYOUT 3 e 3SEE ELEV. FOR SPACING OX OPPOSITE 3 O in C� Z n z 3 1/4" MAX. VENT WIDTH w SHIM © O 25 5 1/4' MAX. O 0 M n M B D.L.O. 7 D.L.O. SHIMS e4 TYPICAL ANCHORS SEE ELEV. j Tn _ n 3 METAL 24 OPTIONAL TO SPRING LATCH FOR SPACING G O Z � N STRUCTURE 24A D_' N -1/419--------------- 27 o [I�Pll BYWOOD BUCKSWINDOW WIDTH••••••CHORS XOX LAYOUT • • • • •• • • • • • • • •. • • • c •1 FOR SPACING • • • • • • • ♦ • • • `111111111 /t��� ` �� m v = _ .70592 S • ••• • •.• • .•• •• =ir: i7= t • • • • • -• • • •, o s 0 drawing no. • • • • • • • • • • • • • • ®'•, ST E • • •• • • • .•. s • •• . ''���®®NAe .�� W16-26 FL #20359 ��11111111111 sheet 7 of 10 • • • Sealed: 1/1212018 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • METAL F.B.C. APPROVED a > F p EDGE DIST. STRUCTURE MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL EDGE DIST. A O 5 5 ALT. TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING 1/4" MAX. O SHIMS 5 ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING a at 1/4" TYPICAL ANCHORS o SEE ELEV. FOR SPACING , - a • • • • • • • • • ALT. INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER to 0 • • • • • • • • EDGE DIST. • •• •• • • • •• •• FL #20359 Ulu b N I Z iy r. J Oq Q w O WI~9 O'O"rc" 8 paoo , o4N I O Q W j LL rp � Z": o t Qamf� U Z J � � v � I O � O V 3 O v� , Z n J 3 n 0 w� rr 0 = Od r] °D o vNi3L` a p Cg90-n n p N Ow J 2 m w ��'•'vCENSF•"••� i g No. 705M a L� F drawing no. Sealed: 1/12/2018 3. Q, FRAME HEAD U FRAME SILL '528 .250 L 1.345 --•1 O3 SILL TRACK - 1.961 2. FRAME JAMB )2 .6441.496 J VENT TOP/BOTTOM RAIL 2.408 062 TYP. 2.0-, 1.189 1.531 O JAMB STILE ®���am ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 MG203 1 FRAME HEAD 6063-T6 - 2 MG301 1 FRAME SILL 6063-TB - 3 MG302 1 SILL TRACK INSERT 6063-T6 - 4 MG303 AS READ. FRAME JAMB 6063-T6 - 5 MG212 AS REQD. FLUSH FRAME ADAPTER 6063-TB - 6 MG204 1/ VENT I FIXED MTG. RAIL 6063-T6 - 7 MG205 1/ VENT VENT INTERLOCK 6063-T6 - 8 MG304 1/ VENT JAMB STILE 6063-T6 - 9 MG207 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 MG208 AS RECD. GLAZING BEAD (5/16' GLASS) 6063-T6 - ICA MG209 AS REQD. GLAZING BEAD (7/16' GLASS) 6063-T6 - 1OB MG210 AS REQD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 13 MG305 AS RTEOD. ADD -ON SILL RISER 6063-T6 - 14 MG321 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 MG322 2/ VENT ROLLER BRASS - 16 MG323 2/ VENT ROLLER PIN ST. STEEL - 17 #10 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS PH SMS 18 #10 X 3-1/2' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS PH SMS 19 W222322 AS REQD. FIN SEAL WSTRIPPING - ULTRAFAB 22 E202 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAS 24 SL203P 2/ VENT SWEEP LATCH, AT 10-1/4" FROM EACH END ZAMAK SULLIVAN & ASSOC. 24A #8 X 5/8" 2/ LATCH LATCH INST. SCREW ST. STEEL FH SMS 25 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH 25A - 1/ LATCH LATCH SPRING ST. STEEL - 26 - 2/ WOW. HI -FLOW WEEPER PREFERRED ENGINEERING PRODUCTS 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL 28 - AS REQD. SILL INSERT, 2" LONG 6063-T6 AT MTG. STILE LOCATION 29 - AS REQD. SETTING BLOCK AT 1/4 POINTS EPOMI DUROMETER 80±5 SHORE A F-- 1.531 ---� O7 VENT INTERLOCK 2.844 '062 .660 .500 2 .188 1.409 F.062189 d 13 ADD —ON SILL RISER 794 1.969 2.786 © FIXED MTG. RAIL 125 .500 Ll�l""lJ —�-� 672 1.000 .062 • ••• •�► • • • .0 ob 1.122 • • •• • • • • • Q FLUSH FRAME ADAPTER • 28 • • VILL•NS•RT• • • • • .9F078 1.421 � .583 r .458 i^--�I —I 1 .134 .781 ,050 .865 .781 OSa • R65 deb• • • • 1.029 • • • V"-1.09fi • ��.096 • • • •-1�9fi • �L • • 25 SPRING LOADED LATCH GLAZING BEADS FL #20359 ®Aytgq®'�� • a No. 70502 $ r = 8 5 • � O drawing no. W16-26 + • • Sealed: 1/12/2018 • • • • • • • • • • • • • • • • • • • z�� o&�o Q�mik' O FRAME TOP CORNER z W v � � O oa VENT TOP/BOTTOM CORNER Z Z 3 w� Y/ 77 p�M m � o N3U- g �o� .N— w J / 0 a0 l2 / O / `o U O O • • • • • • • • • 7 C •• •0 0 0iFl��fE BQTM CORNER \``tttttu,rrrrrr _ No.70592 to • • • • • • • _ i • • • • • • • • ®••. S drawing no. • • • • • • • • • • • FIXED MTG. RAIL CORNER FL #20359 AL, Sealed: MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER — Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Producf Control Section that this product or material fails to meet the requirements of the applicable buifckng cods . • • • • This product is approved as described herein, and has been designed to comply•,witi a Fk�rid� �uildin,g, • • ; • Code, including the High Velocity Hurricane Zone. ...:.. . . DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion — L.M.I. 000090 : • • • • • APPROVAL DOCUMENT: Drawing No. M07-04, titled "Aluminum Tube Ntt i • " she*.ell 1 1hrou • • • • 18 of 18 and sheet 3.1, dated 10/01/07, with revision F dated 05/16/17, prepared by•AlrFarooq C&pr ration..... signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Gootrol Revision stamp . with the Notice of Acceptance number and expiration date by the Miami —Dade County Predu:: Control• • • • • Section. • •• • .. . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 15-0715.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0717.02 Expiration Date: November 21, 2022 Approval Date: August 24, 2017 U Page 1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 07-1016.06) 2. Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 18 of 18 and sheet 3.1, dated 10/01/07, with revision F dated 05/16/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled single hung and fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-07-4107, dated 03/26/07 and HETI-07-4115, dated OUQ%U7, both signed and sealed by Rafael E. Droz-Seda, P.E. • (Submitted under NOA No. 07-1016.06) ' ' • ...... . .. ...... 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • 2) Uniform Static Air Pressure Test, Loading ptr.P$C, TJ'4 20;-94 • • 3) Water Resistance Test, per FBC, TAS 202-14 • • ' " ". ...... ... . ..... 4) Forced Entry Test, per FBC 2411.3.2.1, and.T W 202-94 • • ; 0 • 0000 along with marked -up drawings and installation diagram of geriies•100 mulled single hung windows, prepared by Hurricane Engineering & Testing, In;., Telt.ftort No? •• • HETI-07-4108, dated 03/26/07, signed and sealed by Rafael I Dxoae-Sed% P.E. (Submitted under NOA No. 07-1016.06) • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51n Edition (2014), dated 07/10/15, and updated to the FBC 6th Edition (2017) on 06/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E--1 Manuel P.E. Product Contr 1 Ex miner NOA No.-0717.02 Expiration Date: November 21, 2022 Approval Date: SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6t' Edition (2017), and of no financial interest, dated June 29, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-07-4107, dated 03/26/07, HETI-07-4108, dated 03/26/07 and HETI-07-4115, dated 04/09/07, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz—Seda, P.E. (Submitted under NOA No. 074016.06) G. OTHERS 1. Notice of Acceptance No. 15-0715.04, issued to SIW Impact Windows, LLC for their Clipped, Extruded Aluminum Tube Mullion — L.M.I., approved on Q2/2�/16 and expiring on 11/21/17. ...... ...... . .. ....% ...... . . . .... . .. ..... . . ...... ... . ..... . . . . .. .. .. ...... ...... • . . . . ...... ...... . . ...... . . Manuel P P.E. Product Contr Exa finer NOA No. - 717.02 Expiration Date: November 21, 2022 Approval Date: August 24, 2017 E-2 II I' WINDOW FRAME TUBE MULLION SEE SEPARATE NOA SEE SHEET 2 FOR SIZES U 'IUII FOR CAPACITY - - AND SHEETS 3 & 3.1 I 1 I 1 FOR CAPACITY I I I I I I I I Fri �--, - I L i TUBE MULLION SEE SHEET 2 FOR SIZES AND SHEETS 3 & 3.1 II Tr Z FOR CAPACITY II II II II - -- - r — zt=!- F_-3 j II I r __J I��l I _ I I I I I 1__ III I i =__ _ _ r1 L- I } JI , I I r� LJ ,j II ----- -----�"-''� =J TUBE MULLION TUBE SEE SHEET 2 FOR SIZES I AND SHEETS 3 & 3.1 FOR CAPACITY DOOR FRAME SEE SEPARATE NOA FOR CAPACITY WINDOW FRAME SEE SEPARATE NOA FOR CAPACITY TUBE MULLION SEE SHEET 2 FOR SIZES AND SHEETS 3 & 3A FOR CAPACITY __j_ ___________________� h � I II I II III .'��1f � I IJ I I { } I --� E Y ------------- JJ - 1 i DOOR FRAME SEE SEPARATE NOA FOR CAPACITY MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING I1 11 •• ••i • • • • • •• U— 4. M 0 I RECTANGULAR ALUMINUM TUBE MULLIONS 0 Z y USING MULLION PROPERTIES ONLY MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. " SEE SEPARATE NOA'S FOR WINDOWS/DOORS IMPACT AND LOAD RATINGS. APPROVAL OR WINDOW/DOOR NOA Z 0 LOWER VALUES FROM MULLION O o `. WILL APPLY TO ENTIRE SYSTEM. 0 IL G THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 EDITION) FLORIDA BUILDING CODE O: ~ 0 U o' 19 (6TH INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 0 �o ; ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE 0' C imW g APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER 0 h o C N INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 0 d WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE Z O 4U Q w ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT O LL Z to' J g TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). o m to ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS Q w m S ~ ARE NOT PART OF THIS APPROVAL. O n A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT m COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE IT-2 REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE LOCATIONJ0 IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE GLAZING PRODUCT CONNECTION TO MULUON AS AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 & 3.1 SELECT MULLION SIZE STEP 4 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES AND ANCHOR CAPACITY CHARTS STEP 5 ON SHEETS 4 THRU 18. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. • ••• • ••• ••• ••• • • TP6I' MULaONS CAN ALY BE %SED WITH SIW GLAZING PRODUCTS ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • UJ Q3aM 0 m zo 3w (K W F-UUa 1 Z QOm a n. U N c N Q In Ono ,�a�... PRonLIcrRs+nsm � 9�•' c�INSF � ' � es c—PlYinB with the Flaidt Bl:ildigg Code Z 7ON2 a n $ Accepranro Trlo -v Expiration Dale /j I_ Z By. �� O Pdi i ode Pmdnct OF •'�!(Y�` drowing no. 1.000 p- �{ 1.000 -q 1.000 I .375 125 TP. .1Z5 4.000 4.000 3.000 125 LTYP. y .375 Ix = .9502 IN\4 Ix = 2.0374 IN\4 Ix - 3.1878 IN\4 Sx = .6335 IN\3 Sx 1.0187 IN\3 Sx - 1.5939 IN\3 i X 3 1 X 4 1 X 4 STD. MULLION STD, MULLION CUSTOM MULLION 6063-T6 6063-T6 6063-T6 -�{ 1.250 125 4.500 LU 0 Ix = 4.2421 IN\4 Sx 1.8854 IN\3 1-1/4 X 4-1/2 CUSTOM MULLION 6063-T6 Ix - 4.8538 N\4 Sx - 2.4269 IN\3 4 X 4 STD, MULLION 6063-T6 Ix = 16.9059 IN\4 Sx 5.6353 m\3 6 X 6 STD, MULLION 6063-T6 �v 0W f 2IL IL 2 oWR`� �W�yI rg V �Nn po>m Oico� o0bL X 221 Q ZUj S Qu�alf � �2.000-1 2-000 -{ �2.000-={ 8.000-y Enm I I o JN N J O �rz.oao-1 �z.000-{ in > 3U n 25 250 M NP. TYP. TYP TYP. EDLj N .125 .250 6.000 8.000 ~ 3 = m TYP. TYP. (~j Z a 4.000 4.000 O 8.000 8.000 Z d U m N Q yno Ix - 2.9762 IN\4 Ix = 5.3073 IN\4 Ix = 8.2757 IN\4 Sx . 1.4881 IN\3 Sx = 2.6536 IN\3 Sx = 2.7586 IN\3 2 X 4 2 X 4 2 X 6 STD. MULLION HEAVY MULLION STD. MULLION 6063-T6 6063-T6 6063-T6 .690 j`� 1.690 .125 1I00 .I 125 0z1 I -3.750=I NOTCH OPTIONAL MULLION CLfP (6063-T6) a MULLION CLIP (6063-T6) (ALT. TO ANGLES) 1/2- (ALT. TO ANGLES) CLIP LENGTHS MUST BE CUT TO FIT SNUG MIN' CUP LENGTHS MUST BE CUT TO INTO 1BY TUBE MULUONS. INTO 29Y TUBE MULLIONS. Ix = 15.2031 IN\4 Sx 5.0677 IN\3 L it 0 HFJ4VY MULLION Ix - 17.4502 N\4 Ix = 40.7080 IN\4 6063-76 Sx = 4.3625 IN\3 Sx = 10,1770 IN\3 2 X 8 8 X 8 STD. MULLION STD. MULLION 6063-T6 6053-T6 THESE MULUONS CAN ONLY BE USED WITH • • • • • • • • • • • • Slw GLAZING PRODUCTS • • f • • • • + 0F)fj10TVLH • • • ```1111�1 A� 1���'i NOTCH • • • • -,•� • • • • • -- `�� ---, . EN ly FROT3UCT REVISF.A �.' JOEN''°• OPTIONAL .125 a n rnmplying with the Florida 2.000 Building Code 1 i,'�� QZ 70592 1/2- Anc'mt'km ido V ! n^fn^ - {7 • 0 I • i • • • t • • IC� 'ration lame -Iy7.•L •. • j_L • • • 1 s• OF •V2•• t• • 2.:00•�I: • • ;A;sm nde ProductC A �/• • IN ••• • •• IT SNUG ANGL? CLIP 606• i��cSs+®®WP.1; ���� • • • • • • • • • • • • • •• •• • • • •• •• ,rowing no. M07-04 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) 1-1/4 x DIMS. 1 X 3 I X 4 I X 4 4-1/2 2 X 4 2 X 4 ILL SPAN 9TD. 9TD. CUSTOM CUSTOM STD. HEAVY 26-1/2' 30" 37" 42` 38-3/8' 48' 54" 60 6'. 28-1/2" 30` 37' 42" 50-5/8` 48' 54' 60' 66' 72' 19-1/8' 28-1/2' W. 37' 42" 83' 48` 54' so' 86" 72' 19-1/8" 26-1/2' 30" 37" 42' 74-1/4• 48' 54' 60• 66' 72' 19-1/8` 26-1/2' 30" 37' 42' 78 48' 54" 60' 66" 72' DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) 1-1/4 x DIMS. i X 3 l X 4 1 X 4 4-1/2 2 X 4F2XV4ILLSPANSTD. STD. CUSTOMCUSTOM STD. 30.0 130.0 130.0 130.0 130.0 ! 130.0 26-1/2' 37.5 80.5 122.9 130.0 117.E 1 130.0 30.0 130.0 130.0 130.0 130.0 130.0 30' 33.2 71.1 108.5 130.0 103.9 130.0 130.0 130.0 130.0 130.0 130.0 130.0 37' 26.9 57.7 88.0 106.6 S42 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1. 233 50.8 77.5 93.0 74.2 130.0 130.0 130.0 130.0 130.0 130.0 130.0 48' 84' 20.7 44.4 67.8 81A 84.9 115.8 127.8 130.0 130.0 130.0 130.0 130.0 54" - 39.5 80.3 72.4 57.7 102.9 ARCHES TO BE INSCRIBED 4 INSIDE RECTANGULAR SHAPE rHOPoZONTAl MULLION 1 p 0 VERTICAL MULLION GLAZING GLAZING O PRODUCT PRODUCT %'� GLAZING PRODUCT ; 3 GLAZING GLAZING PRODUCT PRODUCT 115.0 130.0 130.0 1 130.0 130.0 1 130.0 1 60" - 35.6 1 54.3 1 65.1 51.9 1 92.5 W, W2 0' C 0 104.5 130.0 130.0 130.0 130.0 1- 0 61' - 32.3 49.3 59.2 47.2 $4.2 MUWON SPAN _I C a O aaaNppp 95.8 130.0 130.0 130.0 130.0 130.0 72' - 28.6 45.2 54.3 43.3 77.2 Q °,1 t 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8 34.8 74.7 116.9 130.0 109.1 130.0 130.0 TYPICAL MULLION ARRANGEMENTS 1% g pzp 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2 25A 53.9 84.4 111.4 78.8 Z N 130.0 105.7 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 730.0 30" 37' 222 - 47.6 38.8 74.5 80.4 98.4 79.8 69A 56.4 124.1 100.6 W1 + W2 J O it w ' 6 Obi f _ WIDTH (W) 93.1 130.0 130.0 130.0 130.0 130.0 42' 96" _ - 34.0 532 70.3 49.7 BB.6 2 0 81.5 128.E 130.0 130.0 130.0 130.0 48' - 29.8 46.6 61.5 43.5 77.6 72.4 114.3 130.0 130.0 130.0 130.0 54" - 26.5 41.4 54.7 35.7 88.9 65.2 102.9 130.0 130.0 130.0 130.0 80' - 23.8 37.3 49.2 34.8 62.0 NOTE: In W 593 93.5 130.0 130.0 130.0 130.0 66' - 21.7 33.9 44.7 31.6 56.4 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED 0 J N H 54.3 a5.7 130.0 130.0 128.2 130.0 72' - - 31.1 41.0 29.0 51.7 VERTICALLY OR HORIZONTALLY. -1 0 123.3 130.0 130.0 130.0 130.0 130.0 19-1/8' 24.5 52.5 82.1 109.3 76.7 130.0 (INTERPOLATION BETWEEN WIDTHS ALLOWED) a� 89.0 130.0 130.0 130.0 130.0 130.0 26-1/2" - 37.9 59.3 78.9 55.3 98.7 3 , Lj 78.6 130.0 130.0 130.0 130.0 130.0 33.5 52.3 69.7 48.9 87.1 1 Q ¢ M 53.7 106.2 130.0 130.0 130.0 130.0 37' - 27.1 42.4 56.5 39.6 70.7 LJ 00 ZV)j 56.1 23.5 13D.0 130.0 130.0 130.0 42' 108' - 23.9 37.4 49.8 34.9 62.2 F . 3 W LL r 49.1 81.8 124.0 130.0 122.7 130.0 48" - 20.9[29.1 43.5 30.5 54.5 K = m Z39.3 43.7 72.7 1102 130.0 109.1 130.0 54' - - 38.7 27A 48.4 0m35.7 65.5 992 118.8 982 130.0 60• 34.8 24.4 43.6 Z 59.5 90.2 108.0 89.2 130.0 66' - - 31.7 22.2 39.632.8 54.6 82.7 99.o 81.8 130.0 72" - - 29.0 20.4 38.3U) Q �r W54.4 75.3 130.0 130.0 130.0 130.0 130.0 19-1/8" - 38.3 79.7 55.9 99.7 105.4 130.0 130.0 130.0 130.0 26-1/2" - 27.6 57.5 40.3 71.948.0 93.1 130.0 130.0 130.0 130.0 30' - 2C4 50.8 35.6 63.5 O 38.9 75.5 114.1 130.0 113.5 130.0 37" - - 30.9 41.2 28.9 51.5 34.3 66.5 1DO.5 120.4 100.0 130.0 42' - - 27.3 36.3 25.4 45.4 30.0 58.2 87.9 105.4 87S 130.0 48' - - 23.8 31.7 22.3 39.7 26.7 51.7 78.1 93.7 77.8 130.0 5e - - 21.2 282 - 35.3 w C 24.0 21.8 46.6 42.3 70.3 63.9 84.3 76.6 70.0 63.6 122.2 111.1 60" 66' - - - - 25.4 23.1 - - 31.3 28.9 - w 12 20.0 38.6 58.6 70.3 58.3 101.9 72' - - - 21.2 - 26.5 0 R 65.0 130.0 730.0 130.0 130.0 130.0 19-1/8" - 28.7 45.0 59.8 4ZO 74.9 07 i d 46.9 95.2 130.0 130.0 130.0 130.0 26-1/2 - 20.7 32.5 43.2 30.3 54.0 ILL 41.4 84.1 126.8 130.0 126.5 130.0 3C' - 28.7 38.2 26.8 47.7 A o 33.6 58.2 102.8 123.3 102.6 130.0 37" - - 23.2 30.9 21.7 30.7 THESE MULLIONS CAN ONLY BE USED WITH c o y = 0 g = R n n o 29.6 60.1 90.8 108.6 90.3 130.0 42" 132" - - 20.5 27.3 y y • ♦ • • • • • SIW GLAZING PRODUCTS T 25.9 52.5 79.3 95.1 79.1 130.0 48" - - - 23.3 •- 29A • • • • • • d � u e W 23.0 46.7 70.5 84.5 70.3 122.6 54' - - - 212 - 26 • • 20.7 42.0 63.4 76.1 63.2 110.4 60' - - - - - • 23.9 ' • • 1��•a.,'f ��I•',••,LTbNS • • •"` i� '•' `• ``7�1A�'i{ -1. ♦` -.••.• "B - - 38.2 35.0 57.7 52.9 69.1 63.4 57.5 112.7 100.3 92.0 66' 72' _ - _ - _ - _ - _ - - �.� .. �� PRODUCT REVISFA c 19 22.1 34.6 46.1 32.3 57.7 o•-pl7in2 will, dle Florida Badin8 Code Nf ,y► q N 0592 _ ��' �` .- ^ .. • 26-7/2" 37` 411 144' - - 25.0 22.1 33.3 29.49 23.3 l0.6 1.6 36.8 • /-v4 « • • • E ra a i)aI •, • • • • • • • • w BY ��® '• • « • 4 •• na a1i adeProe�lcar6. i �.` ' 460�� �.:' O drOW10 00. 9 - - - 23.8 - 29.8 21.4 •- 06.3 ALL LOADS ARE EXT.(+)/INT.(-). 54 - - - - - 20.4���7i®�jjj11111�� sheet 3 of18 • • • • • • i • • ! • • ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION ��� C GLAZING / PRODUCT ; Z n njI Q z q � O W IL <� m Op`IS GLAZING GLAZING ; IL PRODUCT PRODUCT p LL n c°�0Djm W1 W2 r MULLION SPAN 0 & mO C g 0 TYPICAL MULLION ARRANGEMENTS Q LL W ,I WIDTH (W) = w1 + w2 a 2 0 N N NOTE: V) MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. -10 N (INTERPOLATION BETWEEN WIDTHS ALLOWED) �¢M W 0 m Ztn� F 3 to N �= m UZU < z a0`gm` A Q NOn1� OY G c o c N • THESE MULLIONS CAN ONLY BE USED WITH 4 0 • • • • • • • SIW GLAZING PRODUCTS m • • • • • • • d PRODUCT REVISED J�'�'' VGF.N3F'•;'V 4 as complying with the FWda o auildingc de No - E Accepmnce No i (• . r:24'4 - .. • 4t•• ••• ••• 'rat nDat, • • • • - Q'` • • ! • • • • • M m Dade rodoct Cairo A OF ALL LOADS ARE EXT.(+)/INT.(-). • • • • • • ' �7i�j O P.o ��`��` ���1r Hitt sheet3.1of18 DE9Il;tl LOAD CAPACITY - PSF (TUBS MULLIONS) DESIGN LOAD CAPACITY - PSF (TCBS MULLIONS) 1PINDOW DIMS. 4X4 STD. 2X 8 STD. 2X8 HEAVY 2X8 STD. BXB STD. BXB STD. WINDOW DIMS. WOTH (WJ MULL AN 4X4 STD. 2X8 STD. 2X8 HEAVY 2X8 STD. BX8 9TD. BXD STD. WIDTH (W) MULL SPAN 19-i/8" 28-1/2' 30" 37' 42' 48' 54" 80' B6' 72' 38-3/6" 13D.0 130.0 130.0 130A 130.0 130.0 19-1/B' 26-1/2' 30' 37' 42 48' 54" 60' 88' 84, t30.0 iJ0.0 130.0 130.0 130.0 130.0 1J0.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1J0.0 130.0 130.0 130.D 130.0 730.0 730.0 130.0 130.0 730.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 730.0 I30.0 130.0 130.0 130.0 130.0 130.0 130.0 730.0 130.0 1J0.0 iJD.O 1J0.0 130.0 130.0 130.0 121.0 130.0 130A 130.0 130.0 t30.0 130.0 130.0 130.0 130.0 1J0.0 130.0 105.9 121.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 94.1 108.3 730.0 130.0 13D.0 130.0 130.0 130.0 130A f30.0 1311.0 130.0 84.7 97.4 130.0 130.0 1J0.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 77.0 88.8 130.0 130.0 130.0 130.0 13 VERTICAL MULLION z GLAZING GLAZING � � PRODUCT PRODUCT f ••• • • • • ••• • • 000 0 0 • ••• 0 0 2 X 2 X 1/8" c'ci V p ALUM ANGLE FLOATING CUP n TYPICAL ANCHORS p o z 1 PER ANGLE 3 TYPICAL ANCHORS C FZ q o 0 2 PER CUP o �. W 9 3 �14 SME C l f 2 PER ANGLE _ O 0 NR , W N ____ c' �IlL a -- gO�� do<o�p MUWON MULLION Q N N O 1/2" MAX. HOLLOW/FlLLED BLOCK H�OLLLLORW�/FlUED BLOCK J (7 OD c/ 1R Q w m f � � O TRIM LEG AS RE00. m rn 3" MIN. ALTERNATE Z U n ANCHOR LOCATION O J O MIN. JN n --- — MIN. �' !n d• .. W xx p Q M I I I m ZNJ I I I F- lL r 3w n I 1 I ~OQUQ Z QOW N ______ _____J...,. _ �Um MUWON MULLION Q p O TYPICAL ANCHORS TYPE 'W2' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU 1BY BUCKS INTO CONIC. OR MASONRY 3 i SEE SHEET 6 FOR ANCHOR CAPACITIES 2 w W P bi " oo�Si� • • • • • • • • • • • • PRODUOT R6Y[SF.9 o ^ • • • • • • • • • • • Buildm l CY,th the PMrida �\\ y' •• •••'K1w �i, 1 •1 • • • • • �P•' CEN ''GGi�'' 9 Accer ce o A �tancc No 70592 n F 1( • • ♦• • • • •• BY • • • • • • • : • : • Mi. 1 Dade aduct Calbr ^ `O ', • • • • • • •���� drawing no. • • • • • • • • .THESE MUtt�p16S C!� �NLY BE USED WITH ii4's,B"'•••• f'��®\� M07-04 SrW GLAZING PRODUCTS sheet 4 of 18 ••• • • • • ••• • • • • • • • • • • • • 2x2x 1/8'_ ALUM ANGLE TYPICAL ANCHORS 1 PER ANGLE J14 SMS 2 PER ANGLE MU W ON 1/2' TRIM LEG FLOATING CUP— nTYPICAL ANCHORS 2 PER CUP MUWON 1/2" Oz./FILLED BLOCK MAX 3/8" 3' MIN. MIN. I I I I I I I I I I I I I I CUP YPICAL ANCHORS t PER CUP •• ••• • • s • • •• TYPICAL ANCHORS TYPE `B2'. 'C2' _ 'NI2: • • DIRECTLY INTO HOLLOW/FILLED BLOCK • • • • • • • • • • • DIRECTLY INTO CONCRETE • • • • • • • • • •• ••• •• • • • •• INTO METAL STRUCTURES SEE SHEET 6 FOR ANCHOR CAPACITIES • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • w • • THESE AWU-IONS•CA THESE GLAZING PRODU� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BLOCK N � Y Z z o N J L n W QQM m Ztn�+ r 3w Z �Q� N G o G G ````t��t . AH PRODUCTREYtSED..... `�� ���• as ...Plying with th. Fturida '; ' �,10ENSF' Building Cod : o �d E-, -b Done m 5 BY _ 0 Dade -duct '. A OF drawing no. M07-04 ONLY BE USED WITH DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 3 {�V w WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE TYPICAL ANCHORS: � o WIDTH (W) MULL SPAN W2 B2 C2 M2 WIDTH (W) MULL SPAN W2 B2 C2 M2 WIDTH (W) MULL SPAN W2 I B2 C2 M2 1/4" DA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) o 19-1/8" 130.0 117.7 130.0 130.0 19-1/8' 99.6 57.9 129.0 130.0 19-1/8" fi4.8 37.6 83.8 98.0 W2: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Z n j " MIN. PENETRATION INTO WOOD / 2k 26-1/2" 130.0 65.0 130.0 130.0 26-1/2" 71.9 41.8 93.1 108.8 26-1/2" 46.7 27.2 60.5 70.7 1-1 u� q O 30' 129.1 75.0 130.0 130.0 30' 83.5 38.9 82.2 96.1 30' 41.3 24.0 53.4 625 W2: THRU 16Y BUCKS INTO CONIC. OR MASONRY Q 2 Z n 37' 104.7 80.9 130.0 130.0 1 37" 51.5 29.9 s6.7 n.9 37" 33s - a3.3 so.7 1-1/4" MIN. EMBED INTO CONC, OR MASONRY � 0 c 42" 92.2 53.6 119.4 130.0 1. 45.4 26.4 58.7 68.7 42" 29.5 - 382 44.6 Q w 38-3/9' 78' t2o' 82: DIRECTLY INTO HOLLOW/FILLED BLOCK n, 1. 80.7 46.9 104.4 122.1 48' 39.7 23.1 51.4 60.1 48" 25.8 - 33.4 39.1 1-1/4" MIN. EMBED INTO BLOCK G n 54" 71.7 41.7 92.8 10B.5 54" 35.3 20.5 1 45.7 1 53.4 54' 22.9 - 29.7 34.7 Q N w 60" 64.5 37.5 83.6 97.7 60' 31.8 - 41.1 48.1 60` 20.6 - 26.7 31.2 C2: DIRECTLY INTO CONCRETE C1'uta 66" 58.7 34.1 76.0 88.8 66' 28.9 - 37.4 43.7 66" - - 24.3 28.4 1-1/2" MIN. EMBED INTO CONCRETE Q' & lm0 g 72" 53.8 31.3 69.6 81.4 72" 26.5 - 34.3 40.1 72" - - 22.3 26.0 0 IL O 0 .l 19-1/8" 130.0 69.2 130.0 130.0 19-1/8" 92.5 53.8 119.8 130.0 19-1/8' 58.9 34.2 76.2 89.1 1 /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) M2: INTO METAL STRUCTURES of Q a 26-1/2" 110.8 64.4 130.0 1 130.0 26-1/2" 66.8 38.8 86.4 101.0 26-1/2' 42.5 24.7 55.0 64.3 Q w 30" 97.8 56.9 126.7 130.0 30" 59.0 34.3 76.3 89-3 30" 37.5 21.8 48.6 56.8 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) V, 2 u1 E ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) J o a 37' 79.3 48.1 102.7 120.1 37" 47.8 27.8 61.9 72.4 37" 30.4 - 39.4 46.1 Z {q (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Q w 9 i 42" 69.9 40.8 90.5 105.8 42" g42.24.5 54.5 63.8 42"28.8 - 34.7 40.650-5/8" 84' 132"48' 61.2 }5.6 79.2 92.6 48" 21.4 47.7 55.8 48" 23.5 - 30.4 35.5 TYPICAL EDGE DISTANCE - 54.4 31.6 70.4 82.3 54' - 42.4 49.6 54' 20.8 - 27.0 3t.6 INTO CONCRETE AND MASONRY = 2-1/2" MIN. 60" 48.9 28.4 63.3 74.1 60" - 38.2 44.6 60" - - 24.3 28.4 INTO WOOD STRUCTURE = 1" MIN. 66" 44.5 25.9 57.6 67.3 66' - 34.7 40.6 66" - - 2.2.1 25.8 INTO METAL STRUCTURE = 3/4" MIN. Z7z' 40.e 23.7 sz.e st.7 72' - 3t_a 37.2 72" - - 202 23.7 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. 0Jo19-1/B' t2}.3 71.7 uo.o 130.o t9-1/B' 47.1 104.e 122.5 19-1/e' 54.0 31.4 ss.9 81.7 CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. j Vj` 26-1/2" 59.0 51.B 115.2 130.0 26-1/2" 58.4 34.0 75.6 88.4 26-1/2' 38.9 22.6 50.4 58.9 C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm m 2000 PSI MIN. M 3 w M x 30' 78.6 45.7 101.3 119.0 W. 51.6 30.0 66.8 78.1 30" 34.4 20.0 44.5 52.1 Ld 0 ¢ M 37' 63.8 37.1 82.5 96.5 37" 41.8 24.3 542 83.3 S7' 27.9 - 36.1 422 m Z N 42' 56.2 327 72.7 B5.0 42" 36.9 21.4 47.7 55.8 42" 24.8 - 31.8 37.2 3 w 63 96" 144' = rn 48` 49.1 28.6 63.6 74.4 48" 32.3 - 41.8 48.8 48" 21.5 - 27.8 32.5 54' 43.7 25.4 56.6 66.1 54" 28.7 - 37.1 43.4 54" - - 24.7 28.9 Z d U m '^y 60' 39.3 22.9 1 50.9 59.5 60" 25.8 - 33.4 39.1 60" - - 22.3 28.0 ^ 66" 35.7 20.8 45.3 54.1 66" 23.5 - 30.4 35.5 66" - - 20.2 23.7 9 72' 32.8 - 42.4 49.6 72' 21.5 - 27.8 32.5 MULLION HORIZONTAL MULLION 19-1/8" 104.7 60.8 130.0 130.0 19-1/8' 71.9 41.8 93.1 108.9 MULLION ANCHORS 26-1/2' 75.5 4-3.9 97.8 114.3 26-1/2' 51.9 30.2 67.2 78.6 ANCHORS ARCHES TO BE INSCRIBED 0 INSIDE RECTANGULAR SHAPE 30" 66.7 38.8 86.4 101.0 30" 45.9 26.7 59.4 69.4 37" 54.1 31.4 70.0 81.9 37' 37.2 21.6 48.1 56.3 i GLAZING" 42" f 74-1/4' 47.7 27.7 61.7 72.1 42' 108" 32.8 - 42.4 49.6 ��� PRODUCT 3 z 48" 41.7 24.2 54.0 63.1 48" 28.7 - 37.1 43.4 MUWON z .( < $ 54" 37.1 21.5 48.0 S6.1 54" 25.5 - 33.0 38.6 ` \�R ° o g o BO' 33.4 - 432 50.5 60' 22.9 - 29.7 34.7 GLAZING GLAZING O,N ETAIL /t 3"3 ~ 66" 30.3 - 39.3 45.9 66' 20.8 - 27.0 31.6 PRODUCT PROouci �; MUWON p 72" 27.8 - 36.0 42.1 72' - - 24.7 28.9 GLAZING GLAZING HORS m = PRODUCT PRODUCT ALL LOADS ARE EXT. + INT. - . �MuwoN h m ( )/ ( ) ANCHORS C • pp ' • • • • • • �� W7 W-?-�• MULLION SPAN o e B • • • • AN • • • • • `tt1111111//AA O ANOTNY CONDITION SHOWN HEREIN MAY COVER LOCATIONS • • • • • • • �l PICPkULL MULLION ARRANGEMENTS PRODUCT REV- ����, A7jii AT HEAD, SILL OR JAMB ENDS. • • • • • • • • • • • • ia_plyingwilhlheFiarida )�;.•'a0EN8F ®i� i� 'I g SEE SHEETS 4 & 5 FOR ANCHOR DETAILS. A-p1 c.N ( ) W7 + W2 Accepinnce No•'LU�2 70592 WIDTH W = Dale f.F (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) • • • • 2 I it :5r _ ; 9 • ••• ••• ••• Toy a • • • • Munn ede • • • • �� A OF � � drawings no. • • • • • • THESEIA dJONS•AlN ONLY BE SIW GLAZING PR&UCTS 77j7 11 �j jt��1` sheet 6 of 18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 X 2 X 1/8- ALUM ANGLE TYPICAL ANCHORS 2 PER ANGLE (�14 SMS 2 PER ANGLE ULUON 1/2• MAX. TRIM LEG IEQD. MUL ML BLOCK BLOCK TYPICAL ANCHORS TYPE 'W4-2' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU 1BY BUCKS INTO CONC. OR MASONRY SEE SHEET 10 FOR ANCHOR CAPACITIES • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • • • • • • • • • • • • • SIW GLAZING1CI ODUN"- LY BE USED WITH PRODUCT REVISED �J.•���i .—ply,o6 with d. Fkwida building Cod. ` : n A.�-_ prince N. •0 2 Pb. 70 f 790C e oducl OF 4ry drawing no. . M07-04 • •• •• • • • •• •• ••• • • • ••• • • 2x2K 1/0- U 31 ALUM ANGLE N' FLOATING CLIP o TYPICAL ANCHORS - MIN. 2' MIN. 2 PER ANGLE n 3 I 2' MIN. TYPICAL ANCHORS Z Im.20 4 PER CUP Q h Z #/14 SIAS W �' !� 2 PER ANGLE i N • o N ----- -- --------------- ----� `_=--- o LL ___________ � V o Wr, a'a>m MUWON MUWON 8 1/2' 1/2' GQi Z N MAX HOLLOW/FILLED BLOCK M HOLLOW/FILLED BLOCK a W CONCRETE CONCRETE � MJrT STRUCTURE STRUCTURE J L TRIM LEG a � � AS REOD. z 3' MIN. ALTERNATE N \ ANCHOR LOCATION MIN. V) U n --------- 0 J o r----- - ------I-`=="T- 1 I I I J fuj ry I I tal QQ Q M S _ 1 1 I m Z_tnLL I N I I F �i W LL m I 1 ® UZU < I --___ Z a 0U m N MUWON MULLION-- Q 3 f/1rn� O TYPICAL ANCHORS TYPE 'D4-2'. 'C4-2', 'M4-2' DIRECTLY INTO HOLLOW/FILLED BLOCK e DIRECTLY INTO CONCRETE INTO METAL STRUCTURES o g g SEE SHEET 10 FOR ANCHOR CAPACITIES $ 9 0 o d R 0 .5; 9 •• ••• • • • • • •• .)a0 o • • • • • • • • • \`1L111111 tf I//�/ 00 • • • • • PRODUCT REVISED OEN co-*1119 with the Fkrid. 4 Bwlding Cod N'nlcmm�ce ` NO. 0592 - "' 3• .. • • • ••- _ S • • • ••• ••- • • • • • • m DedeRodmt drawing no. • • TAESE Ml1LLIQNS CAN•ONLY BE USED WITH �� '+�� �G�� • • • SIW GLAZIN PRODI�TS '��2�i®�I sheet 8 of 18 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 2x2x I/8' ALUM AN �� 3 a 0 TYPICAL ANCHORS I` 0 1/2' 2' MIN. 2 PER ANGLE MIN. h w Z #14 SMS n N 2 PER ANGLE C � � 0 ry` __________- a 9 N 0tURII0 am paoa8 4�_�Wy d6mf� ' MULUON O 1/2' a MAX.OLLOW/FILLED BLOCK Z y CONCRETE CTURE p J NO MSTRUO a Jul 0 30 > "', TRIM LEG lil AS READ. c1 z 6' MIN. F 3 w rn \� ANCHOR LOCATION 0' _ M F-UU 1 ------------ ox Z a O m N r----- m a 3^W iv f/1 m O k' I I I C I n .LU0N- w 0 TYPICAL ANCHORS TYPE '84-2' • ' C4-2'. 'M4-2' • . • • • • • • • • "_ o s g DIRECTLY INTO HOLLOW/FILLED BLOCK • • • • • • • • • • o W DIRECTLY INTO CONCRETE • • • • • • • • • t1t11111Th INTO METAL STRUCTURES • • • • • • • �����,�, �af���i q • • • • • • • • • • PRODUCTREVISED SEE SHEET 10 FOR ANCHOR CAPACITIES • • • • • .e �� thth. Pkmdaw1d�(((/;;;,�n d. A—pr 4to 24 No.70582 •Mi— Da • • • • • P lV�� drawln�g no. • • • • • e • • • �° Rt P•• Cj®�� M07-04 • • • • • 5IW TeSE M NUJbilI ' CANN BE USED WITH`�� �T I/111111,% sheet 9 of 18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W4-2 H4-2'. C4-2 M4-2 19-1/B' 26-1/2' 30" 37' 42" 48" 54" 60" 66' 72" 38-3/8' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 117.1 130.0 130.0 130.0 94.9 130.0 130.0 130.0 83.6 130.0 130.0 130.0 73.2 130.0 130.0 130.0 65.0 124.0 130.0 129.1 58.5 111.6 130.0 117.3 53.2 101.4 130.0 107.6 48.8 93.0 130.0 19-1/8 26-1/2' 30' 37" 42 48" 54' 60" 66" 72' 50-5/8" 130.0 130.0 130.0 130.0 130.0K44.4 130.0 130.0 130.0130.0 130.0 130.0130.0 130.0 130.0[76.9 130.0 122.3 130.0 108.7 130.0 97.6 130.0 89.0 40.3130.0 81.5 37.0 123.4 26-1/2' 30" 37' 42" 48" 54" 60" 66" 72" 63, 130.0 111.9 130.0 130.0 80.7 130.0 130.0 130.0 71.3 130.0 130.0 127.5 57.8 110.2 130.0 112.3 50.9 97.1 130.0 98.3 44.6 85.0 130.0 87.4 39.6 75.5 130.0 78.6 35.7 68.0 119.0 71.5 1 32.4 61.8 108.2 65.5 1 29.7 56.6 1 99.2 19-1/8' 26-1/2' 30' 37" 42" 48" 54' 60' 66" 72' 74-1/4' 94.9 130.0 130.0 68.5 130.0 130.0 �1300.0 60.5 115.3 130.0 49.1 93.5 130.0 95.3 43.2 82.4 130.0 83.4 37.8 72.1 126.2 74.1 i 33.6 64.1 112.2 66.7 30.3 57.7 60.7 27.5 52.4 E41 55.6 25.2 48.1 ALL LOADS ARE DESIGN LOAD CAPACITY - PSP WINDOW DIMS. I ANCHORS TYPE WIDTH (W) MULL SPAN W4-2 H4-2 C4-2 19-1/8' 26-1/2' 30" 37' 42" 48" 54" 60" 66" 72" 78' 130.0 90.4 130.0 130.0 65.2 124.3 127.0 57.6 109.8 103.0 46.7 89.0 90.7 41.1 78.4 79.4 36.0 68.6 70.6 32.0 61.0 63.5 28.8 54.9 57.7 26.2 49.9 52.9 24.0 45.7 19-1/8' 26-1/2" 30' 37' 42' 48' 54" 60' 66' 84, 130.0 83.9 130.0 130.0 60.5 115.4 117.9 53.5 101.9 95.6 43.4 82.7 84.2 38.2 72.8 73.7 3.4 63.7 65.5 9.7 j26.7 56.6 59.0 51.0 53.6 24.3 46.3 19-1/8" 26-1/2' W. 37" 42" 98' 48" 54" 60' 66' 72" 19-1/8' 26-1/2" 30, 37" 42" 108' 48" 54' 60' 66" 72' EXT.(+)/INT 57.3 I 26.0 51.6 23.4 46.9 21.3 DESIGN LOAD CAPACITY - FSF WINDOW DIMS. I ANCHORS TYPE 19-1/8" 26-1/2" 30" 37' 42" 48' 54" 60" 66" 72" 20' 129.5 58.7 93.5 42.4 82.6 37.4 66.9 30.4 59.0 26.7 51.6 23.4 45.9 20.8 41.3 - 37.5 - 34.4 - 19-1/8" 26-1/2' 30" 37" 42' 48" 54" 60" 66" 72"- 132, 117.7 53.4 85.0 38.5 75.1 34.0 60.9 27.6 53.8 24.3 46.9 21.3 41.7 - 37.5 - 34.1 - 19-1/8' 26-1/2' 30" 37' 42" 48" 54" 60" 66' 144" 107.9 46.9 77.9 35.3 68.8 31.2 55.8 25.3 49.1 22.3 43.0 - 38.2 - 34.4 - 31.3 - 3 I< TYPICAL ANCHORS: 41.V 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) to0 0 W4-2: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Z n j 1-1/2" MIN. PENETRATION INTO WOOD 0 • q Z 0 W4-2: THRU 1BY BUCKS INTO CONC. OR MASONRY Q S 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O W ° 84-2: DIRECTLY INTO HOLLOW/FILLED BLOCK d 1-1/4" MIN. EMBED INTO BLOCK C4-2: DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE a & R 1 /4' DLA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) 0aoo 0 C M4-2: INTO METAL STRUCTURES le ¢ z ° -- STEEL 1 /8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) a y, i a J a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. n INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. Z Cj ANCHORS CL TO CL DISTANCE = 2" MIN. O JN 'J 0 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. i N CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. w O Q rn C-90 HOLLOW/FLLED NORMAL WEIGHT BLOCK AT JAMBS im 2000 PSI MIN. m Z (nJ Of M z Z ¢<om � D 0 Q MUWON HORIZONTAL MULLION N 65.3 124.4 1 130.0 1 . - ANCHORS ANCHORS 1 VERTCAL MULLION Z 0 a PRODUCT PR DU T rn _ 47.1 89.8 1 730.0 41.6 79.3 130.0 33.7 64.3 112.6 29.7 56.6 99.2 26'0 49.6 86.8 23.1 44.0 77.1 20.8 39.6 69.4 - 36.0 63.1 - 33.0 57.9 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 7 THRU 9 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS ' PRDUCT ANCHOR EraIL p1 GLAZING GLAZING PRODUCT PRODUCT MUWON SPAN ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE 3 2 - w � MULLION ry ; AN h • • • • ] PlEAC LLI RRANGEMENTS •• ••• •• • • • RaaucT�evlsrTi •• a ..plp.s with dx Flaa9Jn Wt + W2 WIDTH (W) = 2 Building Code A=pt- No 1 "O I'i•Q_Q22 _ • • • . • OV • • • � E °me Mimnde unt - • • • • 0 • •V9§,E.MULLION!CAN•ONLY BE UING pR0DUCIS ••• • • • • ••• • • • •• •• • • • • • ••• • • • •• •• NO 70592 . OF :�� drawing no. 0. °"•`�c�` M07-04 f 1 3 Y 2� Y � V fA 2 X 2 X 1/8' m & m 0I ALUM ANGLE 0 R. 0 0 TYPICAL ANCHORS FLOATING CUP 2 PER ANGLE rn Z q �` 1 /2' 3' MIN. 3 0 3 0 r H z MIN. TYP. .o i 3' MIN. TYPICAL ANCHORS F f m J 4 PER CUP Q a < N 2 PE,R1 ANGXLE _ TYP - N ----------r----- i 2E ( OR M o 7 \` poo.°i c -------------------- -------L===== 0 a m Q WILL p MULLION MU WON / Z CyC - 1/2• = HOLLOW/FILLED BLOCK HOLLOW/FILLED BLOCK Q W OI f MAX. CONCRETE MAX. CONCRETE / O L N I O J () N J to 3 5/ 8' MIN. 3' IN. �N �z D a, __-________ ____-- m . Z If) L � 3w W I I I Mf UQ1 ZO W n I Z CL "I z I I I I J — ui z 1 Q 3hW I I I I lnmo �' I I I I O I I I I I I I I L I I I O ytll �1 W n MU MULUON TYPICAL ANCHORS TYPE 'W4-3' c u��mC INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o o a THRU 1 BY BUCKS INTO COW(6 OJ4*SVRYO • • • • • d o - o W SEE SHEET 14 FOR ANCHOR•CAPACITIES • • • • • • • • O • • • • • • • • s • • • • PRODUCT RFYISM ��� �v'-••�y;°7ag ..��ii i - • • • • • • • m eomplYmB with the Flarttis )�' • uCEA1yE ••., i o •t a .No! • f • • • 8Y v a u • • • • • • • Wtiam Dade uct ' • • e • •, p � •�j � drowing no. • • • • • LLI TYIESE MU QNS CAN! ALY BE USED WITH ' ��y�+ ""••-04 `ga `� SIW GLAZING PRODUC' ���i ®I \�X sheet 1 1 of 18 • • • • • • • • • • ••• • • • ••• • • 2X2%1GLE �V < ' ALUM ANGLE O I TYPICAL ANCHORS FLOATING CLIP Z q 1 /2" 3' MIN. 2 PER ANGLE MIN. TYP. o vx Fr b Z -/F// j`t4 SMS n 3"MIN, N TYPICAL PANCHORS ER CUP 2 PER ANGLE L _ g -- ------------------------ IV M ao- -- - ----------------+---- _ oybya : MULLION ® MULLION a j 2 m 1 /2. 1/2. J z n MA% 0 OY✓/F1LLE0 BLOCK �LoWmLLED BLOCK CONCRETE CONCRETE 0 M STRUCTURE M STRUCTURE N N V) z U n 0 JN N J JO J emu) 3" MIN. 3/8" 3' IN. N < iv z MIN. 0O > M ------------- --- LL m � F ZN Q,�j�14 0 � N ----- 3 w "" ® I H (D z azn C,m tn- r , I J M M Q rl 3w N I I I 1 p�p I I I I COD_ _ O N I I I S I ulw MULLK)N MUWON ci°$M TYPICAL ANCHORS TYPE 'B4-3'. 'C4-3' DIRECTLY INTO HOLLOW/FILLED BLOCK C OF.e 0 o q n DIRECTLY INTO CONCRF•TE r g g $ • ••• . • • • • ••U.oo f o • SEE SHEET 14 FOR rNCHOR C4C11% • • • • • • - O • s 000 • • • • • of PRODUCT REVISen ��:•' VeBN,q•E.'•.+YJ : i ,' 4 as complying with die Florida b n Suifdivg Cod, Acceptance No 17-67 'pJ9j��1 _ NO. 0592 t = ., o a • • • • • s • e Date •P` • • G ! B%Y • • • • • • • ue< �� •., � ly�� drawing no. .•. 00 •' yy ►.• ®� M07-04 • • • • • • SIW GLA2TINLGI PRDDUCTONSGCAN ONLY BE USED��� �t�flll 1\\ Theet12of18 ••• • • • • ••• • • • • • • • • • • • • 2 X 2 X 1/8" ; ALUM ANGLE 0 1/2' 3" MIN. TYPICAL ANCHORS 2 PER ANGLE Z n % MIN. ttP. O y • Z 2 PER14 SMS ANGLE N w.� N O 0tRa O IL a 0•��� aw�� LLLu ;U) ------------- mm O N b [n I Z V N MULLION - j o 1/2' N� MAX. W Q Q M OLLOW/FlLLED BLOCK CONCRETE Ef STRUCTURE OD Al h 3w �= m � I-UQU I Z Q0 aUm rl La N I—Z ------------- 01 a ~ i i 2 M C w I V I � `----- vi cl o 4 a o h • v•• • • • • • •• w • • • • • • • • w o MULLION- •• w•• • • Is ••• •• f \`\\\'�\yy1��111A ti1��/'' 0 • • • • • • • � • • • • Preolwcrstevisso ,8;.••Uc�vBF•.•. S d a s s1 V-9 - IUI the FMrfda TYPICAL ANCHORS TYPE 'B4-3', d n 'C4-3' AacePtmce No i ! No AN • • • • � 1» 22 * DIRECTLY INTO HOLLOW/FILLED BLOCK • • • • • • • + • • • • • �` DIRECTLY INTO CONCRETE • • • • • • ar • • • • •-1Xinnli •.• SEE SHEET 14 FOR ANCHOR CAPACITIES ••• • Is • + drawing no. • THESE�GI�I1LUONS•(.1w ONLY BE USED WITH ••1 • • ` �M07-04 • • • • SIMI GLA2RJG PR(9buCTS q��j1 �P+1 sheet 13 of 18 ••• • • • ••• • DESIGN LOAD CAPACITY - PSF r DESIGN LOAD CAPACITY- PSF WINDOW DIMS. ANCHORS TYPE I 1PINDOW DIMS. I ANCHORS TYPE 26-1/2' 30' 37" 42" 48" 54" 60" 66" 72" 38-3/8" 130.0 130.0 130.0 1 130.0K130.0 130.0 1 26-1/2" W. 37' 42" 54" 60" 66, 72" 78' 130.0 121.7 130.0 107.2 130.0 93.8 130.0 83A 129.1 75.0 117.3 68.2 107.6 62.5 130.0 1 19-1/8" 26-1/2" 30' 37" 42". 48" 54" 60' 86" 72' 130.0 130.0 130.0 19-1/8' 26-1/2' 30" 37" 42" 48' 54" 60' 66" 72" 84" 130.0 128.8 130.0 130.0 113.8 130.0 130.0 92.3 130.0 130.0 81.3 130.0 122.3 71.1 130.0 108.7 63.2 130.0 97.8 56.9 126.7 89.0 51.7 115.2 81.5 47.4 105.6 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72' 83' 130.0 130.0 130.0 19-1/8' 26-1/2" 30' 37' 42" 48° 54" 60" 66" 72' 96' 130.0 103.5 130.0 130.0 91.4 130.0 127.5 74.1 130.0 112.3 65.3 130.0 98.3 57.1 127.2 67.4 50.8 113.1 78.6 45.7 101.8 71.5 4-1.6 92.5 65.5 38.1 84.8 19-1/8" 26-1/2' 30" 37" 42" 48' 54" 60" 66" 72" 74-1/4" 130.0 121.7 130.0 19-1/8" 26-1/2' 30" 37' 42' 48" 54" 60" 66" 72" 108' 130.0 87.8 130.0 130.0 77.8 730.0 108.2 62.9 130.0 95.3 55.4 123.4 83.4 j 48.5 108.0 74.1 43.1 96.0 66.7 38.8 86.4 60.7 55.6 35.3 32.3 78.5 72.0 ALL LOADS ARE EXT.(+)/INT.(-) 1 59.0 1 34.3 76.3 1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W4-3 B4-3 C4-3 19-1/8" 26-1/2' 30' 37' 42" 48' 54" 60" 66' 72" 120" 129.5 75.3 130.0 93.5 54.3 121.0 82.6 48.0 106.9 66.9 38.9 86.7 59.0 34.3 76.3 51.6 30.0 66.8 45.9 26.7 59.4 41.3 24.0 53.4 37.5 21.8 48.6 34.4 20.0 44.5 19-1/8" 26-1/2° 30" 37" 42" 48" 54" 60" 66" 72" 132' 117.7 68.4 1 130.0 85.0 49.4 110.0 75.1 43.6 97.2 60.9 35.4 78.8 53.6 31.2 69.4 46.9 27.3 60.7 41.7 24.2 54.0 37.5 21.8 48.6 34.1 - 44.2 31.3 - 40.5 19-1/8° 26-1/2" 30' 37' 42" 48" 54' 60" 66" 144" 1 107.9 62.7 130.0 77.9 45.3 100.5 68.8 40.0 89.1 55.8 32.4 72.2 49.1 28.6 63.6 43.0 25.0 55.7 38.2 22.2 49.5 34.4 20.0 44.5 1 31.3 - 40.5 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 11 THRU 13 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 3 TYPICAL ANCHORS: 'ELCO �I� o 11A' DIX ULTRACON BY (FU-177 KSI, F7=155 KSI) W4-3: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Z o 1-1/2" MIN, PENETRATION INTO WOOD 0 n of W4-3: THRU 1BY BUCKS INTO CONC. OR MASONRY N Q 2 :_ A J ,IL ' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o o 0 ` I2 B4-3: DIRECTLY INTO HOLLOW/FLLED BLOCK " N d CC c 4 1-1 MIN. EMBED INTO BLOCK / 0 t In C4-3: DIRECTLY INTO CONCRETE ci p uF' 1-1/2" MIN. EMBED INTO CONCRETE cl o 2:mll TYPICAL EDGE DISTANCE ° C 0 -aL - It INTO CONCRETE AND MASONRY = 2-1/2" MIN. Q 23 • INTO WOOD STRUCTURE = 1" MIN. LL Z o o• ANCHORS CL TO CL DISTANCE = 3" MIN. J z Lmo 5 W Q W m F H WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN, 1 CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm 2000 PSI MIN. N V1 m I Z 0 a JN Jo Qa w m Z In V z CD MULLION ANCHORS MULLIONHORRONTAL ANCHORS MULLION ARCHES TO BE INSCRIBED Z :2} 0 J d 0 0] N N I v \ INSIDE RECTANGULAR SHAPE Q - ` :n I, 0 L-0-u- GLAZING PRODUCT n ANCHOR ETAIL I1 CIAZING GLAZING PRODUCT PRODUCT U� J -.UWON ANCHORS W7 W2 MUWON SPAN - • . • • • . • • a.YP fAL I&I-LION ARRANGEMENTS • •• • • • • -.. `1`1`1�111111/1 AHI6 + W2 •••wi Dl%i W 2 • • • • • • • • -W1 • -•� - - PRODUCT REVISED `�V dp`!`:. ��\ ��-''•V1GE%4.4F as eaml+lyirtg with. Lhe Florida • ••• • ••• ••• ••• Building Code NO Ao ptanee 140 -07 0 ' E�gti® Date A • • • .0 • • • • By mi • • • • • S WE E MULLONSNLY BE USED WITH I �I ZING PRODUCTS 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 X 2 X 1GLE aN ALUM ANGLE FLOATING CDP 3/8' 2 1/2' MIN. TYPICAL ANCHORS ANCHORS PER ANGLE -� 0 Z MIN. 1YP. ZZ 11114 SMS 2 1/ Typ.MIN. TYPICAL ANCHORS O H 3 PER ANGLE 6 PER CLIP g f 0 0 0 U Is n 1,1`_____ _____________________ ano .+ - 0d��� MUON MUWON Q W y 6 1/2" 1/2- VZ116�1k MAX. CONCRETE MAX. Q w 'Omi) f LTRIM LEG METAL STRUCTURE METAL STRUCTURE —� AS READ. ONi (n i Z U n J JO_ 3/8" MIN. W _ Q I Z Iuj W W a ro O ~m Z¢VQ v QW G aU I I - mD I I I Q 3m�v I I' w I V7W I I O I I I I I MUWON "I O R w TYPICAL ANCHORS TYPE `C6'. 'M6' DIRECTLY INTO CONCRETE INTO METAL STRUCTURES > SEE SHEET 17 FOR ANCHOR CAPACITIES c • Ooo • • • • • • • • • • • I?•(iii .OR •-AOI1UCT REVISED ` 'p;•• �1GEN$F m-mplyni8 �sith the Ftida @WIdi.g Cod- Aaxpeu.ca Ab No. 0592 }� • ••• • ••• ••• ••• ire Of _ ? • • • • • • • Byuk • • • • • • • • 0P Bq�� drawing no. • • • • • N... ate: • • • • THESE MULLI )W CAN •NLY BE USEU WWW� i s ' '• •' � ��� M07-04 SIW GLAZING PRODUCTS ���i11111 11T\y` sheet 15 of 7 $ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 X 2 X 1/8' ALUM ANGLE �3 3/8' 2 1/2- MIN. TYPICAL ANCHORS MIN. TYP. 3 PER ANGLE Z m o F �np Z a� OZ h Z o #14 SMS 3 PER ANGLE _ cy a aoo`o O W 4 1oY LINn aaa� g D a o 0 oyp+ 0 N N 0 �((20 N 4 ZO-°• Ic W T E F O z +® ®+ MULLION - Z O -j 1 z' � . 30 CONCRETE STRUCTURE Wm > M p Q TRIM LEG AS READ. 7r J 3 U) N � H C� V I z aoN z aVm TYPICAL ANCHORS TYPE `C6'. W6' Q F DIRECTLY INTO CONCRETE in-rn In INTO METAL STRUCTURES SEE SHEET 17 FOR ANCHOR CAPACITIES ojoj& r� OR •g94a 400 .y > •• ••• s • • • • •• ®0 u o • • • • • • • • • • • • • e • • • • • • PRODUCT REVISED 11111111I IIYA'' O •� • • s • • • • • • • • • --mP41-9 with the FWda - . '�'; VGEN . ® �� c aMadmg cow Aoceplmsce Ao Exyira n Daie •/�ZZ � No. 0582 a „�� �' � � • • • • • • • • • • • • • • • • • IVtI(N1-Dade nJducE Ca7Q•!•' � •. �` A F (yam v a � drawing no. • • • • 0 THESE MW11ONS CAN ONLY BE USED WITH �A/I sheet 16 of 18 SIW GLAZING PRODUCTS �� NYY�` ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSP WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN CO MB 19-1/8' 26-1/2" W. 37" 42" 48" 54" 60" 66" 72" 36-3/8° 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8" 26-1/2" 30" 37" 42' 50-5/8" 45' 54" 60" 66' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 19-1/8" 26-1/2" 30" 37' 42" 48" 54' 60" 66" 72" 63" 74-1/4" DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN C6 M6 19-1/8" 26-1/2" 30" 37" 42° 54" 80' 66' 72" 78" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 128.8 130.0 114.5 130.0 103.0 130.0 93.7 130.0 85.8 120.2 19-1/8" 26-1/2' 30" 37" 42' 48' 54" 60" 66' 72' 84" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 119.6 130.0 106.3 130.0 95.7- 130.0 87.0 121.7 79.7 111.6 19-1/8" 26-1/2" 30" 37" 42' 48 54" 60" 66' 72' 96" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 119.6 130.0 104.6 130.0 93.0 130.0 83.7 117.2 76.1 106.5 69.8 97.8 19-1/8" 26-1/2" 30' 37" 42" 46' 54" 60" 66" 72" 108" 1 130.0 130.0 130.0 130.0 130.0 130.0 120.6 130.0 106.3 130,0 93.0 130.0 82.7 115.7 74.4 104.1 67.6 94.7 62.0 86.8 ALL LOADS ARE EXT.(+)/INT.(-). DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) IMULL SPAN C6 M6 19-1/8" 26-1/2" 30" 37" 42" 48' 54' 60" 66" 72' 120" 130.0 130.0 130.0 130.0 130.0 130.0 108.6 130.0 95.7 130.0 83.7 117.2 74.4 I D4.1 67.0 93.7 60,9 85.2 S5.8 78.1 19-1/8' 26-1/2" 30' 37' 42' 48" 54' 60" 66• 72' 132" 130.0 130.0 130.0 130.0 121.7 130.0 98.7 130.0 87.0 121.7 76.1 108.5 67.6 94.7 60.9 85.2 55.3 77.5 50.7 71.0 19-1/8" 26-1/2' 30" 37" 42" 48' 54" 60' 66" 44" 130.0 130.0 126.3 130.0 111.6 130.0 90.5 126.6 79.7 111.6 69.8 97.8 62.0 86.8 1 55.8 1 78.1 50.7 71.0 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 15 & 16 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) TYPICAL ANCHORS: 1/4 DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) C6: DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE 1 /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) M6: INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE = 2-1/2" MIN. INTO METAL STRUCTURE = 3/4" MIN. ANCHORS CL TO CL DISTANCE = 2-1/2" MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. MULLION ANCHORS VERTICAL MULLION z 0 3 GLAZING GLAZING PRODUCT PRODUCT \-MUWON ANCHORS W1 W2 MULLION ANCHORS n [HORIZONTAL MULLION ARCHES TO BE INSCRIBED `INSIDE RECTANGULAR SHAPE 'GLAZING PRODUCT 3 '( ANCHOR ETAIL f1 MULLION a ANCHORS 3 GLAZING GLAZING PRODUCT PRODUCT MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = wt + w2 s • • • • • • • • PRODUCT REVISED • • • • • • • • • • • • a5 w P411ng with the Fkwid• building Code n 1 'O I OF Aceapt-I4o .� Date 29 • • • • • • • Miami ade tC • • • • • • • • THESE MULL70 CAN ONLY BE USED WHH SIW GLAZING PRODUCTS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IN Z h F o q LL e 6 cr Op`4 �O m 0 IL 0 z LL z�Uo�ry)p1 JnJ Q W 0 F r `71111n1I17Tp NcL " ��,'• 7.6yI� drawing no. M07-04 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN M2A M3A WIDTH (W) MULL SPAN M2A M3A WIDTH (W) MULL SPAN M2A M3A 19-1/8' 26-1/2" 30" 37" 42" 48" 54" 60" 66' 72' 130.0 130.0 19-1/8" 26-1/2' 30" 37' 48' 54" 60" 56' 72" 130.0 130.0 19-1/8" 26-1/2" 30" 37' 42" 48' 54" 60" 66" 72" 120* 98.0 130.0 130.0 130.0 108,8 130.0 70.7 106.1 130.0 130.0 96.1 130.0 82.5 93.7 130.0 130.0 116.9 50.7 76.0 130.0130'042' 103.0 4.4.6 66.9 122.1 130.0 90.1 39.1 58.8 108.5 130.0 E77.9 80.1 34.7 52.1 97.7 130.0 72.1 31.2 46.9 88.8 130.0 65.5 28.4 42.6 814 122.1 60.1 26.0 39.1 19-1/8' 26-1/2" 30" 37' 42' 46" 54" 60' 66" 72' 1 130.0 130.0 19-1/8' 26-1/2' 30" 37" 42" 48" 54' 60" 66° 72" 130.0 130.0 19-1/8" 26-1/2" 30" 37" 42' 48" 54" 60" 66" 72" 89.1 130.0 130.0 130.0 101.0 130.0 64.3 96.5 130.0 130.0 89.3 130.0 56.8 $5.2 120.1 130.0 72.4 108.6 46.1 69.1 105.8 130.0 63.8 95.6 40.6 60.9 92.6 130.0 55.8 83.7 35.5 53.3 82.3 123.4 49.6 74.4 31.6 47.3 74.1 111.1 44.6 66.9 28.4 42.6 67.3 101.0 40.6 60.9 25.8 38.7 1 61.7 92.6 37.2 1 55.8 23.7 35.5 19-1/8" 26-1/2" 30" 37" 42' 48" 54" 60' 66" 72" 63° 130.0 130.0 19-1/8" 26-1/2' 30' 37" 42" 48' 54" 60" 66" 72' 96" 122.5 130.0 19-1/8" 26-1/2' 3d 37' 42" 48' 54' 60" 68" 144" 81.7 122.5 130.0 130.0 88.4 130.0 58.9 88.4 119.0 130.0 78.1 117.2 52.1 78.1 98.5 130.0 63.3 95.0 42.2 63.3 85.0 127.5 55.8 83.7 37.2 55.8 74.4 111.6 48.8 73.2 32.5 45.8 66.1 99.2 43.4 65.1 28.9 43.4 59.5 89.3 39.1 58.8 26.0 39.1 54.1 81.1 35.5 53.3 23.7 35.5 49.6 74.4 32.5 48.8 19-1/8" 26-1/2" 30" 37' 42" 48" 54" 60' 66' 72" 74-1/4" 130.0 130.0 19-1/8° 26-1/2' 30" 37' 42" 48' 54" 60" 66" 72" 108" 108.9 130.0 114.3 130.0 78.6 117.9 101.0 130.0 69.4 104.1 81.9 122.E 56.3 84.4 72'1 108'2 49.6 74.4 63.1 94.7 43.4 65.1 58.1 84.1 57.9 50.5 75.7 52.1 45.9 68.8 r 47.3 42.1 63.1 1 43.4 If 14 S.M.S. 2/ CHANNEL TUBE MULLION SEE CHART 'M2A'� r 114 F.H. 1 2/ THICK ALUM CHANNEL LENGTH TO - SNUG I I INTO MULLION I I I i TUBE MULLION I 1 I I IES MAY BE NOTCHED SHOWN TO ALLOW INSTALLATION CLIP ANGLE ILK JOINT AFTER ASSEMBLY #14 FF! SMS 2 PER CUP SEE CHART 'M2A' 3 PER CUP SEE CHART 'M3A' ACCESS HOLES �1-1/2" O.C. MIN. THIS SCREW CAN BE INSTALLED IN EITHER I i�14 FH SMS I' 2 PER CUP DIRECTIONtj ; 1" O.C. MIN. 1-3/4" X 2' X 1/8" (FOR 2BY TUBE) 3/4' X 2' X 1/8" FOR (1BY TUBE) ALUM ANG CUT TO FIT SNUG INSIDE TUBE ANCHOR DETAIL #1 METAL TO METAL CONNECTION m N Z 2 JO N J ;, Z) -It 8 W 0 Q rM1 O3 Z v) H 3 W VZU p Z a V m N � vi a 3��v V)Obic • • • • • • • • • PRODUCT RP.VISPID \\\` �� Ar� ... • • • • • • • • • • • • as camptyen8 with :hc FlnrMa '�;�yy,' • d • %A F •' 0 0 I4erilding Cn e m Aoccptance x.1 t7' 0 17.02 b Data 'jQ, No. % g� • • • • • • •• ••• ••• Pro -Ecoittrool • • • • • • • • • • • • • ATE F <(/ drawing no. . .. M07-04 • • • • • THiSE MULLIOp6 CAN pNLY BE USED WfTH "' SIW GLAZING PRODUCTS '77//! ®�I 1 11 y�1\\\\ sheet ($ of) $ • •• •• • • • •• •• ••• • • • ••• • • al ?r•, IA yr x5 .. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search d b' r Product Approval �� oo USER: Public User Product Approval Menu > Product or Application Search > implication List > Application Detail FL # FL26942 Application Type New Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Authorized Signature Ulises Senaris . • ulises@mrglasswindows.com • • • • • • 0000 Technical Representative Augusto Arias • • • • • • • • • • • • • • • • • • • Address/Phone/Email 8120 NW 84th St • Medley, FL 33166 • • • • • • (305) 470-8284 • • • • • • • • • aarias@mrglasswindows.com • • • • • • • 09000 •••••• ••• • ••••• Quality Assurance Representative • • • • • • • • • • • • Address/Phone/Email • • • • • • •• • • • • • •••••• Category Exterior Doors • • •• • • • • ...•.. Subcategory Swinging Exterior Door Assemblies • • • • • • • • • • • • • • 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 the Javad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL26942 RO COI SS - Mr Glass - Series 3000 Alum OS Door (LMI) - CI.pdf Referenced Standard and Year (of Standard) Standard ASTM E1886 ASTM E1996 TAS-201 TAS-202 TAS-203 Equivalence of Product Standards Certified By Year 2013 2014 1994 1994 1994 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/19/2018 Date Validated 04/19/2018 Date Pending FBC Approval 04/27/2018 Date Approved 06/12/2018 Summary of Prod Model, Number or Name Series 3000 Aluminum Outswing Entrance Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-80 Other: See drawing 18-36F for span vs load combinations and installation details. Description Large missile impact resistant aluminum outswing entrance door. Installation Instructions FL26942 RO II SS - Series 3000 Alum OS Door (LMI) DWG L8-36F.pdf Verified By: ]avad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL26942 RO AE SS - Mr Glass - Series 3000 Alum OS Door 'LMI) - PAE.q ff Created by Independent Third Party: Yes EMI • • • • • • • • • • • • • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1&360 • • • • ••• • •• •••••• The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: AccessibilR; alement :: Refuni Statement • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a i3b9d@rllcQrds requAle do nRt send elecQonic • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,VJ.4395. *Purst}antTo•S0ion 455.2� (1)Y • Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if hey have one. The aIIs • provided may be used for official communication with the licensee. However email addresses are public record. If you danoivUsiii ♦to supply *Wrisonal•nddress, PJVV• • provide the Department with an email address which can be made available to the public. To determine if you are a licensee •nderthapter 455, F.`S, please click here . •• •• •• •• Product Approval Accepts: ••••• �' � ¢CMcY • • • • • •••••• •••••• Credit Card 09, •• :••••� Sate • PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 - METHOD 1 OPTION D FL 26942 Detailed Product Description: Date: 04/17/2018 Manufacturer: MR. GLASS DOORS & WINDOWS, INC. Manufacturer Address: 8120 N.W. 84 STREET. MEDLEY, FL 33166 Model Name: SERIES 3000 ALUMINUM OUTSWING ENTRANCE DOOR Maximum Frame Width: 40-1/2"(X), 78-1/2"(XX), 42"(0) Maximum Frame Height: 98" Maximum Load: +80 PSF, -80 PSF (Large Missile Impact) Installation Drawings # 18-36F This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See charts on installation drawings for combinations of span vs. load. Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) .... "T `lest ri Vie.:, ry ASTM E283 Air Infiltration Hurricane Engineering & 2/13/2018 HETI-18-6004 `• • ` ; • • • Rafael E Droz-Seda, R.E. Leakage Testing, Inc 2/13/2018 HETI-18-6011 ASTM E331 OR 2/13/2018 HETI-18-6002 * • ASTM 547 & TAS Water Hurricane Engineering & 2/13/2018 HETI-18-6004 RafM E.•Droz-Sede, P.E! 202 Penetration Testing, Inc • • • • • • • • • 2/13/2018 HETI-18-6011 • • • 2/13/2018 HETI-18-6001 •'• " • • ASTM E330 Uniform Static Air Hurricane Engineering & 2/13/2018 HETI-18-6002 s • • •: Rzgael!Droz-Sella, P.E. & TAS 202 Press. Testing, Inc 2/13/2018 HETI-18-6004 • • . •„ • 2/13/2018 HETI-18-6011 •• • 2/13/2018 HETI-18-6001 Forced Entry Hurricane Engineering & 2/13/2018 HETI-18-6002 ASTM 1304 Rafael E. Droz-Seda, P.E. Test Testing, Inc 2/13/2018 HETI-18-6004 2/13/2018 HETI-18-6011 Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) --est't(on t hest ate q Testee Tess ' " FBC 1626.2 2/13/2018 HETI-18-6003 (TAS 201 & 203) Large Missile Hurricane Engineering & ASTM E1886 & Impact & Cyclic Testing, Inc 2/13/2018 HETI-18 6005 Rafael E. Droz-Seda, P.E. E1996 2/13/2018 HETI-18-6012 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: „ No 70592 r s � '. STA'f OF SEALED 4118/18 OR Javad Ahmad PE # 70592 /0NACE—,0:" AI-Farooq Corporation EB # 3538 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com April 18, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. Series 3000 Aluminum Outswing Entrance Door — L.M.I. Certificate of Independence :•••:+ • + Dear Sirs, .+.+.. 0 +. .•+•.,. •••••• As the design retained by Mr. Glass Doors & Windows, Inc. on the refenGed ;••••; engineer p,r"ct above, I do hereby declare that I do not have and will not have any finaneinf;ntereA irteny ••••. company manufacturing or distributing the above referenced product, nor d'o CMAUe or MI'lh&e any financial interest with any other entity involved in the approval process"0 product. �• •••••♦ . . .+ • •t • ••♦•.• Sincerely, • • •,`JPJ`PG�•EAHM'gpt �'•,� No 70592 Oe T F w: OP\O.' ♦ . SEALED4/18118 nn111��� Javad Ahmad, P.E. Director of Engineering 9360 Sunset Drive Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES_3000 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES COMBINATIONS SEE SHEET 4. LOWER VALUES FROM DOOR CAPACITY, SIDELITE CAPACITY OR MULLION CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATION WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. a Z m' T h a - 3/16" TEMP. GLASS (. W 2 ry.. .... 3/8- AIR SPACE < a0 kq' -- n —3/16" HEAT STREN'0. GLASS -3/16- HEAT STREN'D. GLASS 0 m ,a U CL 090' Interlayer - 090' Interlayer LL - Trosifol PVB Trosifol PVB ^ j By 'kuraray America, Inc.' By 'kuraray America, Inc.' 8 H r GGGii7 d 3/16" HEAT STREN'D. GLASS 3/16- HEAT STREN'0. GLASS of 5 In SPACER 0 a G 0 a°�p ALUMINUM 0 .3W C C (6063-T5) Q m z ro Z '.DO O Ul 0 20 19;. 20 ig. .I n 17 III SILICONE n �' 17A, .. SILICONE DOWSIL 795 _�, ,; DOWSIL 795 - a1 \ 241 t �`241 p 3 z � N Z GLASS TAPE 1' GLASS_ TYPE.._`Al' Li �E M O N ; m N Q ] 0-0 O o, w c�oLR w O N LLJ o w m 1 0 C U d v. a • • • • • • • • FL #26942 o C TJ .N • • • • • • • • • • • ?. CONTRACTOR TO BE RESPONSIBLE FOR TIE SELECTION, PURCHASE AND nqs' A�� `\\\\_ INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION spy PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ag .•'�1GcN m •r ON THIS DOCUMENT. ry n • • • • • • • • • • B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF • NO. 1111*I*'0 W ANY MEANS. T0692 • •'. C-S� SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED • • E NEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO R) T c t • • • • • • • 3 THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER • • • • • • • • • J'I4DF THE P.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED 0 s F dfO wing no. • • 000 • • EF•INEER TO THE P.E.O. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 18-36F O THE ggL�ID�'��r�9;y®�� AL SEAL T SIGNATURE OF ��yly�dO A�.l1 ,\\\ EER OFDATE THE ROFESSIONAL ENGINRECORD THAN PREPARED sheet 1 of 10 •e• • • • • .•• SEALED4 1 ••• • • • ••• • • 40 1/2" 78 1/2" DOOR FRAME WIDTH DOOR FRAME WIDTH 38" MAX. 76" MAX. _ DOOR OPNG. WIDTH _ DOOR OPNG. WIDTH HEAD & SILL ANCHORS AT STILE & MULLION ENDS 13 1/2" (4) AT 3" O.C. 13 1/2" 3 MAX. - 3 MAX. 3 1/2` MAX. HEAD 3 1/2" MAX. HEAD HEAD/SILL A SILL HEAD/SILL A SILL CORNERS CORNERS ..... _ �_..._.____ 41�__..�........ ._.._�._�.; \ / \ D/ / E F \ w S iv O 7. N O / 4 ACTIVE ! ACTIVE \ / INACTIVE I I I SURFACE APPLIED C w SURFACE APPLIED C FALSE MUNTINS OR m FALSE MU TINS OR 28 1/4" <N ¢ ¢ , DECORATIVE GRILL 28 1/4" 28 I/4" DECORATIVE GRILL MAY BE USED D.L OPG. <'O O n MAY BE USED D.L. OPG. D.L OPG. 38 9/16" 38 9/16" LEAF WIDTH LEAF- WIDTH NOTE: EGRESS REQUIREMENTS TO BE REVIEWED N BY BUILDING OFFICIAL. m w GLASS D.L.O. FORMULAE: ao D.L.O. WIDTH = FRAME WIDTH - 12.438" (X DOORS) (FRAME WIDTH - 22.0")/2 (XX DOORS) D.L.O. HEIGHT = FRAME HEIGHT - 11.50" TYPICAL ELEVATION TYPICAL ELEVATION ( x) ( x x ) MAXIMUM DESIGN LOAD RATING = t 80.0 PSF • • • • • • • • • • • (FOR SIZES SHOWN ABOVE OR SMALLER) — 80.0 PSF • • • • • • • • • ••• • ••• ••• ••• • • • • • • • NOTE: • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) •.. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • o oo Z m r 0, m % w e a N I 0 jr WO`m O C U In m Caoo 8 z it0 wDw LLZa o Ja9a i Q wIS2 v U m O', o z7 Q o _ Z H- 3 xx � 6 g W w z H- 10 00LLJ I zr wo J V 00 :2 r c 0 U a .0o v-o +lo. T0592 a = 0 ` 1 $ M o 5 Y F . a� •.., oralo� drawing no. 18 36F FL #26942 ��7111j1`vv sheet 2 of 10 SEALED 4/18/18 DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELITES SIDEUTE SIDEUTE WITHOUT FRAME WIDTH FRAME HEIGHT REINFORCING EXT.(+) INT.(-) INCHES INCHES 24 80.0 80.0 30 80.0 11 80.0 36 a> 8b.0 #J 80.0 80.0 42 74.3 74 3 24 80.0 80.0 30 80.0 80.0 36 84 80.0 80.0 39 B0.0 80.0 42 74.3 74.3 24 80.0 80.0 30 $0.0 80.0 36 90 80.0 80.0 39 80.0 80.0 42 74.3 74.3 80.0 80.0 96 80.0 80.0 ! 80.0 80.0 F24 80.080.0 800 80.0 80.0 98800 j BO 0 80.0 39 1 80.0 80.0 EXT. SIDELITE FRAME WIDTH GLASS D.L.O. DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.50" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.813" NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 O 39 1/16" MAX. SIDEUTE WIDTH �� mw 13 1/2- m n Z n ^ 3 MAX. 0 r- M 3 .. SILL _. 9 SILL N Z tp N Q 4 a 3 1/2- MAX. �... IL m �00Zi 0.� HEAD/SILL_ ('i - 0 w N m..0 CORNERSe IL J ...:.A.-L,-..� W O � _ 0 �Hm _ DaopN m I m W LL / 0 I:Zm-m Jzma ww Q W m F F I N'K ro o 0 a II O o p Z ID a 0 M N V) O W O J v SURFACE APPLIED Fi s mw '� a0 FALSE MUNTINS OR DECORATIVE GRILL 34 1/4" a .: _ 0 -- MAY BE USED D.L. OPG. n TYPICAL ELEVATION STAND ALONE SIDELITE N W • • • • • • • • • • • • • • • • • • • • _. `W��111 ii11.f f7j 0' _. c _... '.✓9; 3' � m of 0 e _ • ••• • ••• No. 70592 ••• ••• a • • • • • • • • • • • i� dfawmg no. � ` "`''•. oRlor.•' c 18-36F FL #26942 sheet 3 of 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF SIDEUTES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE SIDELRE WITHOUT WITH FRAME FRAME RF.iNFOR'ING REINFORCING WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) INCHES INCHES 24 80.0 80.0 80.0 80.0 30 50.0 80.0 80.0 50.0 36 82 80.0 80.0 80.0 80.0 39 80.0 80.0 80.0 80.0 42 80.0 80.6 80.0 80.0 24 80.0 80.0 80.0 80.0 30 80.0 80.0 80.0 80.0 36 84 80.0 80.0 80.0 80.0 39 80.0 80.0 80.0 80.0 42 80.0 80.0 80.0 80.0 24 80 0 80.0 80.0 80.0 30 80.0 50.0 80.0 80.0 36 90 60.0 80.0 80.0 80.0 39 80.0 80.0 80.0 80.0 42 77.9 77.9 80.0 80.0 24 80.0 80.0 80.0 80.0 30 96 80.0 80.0 80.0 80.0 36 75.5 75.5 80.0 80.0 39 69.7 69.7 80.0 80.0 24 80.0 80.0 80.0 80.0 30 98 80.0 80.0 80.0 80.0 36 71.0 71.0 80.0 80.0 39 65.5 65.5 80.0 80.0 REINFORCING - AS REOD. SEE CHART EXT. SIDELITE FRAME WIDTH DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITY SEE SHEET 3. FOR SIDELITE MULLION CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. 39 1/16" MAX. 77 7/8' 39 1/16" MAX. SIDELITE WIDTH DOOR FRAME -WIDTH SIDELITE WIDTH 76" MAX. 13 1/2• DOOR -OPNG.-WIDTH MAX. 3" HEAD HEAD & SILL ANCHORS . SILL AT STILE & MULLION ENDS 3 1/2' 11AX. (4) AT 3O.C. HEAD/SILL G A CORNERS K F B B _ -. __ _ ___ x'.i w ° --- -_ k --- ii --- --_--_ I ----_- ___ J If 7T - A 11 SURFACE APPLIED H FALSE MUNTINS OR 34 1/4' DECORATIVE GRILL MAY BE USED O.L. OPG. C 28 1/4" _.28.1/4. D.L. OPG.- D.L.-OPG. 38 9/16' LEAF WIDTH TYPICAL ELEVATION ( O-XX-0 ) • • • • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • •0. • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � mW 34 1/4' ,i iz D.L. OPG. a n 0 W I Z m 0 h • 3 n Z�Z N 00`oi�l 0WNu � Or �M � 7 M c,0 o DCI�H 0�E� m �zq N LL zNLL 0 Qw�g� d Ci m o I 0 0 o � O � Z �- C) LO N 7 0V);N O a r O 00 o o vNi3�`" w COO WJ M w K N Li J 2 m m r a a U d" Z 21 0 0 Tr `1t1� I11IItffj/ _ N0.70692 _ 9 F drawingno.no. '77;,i0NALt,,\\ 18-36F FL #26942 sheet 4 of 10 SEALED 4/18/18 5/8" MIN. TYPICAL ANCHORS THROW BOLT EDGE DIST. SEE ELEVATIONS PENETRATION `" - FOR SPACING •'^- UW(� rI7- Q a N O ay B .1 2 PROPERLY SECURED I 2BY WOOD BUCK EDGE DIST IBY WOOD BUCK OR _._ 1 WOOD STRUCTURE SEE NOTE SHEET 1 •° � EDGE DIST 4 L a II TYPICAL ANCHOR m TYPICAL ANCHORS^ SEE ELEVATIONS --SEE ELEVATIONS FOR SPACING FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING W1 = 1/4" X 2" LONG WEEP SLOTS AT 1/4" DIA. ULTRACON BY 'ELCO' (Fuw177 KSI, Fy-155 KSI) 8" AND 31" FROM EACH END INTO 2BY WOOD BUCKS OR WOOD STRUCTURES W2 = 1/4" X 2" LONG WEEP SLOTS AT 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) S" AND 31" FROM EACH END POURED & HARDENED HICH STRENGTH GROUT .._._. f'c = 5000 PSI MIN. NOT BY GLASS Wt MUST TRANSFER SHEAR AN 9 23 2' LOADS TO STRUCTURE ` - 1 LOAD BEARING ' ' 22 "` (SOLID SHIMS OPTIONAL TO GROUT) W7� .........:. .. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING THRU 16Y BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN, EMBED INTO GROUT -FILLED BLOCKS (JAMBS) 1 /4" DIA. TEKS __aELF-DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN, TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • • • LF�IT�AL� ED1;E DISTAN(� • • • • INT1O•CONMPETE•AND SNOCIKS s 2-1/2" MIN. • • INT�!O:WO:D %TjCT:IRE: ) e " MIN. • • INT4•METAR•STRU4TUR6r =•3/4"•4IN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. • • • C-90 HOLLOW/%" BLOC% j*JAM.Bfm - 2000 PSI MIN. • • • • • • • • • • • • • • • • • • • • • • • • • METAL EDGE DIST. STRUCTURE 1 U0 m z m W 3 O L' 0 O o,U ICL N� m WW � F 0t"q V '5 L ^H,I - TYPICAL ANCHORS -- SEE EI EVA71ONS a .0K M g Q a FOR SPACING Q -a O Q 4 N _ _ _ ____ ___ jl F.B.C. APPROVED _______ 11 I I CLIPPED MULLION !I j SEE SEPARATE APPROVAL j J O m Q k' Q w M SE�f I 7i K Z ro O o O 013 z'n TYPICAL ANCHORS N Z SEE ELEVATIONS FOR SPACINGcr o 4 �w z'o�Mn M m D , O N J M Z � lYJ o O J Off eomk DOOR DETAILS ._ ....._... _.. 0 v o 0 0 3 11i1Tflll7, 0 0 ,`AAI1U No. 70592 o n F RoRSDa.• ` drawing no. 18-36F FL #26942 ll i NA 111111 %\\� sheet 5 of 10 • • • • • • • JtALLU 411 pll l5 • • • • • • • • • • • • 490 0 0 6 ••• 0 • V �4ft w 1/4' MAX. 1/4" MAX. 1/4" MAX. _ / (/� SHIM SHIM SHIM m 3 0iffy 2BY q % TYPICAL ANCHORS _..... 1 SEE ELEV.13... r .... WOOD BUCK ._ WOOD WOOD O FOR SPACING 3� ACTIVE LEAF - _ . -_.. _ ���� SEE NOTE SHEET 1 J CW� LL TYPICAL ANCHORS w SEE ELEV. FOR SPACING w ay ru ¢ w oe pl yyZ01 EXT. — :� Z el T 6Ar ISA EXTERIOR -� •-' °167 .237 o. TYPICAL ANCHORS 10./ 11 - SEE ELEV. '45, fT— --^�- J ` FOR SPACING METAL STRUCTURE SEE SPEC SHEET 5 LEAF WIDTH LOCKS �V m SEE SHEET 8 Z °°.. SINGLE DOOR FRAME WIDTH FOR DESCRIPTION ' O � Z o 0 O n Z TYPICAL ANCHORS 1/4" MAX' -SEE ELEV. W 1/SHIM MAX.. 3, �D� SHIMS FOR SPACING j ;O M a S 8�- TYPICAL ANCHORS p co J of SEE ELEV _ FOR SPACING I .ACTIVE LEAF _ _ INACTIVE LEAK ,.w,._....,�,_.....�..r LJ .. - �N., w _ h 1 BA v EXi. EXTERIOR -' -"' " a a., 10�23, ' U D. L.O. LEAF WIDTH • • • • • • • • • DOOR DETAILS mo!o _....._ ._._... __.__. __ ___. _.._ _. __. .. • • ! • • • • • • v • ...._i • Iy1F_jN10Tljll......•_._..! • 4 _ _ . • • • • ! • • • ! V�111t Il IT��/ Ivy DOUBLE DOOR FRAME WIDTH •• •!• ••.. • -• • •• __. _.._. _ \\ /i . 0 0 • ••• e o • ••! ••• ••• — No•70592 • • • . • • • • . • �O ST E drowirg no ... 1D^ 18-36F FL #26942%;;�;�'A,,�\\, sheet g of 10ves ••• • • • ••• • • TYPICAL ANCHORS SEE ELEVATIONS EDGE DIST FOR SPACING • -�� �1 d Ill oJi I^ PROPERLY SECURED t 6ti O EDGE DIST. 1BY WOOD BUCK 20RY WOOD BUCK w ... ._ WOOD STRUCTURE 12 SEE NOTE SHEET 1 '-METAL 7 STRUCTURE EDGE DIST. _ EDGE DIST I Z F m qpn O Z p lV o xq N U Ir______ ___ ____ _li W 7 t�jl � . 11 F.B.C. APPROVED 1 p LL II CUPPED MULLION II 0 t SEE SEPARATE APPROVAL I I0I,, H ti �I II V p W M TYPICAL ANCHORS €I TYPICAL ANCHORS TYPICAL ANCHORS Imo__�.,------_-_-_�I d ¢ K m g SEE ELEVATIONS - SEE ELEVATIONS ( SEE ELEVATIONS Capp d FOR SPACING FOR SPACING - FOR SPACING �I C d t I 1 W '�ytllp N L 1 J Zlrp�lQ J TYPICAL ANCHORS Q w a E SEE ELEVATIONS i FOR SPACING C U N / �f ,� K �._.._1Zll._� Z 1 4' MAX. �% �12 X 1-1/2" TEKS OR a N SHIM. .` -. SELF DRILLING SCREWS ''I,a, 7 6: 6 21, AT 3-1/2- FROM ENDS z a o • ,? AND 12" O.C. MAX. Z 1 w C)01) w Ll TYPICAL ANCHORS • Qa of 3 _ SEE ELEY. ------'^----�"�' FOR SPACING o,,. p � "..° L Fr EXTERIOR m ;a• `" 21; D.L. OPG I4 LEAF WIDTH ----- SIDELITE FRAME WIDTH DOOR FRAME WIDTH --__M_AX. FRAME WIDTH ..._ __.. .... c `I POURED h HARDENED TYPICAL ANCHORS U HIGH STRENGTH GROUT 1BY n -Ys- SEE ELEV. - 1 4" MAX. WOOD BUCK N = 5000 PSI MIN. FOR SPACING / - `u NOT 8Y MR GLASS �� SHIM-- 1/4" MAX. 1/4" MAX. m MUST TRANSFER SHEAR --__— SHIM -- SHIM- w LOADS TO STRUCTURE TYPICAL ANCHORS �+ 26Y WOOD BUCK .o LOAD BEARING OR • lYPIC,(y, CHQ IRS SEE ELEV. SPACING (SOLID SHIMS WOOD STRUCTURE • _'S EE�EV• •FOR SPACING 2 OPTIONAL TO GROUT) SEE NOTE SHEET r ' • FORPACI�c• 0 • • SIDELITE DETAILS 2 o r • •• • • • ••• •"-" -- .mom 57 ♦ - - _. _ .. _... • • • �,,,, pia'• • • i • No. 70592 c a._ , : • • o iimp • w" -if ° EDGE DIST. ,_ Ems• • • • • • • • • EXF • • • ,® ST drawing no. _. TYPICAL ANCHORS • • �i •'+ 107` a��� 18-36F i i' - SEE ELEVATIONS i i°E �� FOR SPACING i �A" �'•, FL #26942 ��rlflll111l�'" sheet 7 of10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LOCKS: OPTION #1_ 3 POINT LOCK ASSEMBLY DLO1-6065 BY 'INTERLOCK USA INC.' (1) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. BOLTS WITH 5/8" THROW (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTTOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM INACTIVE LEAF: 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. BOLTS WITH 5/8" THROW AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM DOOR HANDLES: SURFACE MOUNT METALUC HANDLES AT 42-1/2" FROM BOTTOM FASTENED TO ACTIVE AND INACTIVE LEAF LOCK STILES WITH (2) 1/4-20 X 1-13/16" CONE HEAD MS (4) 1/4-20 X 5/16" SET SCREWS OPTION_#2: SURFACE BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12" AND 68" FROM BOTTOM FASTENED TO LOCK STILE WITH #8 X 3/4" FH SMS (2) SCREWS PER BOLT INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 28" FROM TOP AND 12" FROM BOTTOM FASTENED TO LOCK STILE WITH #8 X 3/4" FH SMS (2) PER BOLT HINGES: 7-1/2" LONG ALUMINUM BUTT HINGES BY 'SULLIVAN & ASSOC. AT 8" FROM TOP AND BOTTOM AND ONE AT MIDSPAN OF LEAF FASTENED TO FRAME WITH (6) #10 X 3/4" FH SELF DRILLING SCREWS FASTENED TO LEAF WITH (5) #10 X 3/4" PH SELF DRILLING SCREWS SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SIUCONE. 1 E3008 AS RE00. 'DOOR FRAME HEAD/SILL 8063 T6 2 E1018 AS READ. FRAME COVER 6063 T6 3 E3006 AS REOD. 'DOOR FRAME JAMB 60637T6 4 E3011 AS REOD. SIDELITE TOP & BOTTOM FRAME 6063-T6 5 E3007 AS REQD. SIDELITE JAMB FEMALE 6063-TS ! - 6 1 E3009 AS READ. SIDELITE JAMB MALE 6063 T6 - 7 E3010 AS REOD. SIDELITE SLIP ON JAMB 6063-T6 - 8 E3001 AS REQD :LEAF TOP & BOTTOM RAIL 6063-T6 _- 9 E3005 LAS REGD. LEAF W'STRIP ADAPTER - 6063-T6 10 E3002 AS REGO. HINGE STILE 6063-T6 - 11 E3003 AS REQD. LOCK STILE 6063-T6 - 12 E3004 AS REGO ASTRAGAL STILE 6063 T6 13 E3014 AS REGD. SNAP COVER 6063-T5 _ - 14 E3013 1 SIDELITE MULUON REINFORCING 6063 T6 - 15 E3015 AS REQD. SHEAR BLOCK 6063-T6 3" LONG 16 E3016 REGD. 'SHEAR BLOCK NUT 6063-T6 3" LONG 16A E3016 ,AS 2/ HINGE HINGE BACK-UP PLATE 6063 T6 ,8-1/2" LONG O FRAME, 4-3/4" LONG O LEAF 17 E9001 _ AS REGD. IGLAZINC BEAD (LAM. GLASS) 6063-T6 '- 17A E9002 AS REGD. GLAZING BEAD (INSUL LAM. GLASS) 6063-TB '- `- 18 E3012 AS REGD. INTERMEDIATE HORIZONTAL 6063-T6 19 G30-01 AS REQD. INTERIOR GLAZING SPACER SANTOPRENE DUROMETER 70±5 SHORE A 20 G10-04 I AS REGD. EXTERIOR GLAZING GASKET SANTOPRENE DUROME7ER 70±5 SHORE A 21 G30-02 AS REGD. DOUBLE FIN AIR SEAL W'STRIPPING SANTOPRENE DUROMETER 7035 SHORE A 22 W71325NK AS REGD. PILE W'STRIPPING WOOL ULTRAFAB 23 ( G10-05 AS REQD. BULB W'STRIPPING i SANTOPRENE EPDM 24 - 2/ LITE SETTING BLOCK, 1/8" X 1" X 4" LONG EPDM AT 6" FROM EACH END, OUROMETER 80±5 25_ F107 �.3/ LEAF ,BUTT HINGES I ALUMINUM SULLIVAN & ASSOC 25A #10 X 3/4" - HINGE INSTALLATION FASTENERS ST. STEEL � FH SMS 26. I #12 X 1-1/2" a.AS REQD. FRAME ASSEMBLY SCREWS ST. STEEL HWH SMS 27 3/8 X 1" AS REGD. SHEAR BLOCK FASTENERS ST. STEEL HEX SOCKET HEAD SCREWS 28 #12 X 1-1/2" � AS REGD. !SHEAR BLOCK FASTENERS ST. STEEL :HWH SMS •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • .•• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • c 0 U u Ir . c y b ls;' '1?CEl N a No. 70592 OF drawing no. 0 .`;• oR1of.•°'�,� ��'ii 18-36F /�i � ��• N Ai FL #26942 sheet $ of jp ^' 1.H30 .... j�-2.012 -ryp .230� �- !' � 1.073 .950 1 0173 'ZRY4 cp 1.589 .090 ,.��.. 1 .812 '=U 1- � 1 TMP 1 4.750 _" Z z I" 3.1.25 .538 .633 Q f n .115 3.800 �Op`o. 1. �� GLAZING BEAD nA GLAZING BEAD aN LAM. GLASS INSUL LAM. GLASS p u, 1 DOOR FRAME HEAD/SILL 0 t ° m .080 (} 4.000 _." .._._.._ _ 1.813 TYP. 148 d M '133 ' a LEAF TOP/BOTTOM RAIL �n �T _ o -��7P 4.7501.1.638 ti W N 589 .080 TYP. e LEAF W�STRIP ADAPTER Q W 1Pf - T_ .080 ---. T. 1.813 J 5,750 i -.. 1.813-u rr ; .098 g Z F=--3.800 ._ 080 i a io HINGE STILE rrP 3. -- - 5.598 - 2.100 ( 4.000 p :... .. v 1.813 �1� �U '� �` i �.241 Z N rr.,' 2.241,E _ .055 I� < m r1 SIDELITE TOP & BOTTOM FRAME - .840L o o o N3L ^r .080 TYP. - � ,.., z 736� a INTERMEDIATE HORIZONTAL z FRAME COVER o if LOCK STILE N o N i�cow w. 5- �a0M.. .598 .851 .063 -9, 1.297 2.241 1.633 � , .897 1.813 t3 SNAP COVER ;.. ... � __...: 1�1soH�l ;•oa, C 3.800-- - - °- psi SHEAR BLOCK NUT 2.027 12 ASTRAGAL STILE \ 1 HINGE BACK-UP PLATE s SHEAR BLOCK 1.713 ---2.524 -- • ••• • • • • • •• • • • 9 • • • • 480 - 2 - f1Fa.o2o.100 _. _.71P.1252.180 4.020 4.020 4.020 1.780 3.605 .i • • • • too • -�---d 40. 70592 06081 0 • • • • • • • • 1.151 a g ,_....... _._. _- • • • • • • - �� S •� ` drawing no 1.250 ''•.. GRID?'. •'p-�, �• 1.02s -- 1.484 � �L . 18-36F -..... 3 DOOR FRAME JAMB 5 SIDELITE JAMB FEMALE s SIDELITE JAMB MALE 7 SIDELITE JAMB COVER 14 SIDELITE REINFORCING FL #26942 �7U nrsl 1t1 , sheet 9 of 10j • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME CORNER • • • • • • • • • • • • . . . • • • . • . • • .• .. • . • .• •• V.0 w 26 E' W 0 ZZ Ls rA U L 0 8 R V'o» Cf¢O¢�P7 g 0 0 .5 N O QWLLq' az g Q�7mg� -- 0:Z — o o oii3 e 0 ^ Z p o 4 0• <n�� ¢'0-1m � o Z } n N com r C 0 U N fl E C N 0-6 � N� \�'111flflf/7�,� O >do.7M o n o. F = '•...R' drawing no. 18-36F FL #26942 ' ,�;�" �`sheet 10 r 0 BCIS Home Log In , User Registration Hot Topics Submit Surcharge Stats &Facts Publications { Contact Us i BCIS Site Map � Links ( Search bProduct Approval USER: Public User VAL- I r Product Approval Menu > Product or Application Search > Application List > Application Detail u FL # FL26351 Application Type New Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Authorized Signature Yiping Wang •`•'•• •+••+• mcy@mcyengineering.com �•+ • + Y • • • Technical Representative Augusto Arias •+� ass + • • Address/Phone/Email 8120 NW 84th St "• • • • Medley, FL33166 •rsrs+ i•r •• + • (305) 470-8284 • • + • • • ♦ • • • • • aarias@mrglasswindows.com •••s•• ••• • •++•• i i • • • Quality Assurance Representative • • • • • • • ` Address/Phone/Email • • + • • • • • • • ••s•ss Category Windows • • • • s • • • + • • 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 the Yiping Wang Evaluation Report Florida License PE-55983 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Sifu Zhou, P.E. , Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL26351 RO COI Certificate of Independence SS.pdf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 02/14/2018 02/26/2018 02/26/2018 04/10/2018 FL # ! Model, Number or Name 26351.1 Series MRG-400 Fixed Window - Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +52/-100 Other: Description Series MRG-400 Fixed Window - Large Missile Impact ' Installation Instructions FL26351 RO II MRG-400 FA DRWS 02.20 SS.Ddf Verified By: Yiping Wang FL#55983 Created by Independent Third Party: Yes Evaluation Reports FL26351 RO AE Evaluation Report SS.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer, goo _yyht 2007-2013 State of Florida.:: Privacy atatement :: Accessibility, Statement ::4tefund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to *''ub- li % rds requit, do not send eleANI • • • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact SScj� .1 S. *PursVgt to Vction 455.275(1) • Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address ifathey havepne. The emails • provided may be used for official communication with the licensee. However email addresses are public record. If you dowrt•Isb to supply • pers•n•I address, Omits • • provide the Department with an email address which can be made available to the public. To determine if you are a licensee u*er Chapter 455, F.S., please click here . Product Approval Accepts: ""•' ' !�• • • hack ••!• •f • ! • Credit Card ..' ..' ' . ; ...... Safe • U71 8501 SW 124th Ave. Ste. 205A MCY ENGINEERING, INC. MP30FL. 2i33183 (f L A/ l N(JT ('(;3 N ` I A ,"FA N 1 F: 305 279-6818 PRODUCT APPROVAL EVALUATION REPORT Product Manufacturer: Mr. Glass Doors and Windows 8120 NW 84TH ST Miami, FL 33166 Product Name/Model & Description: Series MRG-400 Fixed Window Fixed Window — large 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: 6th Edition Florida Building Code (2017), inclusive of all Supplements effective as of this r(U(V;:• ate. .. .. ...... . .. ...... Compliance Method: 61G20-3.005 (1)(d) — Evaluation Report from a licensed Profess"Engineer . Product Description: Product Approval Drawing #AD18-01, prepared by MCY Engineering, Inc, sigOcl and.... ...... ... . ..... sealed by Yiping Wang, P.E., is an integral part of this Evaluation Report. ...... ...... • . . Limitations Conditions o Use: � 0 0 • • This product has been evaluated for use inside and outside of the HVH4.(4Ch Velocity. . . Hurricane Zone) " ' • Impact Resistance: Large 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. 8501 SW 124th Ave. Ste. 205A MCY ENGINEERING, INC. Miami, 5 2 ii 0 g 7 t.i! AZINO 'ON'S1 l,,�T',= N F: 305 279-6818 Test Reports: Mandatory Tests (Tested in accordance with AAMA 501) Test Lab Report Number Test Report Date Test Standard & Description Fenestration Testing FTL-9147, signed 01/24/2017 TAS 201 (large missile impact) Lab. — Medley, FL and sealed by TAS 202 (uniform static test) TAS 203 (cyclic wind pressure loading) Idalmis Ortega, PE, ASTM E283 (air infiltration test) ASTM E331 (water infiltration test) FL #76905 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. •• • W�=i �w i .•rC+ . Q Na sic: /7/ *•1 •••••• FEBRUAFiY 9TH, 2018 • • • 2 Nk— 8501 SW 124th Ave. Ste. 205A Miami, FL. 33183 MCY ENGINEERING, INC. P: 305 271-0117 t.l i'1 E x t"(3 St-1.`I'.h \ l F: 305 279-6818 February 9, 2018 Product Approval Administrator Codes & Standards Section Florida Department of Business and Professional Regulation 2601 Blair Stone Road Tallahassee, FL 32399 Ref: Series MRG-400 Fixed Window — L.M.I. Certificate of Independence Dear Sirs, As the structural design engineer retained by Mr. Glass Doors and Windows on the •.•.•• �••�:• product referenced above, I do hereby declare that I do not have and willlZ04ve aj% ...... . .. ...... financial interest in any company manufacturing or distributing the abover6&anced • product, nor do I have or will have any financial interest with any other entitllnvolvej in • • • ••.. the approval of the and also that my company is not owned, 5perated, process product . . . . or controlled by Mr. Glass Doors and Windows in any way. •••••• ...... . . ••.••• • MR. GLA55 DOORS AND WINDOWS, INC. 5ERI E5 M RG-400 FIXED WINDOW LARGE * SMALL M1551LE IMPACT DRAWING5 INDEX SHEET TITLE CONTENT REV. DATE 01 COVER GENERAL NOTES AND INSTRUCTIONS 02 El WINDOW ELEVATION 03 G I GLA55 CAPACITY CHARTS 04 DI WINDOW DETAILS 05 A I ANCHOR OPTIONS OG A2 ANCHOR OPTIONS 07 BOM BILL OF MATERIALS 08 ISO ASSEMBLE DRAWINGS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE GTH EDITION FLORIDA BUILDING CODE (201 7) INCLUDING HIGH VELOCITY HURRICANE 20NE (HVHZ). WINDOWS RATED FOR LARGE MISSILE IMPACT. IMPACT SHUTTERS ARE NOT REQUIRED. INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP I: DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE U51NG APPLICABLE A5CE 7- 10 STANDARD BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT. STEP 2: SEE SHEET G I FOR GLA55 OPTIONS AND CHART FOR APPROVED THESE WINDOWS ARE APPROVED FOR AIR AND WATER INFILTRATION. LOAD OF DESIRED FRAME 51ZE WITH GLA55 OPTIONS. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHOR EMBEDMENT TO STEP 3: APPROVED ANCHOR OPTIONS SHEETS A I b A2. BASE MATERIAL SHALL BE BEYOND WALL DRE551NG OR STUCCO. ANCHOR SPACING SEE SHEET E 1. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS STEP 4: THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPROVAL. APPLY TO ENTIRE SYSTEM. MATERIALS INCLUDING, BUT NOT LIMITED TO, 5TEEUMETAL SCREWS THAT COME INTO • • • • • • • • • • • • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQU I REM ENT5 OF THE G-pl • • • • • • • • EDITION FLORIDA BUILDING CODE (201 7) SECTION AS APPLICABLE. • • •• • • • • • • • • METAL STRUCTURES NOT BY MR. GLA55 DOOR 4 WINDOWS, INK. TO BE DESIGNED TO • • • • • • • • • • ••• • • • • • • • • • • ABBREVIATIONS AND SYMBOLS SUPPORT THE LOAD5 IMPOSED BY THIS GLAZING SYSTEM AND TO TRANSFER SUCH LOADS TO D.L.O. - DAYLITE OPENING THE BUILDING MAIN STRUCTURE. F.H. - FRAME HEIGHT SECTION NUMBER F.W. - FRAME WIDTH c ULTIMATE LOAD OBTAINED FROM A5CE 7- 10, MULTIPLIED BY O.G SHALL BE LE55 TRAM 0* • • • • •: • V/ PWITH SHEET NUMBER EQUAL TO THE MAX. DE51GN LOAD IN THI5 DOCUMENT. THE DESIGN LOADS SHOWN I10*71t • • • • W/O • WITHOUT DOCUMENT ARE ALLOWABLE DE51GN LOADS. • • • • • • • • O.C. • - ON CENTER ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A F42 U Z �/j 00 uv.xnoxe«nen A-,x:Px , ,.x,nax noccxEx. e-rows E.ox i 3 LL 3 Oa Z e oocoxEx.. .„u:n cx.H: wnox 0 X Q xxoac� mcc,Ex, c-IIsu 'i o W oonaEc.s ' o- n_ anc s,wieEh� 001' z �EE EP.Eo. .-xnfx 5 w 0 xo, xE�xx N � i �Nk C aio v . AT * zas�miosne JASSHOY FLOP :�t��;♦`ADie-0 ( 1 ♦ I F$$Ip�+jp•�♦P♦ 1 OF 9 1�I_1:1'f�I111: �l�i E: FRAME WIDTH FRAME FRAME FRAME WIDTH i WIDTH WIDTH 1 7/544 1 /4" 1 7/8" �— D. L.O.W. A FALSE MUNTINS _ �I= L _ (SURFACE APPLIED) O O O 14" Di MAY BE U5ED _ D1 OPP. // Di FRAME FRAME FRAME U WIDTH WIDTH WIDTH L N C9 <? vco IL w L, v= O �0 � �w O—! ¢� SD- ��oC w = O z° 6 Q FRAME FRAME WIDTH WIDTHDI _ tu oC w oL w w = w = — 6:1 14" MAX. FIXED WINDOW ELEVATION ALLOWABLE LOAD5 FOR ALTERNATE SHAPES A5 5HOWN (TEST 51ZE SHOWN) ABOVE OR SIMILAR CAN BE VERIFIED BY IN5CRI5ING PICTURE WINDOW 5HAPE WITHIN SQUARE OR RECTANGLE A5 5HOWN IN DOTTED LINE5 AND OBTAIN ALLOWABLE LOADS FROM TH05E 5HAPE5. • • • • • • • WIDTH OR LENGTH DIMENSIONS CAN BE ORIENTED • • • • • • • VRITCALLY OR HORIZONTALLY A5 5HOWN ABOVE. • • • • • •• • • • • ••• • • ••• • ••• ••• ••• • • •• • • • • • •• FIE • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • I° z El V P3 • Npc zasn E as qig ///�, • Bin 2018 DESIGN LOAD CAPACITY - P5P DE51GN LOAD CAPACITY - P5P (GLASS) (GLASS) FRAME SIZES GLA55 TYPE5 FRAME SIZES GLA55 TYPE5 = FRAME FRAME G 1 4 G I A G2 6 G2A WIDTH HEIGHT G 1 8 G I A I G2 S G2A WIDTH HEIGHT 36 65.0 100.0 26 1/2 65.0 100.0 42 65.0 100.0 37 26 G5.0 100.0 48 54 65.0 100.0 53 /8 65.0 100.0 54 58.0 69.0 19 I /8 65.0 100.0 60 58.0 89.0 2G I/2 65.0 100.0 30 65.0 100.0 37 38 3/8 65.0 100.0 3G G5.0 100.0 53 1/8 65.0 100.0 42 65.0 100.0 19 1/8 65.0 100.0 48 :.65.0 -<fb00.0 2G 1/2 65.0rN 50 5/8 54 55.0 89.0 37 65.0 _ _ 60 52.0 80.0 53 I/8 G2.0 30 65.0 100.0 19 1/8 65.0 100.0 _ 36 65.0 100.0 26 112 65.0 100.0 _ 42 65.0 100.0 37 63 G5.0 100.0 Z6 65.0 100;0 53.0 90.0 58.0 89.0 65.0 100.0 GO 52.0 50.0 L-311 76 65.0 100.0 65.0 100.0 65.0 100.0 65.0 100.0 A45 72 65.0 100.0 65.0 100.0 55.0 89.0 30 65.0 100.0 3G 65.0 100.0 42 78 65.0 100.0 __ 48 65.0 100.0 30 65.0 100.0 36 65.0 100.0 42 84 65.0 100.0 48 65.0 100.0 30 65.0 100.0 36 90 65.0 100.0 42 65.0 100.0 30 65.0 100.0 3G 96 65.0 100.0 42 65.0 100.0 30 65.0 100.0 3G 02 65.0 100.0 30 65.0 100.0 36 108 65.0 100.0 30 114 1 65.0 1 100.0 3/ 1 G" HEAT 5TREN'D GLA55 3/ I G" HEAT 5TREN'D GLA55 0.090"PV5INTERLAYER 0.090"SENTRYGLASINTERLAYER - BY'KURARAY AMERICA, INC.' 5Y'KURARAY AMERICA, INC.' U 3/ 1 G" HEAT 5TREN'D GLASS 3/1 / 6" HEAT 5TREN'D GLA55 i - / 0 r I ' In ,' - n ' W N � � \ � W 0 _ Z U -, C7 0 0 9 9 m z 10 GLA55 TYPE 'G I' 10 GLA55 TYPE 'G2' 0 7/ I G" NOMINAL OVERALL 7/ 1 G" NOMINAL OVERALL _ 1/4" AIR SPACE 3/ 1 G" HEAT 5TKEN'D GLA55 1 /4" AIR SPACE r3/ 1 G' HEAT 5TREN'D GLA55 / 0.090"PVBINTERLAYER / 0.090" 5ENTRYGLA5INTERLA R I/8"TEMP. GLASS 1 I/8"TEMP. GLA55 I// O BY'KURARAYAMERICA, INC.' BY'KURARAYAMERICA, INC.' z 3/ I G" HEAT 5TREN'D GLA55 ai 3/ I G" HEAT 5TUN'D GLA55 m H / ALUMINUM SPACER j 3 L / ALUMINUM SPACER 1 3 g Z m m ' Z LL 1 OZ ¢� 9 9 03 GLA55 TYPE 'G I A. 12 GLA55 TYPE 'G2A' 12 W 13/ 1 G" NOMINAL OVERALL 13/ 1 G" NOMINAL OVERALL f •• ••• •• • • • •• • ••• • ••• ••• e••NOTE: • • • ! • • • GLA55 COMPLIES WITH A5TM E 1 300-09 i • • • • • • • ! • • • • (3 SEC. GUSTS). • • • • • • • • • • G[ • • • • • • • • • • I ,,DA �IC R TRAtp Nj, 83 ozusne NO 28677 AS SMOV,M F .w AKII,i KIM.' MIN. EDGE D15T. ,NCRETE = 3000 Psi MIN. TYE. ANCHOR, FOR ANCHOR OPTION 5EE SHEET A I * A2 WOOD BUCK 6 A DETAIL 2 DI 2 1 p 7 B DETAIL � DI n 4 CONCRETE f'c = 3k5i MIN. \ z z CONCRETE g� N f'c = 3000 F TYP. ANCHOR. • • • s • • �11N. MIN. FOR ANCHOR ION SEE 5 • • • • • EDGE DI5T. E GE DIST. 5HEET A I d A 10 }}� N5ULATED I•A I6NXT •GLA55 540M • • • • • • CONCRETE 5U55TRATE SHOWN. FOR GLA55 TYPES ARE INTERCHANGEABLE• • • OTHER OPTIONS 5EE 5HEET A I OR A2. 5EE PAGE G� •PQR G�INt r,PTION:. • • • • • • • • • • • • • TYP. ANCHOR. FOR ANCHOR OPTION 5EE 5HEET A 13 A2 B OPTION 11 v� DI F Z 2 F zU) W N W 0 Z NU UJ UJ a U � z Z vi O o �d z 3 Zti a as XNwLL B LUSH ADAPTOR o Q D OPTION 'T 0 F F N N 3 w gz w C� 54 N � NQ C4^. 28�677 E�nie-oi 2018 fll4"OMA D BUCK TYP. ANCHOR. _ SEE SHEET A I - 1 /4" MAX. 7/6" 1 1 7/8" X. 1 7/8" 1 /4" MAX. SHIM SHIM SHIM 2 2 2 MIN. _ _ MI EMBEDME f 6 6 M D NT 6 U = 11 11 11 _ U 13 13 13 ? w S / / z< - w� zH z o w O F TYP. ANCHOR. w z T v m z o ' SEE SHEET A2 Z o w z w z Zy � O w Z _ W z m PLORIDA APPROVED OU p MULLION AND MULLION 2 11 8 4 �129 9 12 4 8 11 12 4 8 3 ANCHORS SEE SEPARATE -_ APPROVAL = 17/8" D.L.O. I 17/8" 17/8" / \ U Z F.W. TYP. ANCHOR. PLUSH ADAPTOR C ai FOR ANCHOR 7 DZ OPTION C DETAIL C OPP. OPTION p o D2 D2 SEE SHEET A 1 7/8" /4" MAX. Z " 1 3LL SHIM Z 2 °Zaz — / — TYP. ANCHOR. X N \ / 6 SEE SHEET A2 8 o MIN. 0 .11 EMBEDMENT w g= w �m 10 0 10 </ CJ z o (�}' ', • • • • u • •• • • O U o �\ �, s D2 •s •i i i i i i•oz •_ RIOA R 'A- It O* 02rofiliB , ca, \ p►6 c'AA. zesn , ,E AS SHOWN Of INSULATED LAMINATED GLA55 SHOWN. ••• •:• : ••: ••: • 1Q 4 8 3 C FLU5HADA'TOR �i� �, GLASS TYPES ARE INTERCHANGEABLE. • • • g AD18-ot SEE PAGE G I FOR GLAZING OPTIONS. • • • • • • • • • • D2 OPTION ,�:'•.,s OQ;,••'�!,`\ I �oFSS NP`.�` 5 OF e FEBO Y 20TH, 2018 • • • • • • • • • • EDGE D15T. CONCRETE fc = 3000 psi ANCHOR OPTIONS : TYP. ANCHOR TYP. ANCHOR SEE E I FOR 5EE E I FOR SPACING MIN. SPACING EDGE D15T. z ? z� �5 METAL 5TRU E MIN. EDGE C TYPE "A": 1/4" DIA. 'ELCO' ULTRACON (Fu= 177K51, Fy= 155K51) 1 1/2 " EMBED INTO WOOD (5G=0.55) \ WOOD BL TYPE "B": 114" DIA. 'ELCO' ULTRACON OR WOO 1 3/4" EMBED INTO fc'=3 K51 MIN. CONCRETE 5TR UI ORTHRU IX WOOD BUCK INTO CONCRETE W/ 1 3/4" EMBEDMENT INTO CONCRETE ; 1/4" DIA. 'ELCO' ULTRACON (Fu= 177K51, Fy= 1 55K51) 1 1/4" MIN. EMBED INTO HOLLOW BLOCK c 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) OR THRU I X WOOD BUCK INTO HOLLOW BLOCK OR GROUT FILLED BLOCK WITH 1 1/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) TYPE "C": # 14 SMS SCREW (Fu=74K51, Fy=57K51) INTO 1/6" MIN. THK ALUMINUM MEMBER (GOG3-T5 MIN.) # 14 TEK5 SCREW (Fu= 120 K51, Fy=92K51) INTO 1/6" MIN. THKSTEEL. ANCHOR EDGED DISTANCE: INTO CONCRETE * MASONRY= 1 1/2" MIN. INTO WOOD STRUCTURE = I" MIN. INTO METAL = 3/4" CONCRETE AT HEAD, SILL OR JAMB fc'=3000 PSI MIN. UNLESS SPECIFIED C-90 HOLLOW /FILLED BLOCK AT JAMB fm'=2000 P51 MIN. WOOD 5G=0.55 MIN. TYP. ANCHOR E I FOR ,LING I I I . lllI l IV' ,EE E I FOR ,PACING i= vN I I TYP. ANCHOR 5EE E I FOR MIN. SPACING EDGE D15T. CONCRETE f'c = 3000 psi IN, z 0 F.W. FLORIDA APPROVAL MULLION • • • Ste :EPf,FIT A0PFZ L • • 11 •.� ••: �•: *0,:Dl:T5.4ADTHEFRAME CONNECTION SEALED WITH 51LI ------------ � z z N W a z U - zz" u� TYP. ANCHOR SEE 2 -- ELEVATION FOR SPACING = — U z ji 3 ❑� o zm z 3LL z o zxtix Q X r LL �W �F Y O U) g N� m 0 F.W. • y (7m i • .GCASS WINDO:VS'AID DCI"J�, kZJ T SUSTAIN LOA[ • 4IMPO5ED BY GLAZING 5YST9M AND TRANSFER THEM •••TO14E �UOIN45TRUCTGRF• i. ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 7tf Al �4 : v RI�OA( RA 83ry� 01/0&te 'E Np L:I�N. 29677 -- = AS SRONTI Lu �i_ _ _.:�.• ARIA-OI FFRRUARY 20TH. 2018 TYP. ANCHOR Elf E I FOR PACING c� AN TYPE "A": 1/4" DIA. 'ELCO' ULTRACON (Fu= 177K51, Fy= 155KSI) 1 112 " EMBED INTO WOOD (5G=0.55) TYPE "B": 114" DIA. 'ELCO' ULTRACON 1 3/4" EMBED INTO fc'=3 K51 MIN. CONCRETE OR THRU I X WOOD BUCK INTO CONCRETE W/ 1 3/4" EMBEDMENT INTO CONCRETE 114" DIA. 'ELCO' ULTRACON (Fu= 1 77K51, Fy= 1 55KSI) 1 1/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) OR THRU I X WOOD BUCK INTO HOLLOW BLOCK OR GROUT FILLED BLOCK WITH 1 1/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) TYPE "C": # 14 5M5 SCREW (Fu=74K51, Fy=57K51) INTO 1/8'' MIN. THK ALUMINUM MEMBER (GOG3-T5 MIN.) # 14 TEKS SCREW (Fu= 120 KSI, Fy=92K51) INTO 1/8" MIN. THK STEEL. ANCHOR EDGED DISTANCE: INTO CONCRETE # MASONRY= 1 112" MIN. INTO WOOD STRUCTURE = I " MIN. INTO METAL = 3/4" CONCRETE AT HEAD , SILL OR JAMB fc'=3000 P51 MIN. UNLESS SPECIFIED C-90 HOLLOW /FILLED BLOCK AT JAMB fm'=2000 P51 MIN. WOOD 5G=0.55 MIN. TYP. ANCHOR Elf E I FOR PACING v� ORIDA APPROVED ULLION AND MULLION JCHORS SEE SEPARA TYP. ANCHOR 5EE E I FOR SPACING MIN, EDGE D15T. CONCRETE f'c = 3000 psi kFTYP.ANCHOR • • 000 ol •SEALANT] • • • • • :NL: JIIN:5:\Nr THE FRAME • •• • CCONNECiFCC SEALED WITH SILICONE. WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS WINDOWS AND DOORS, MUST SUSTAIN LOADS IN4PDX"BY GLAANO tW5TEM *ND•TfANSFER THEM :O:THE:BUILDINGtTRW�TURE •• • • •• • • • 0 • • •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP. ANCHOR SEE E i FOR - SPACING - I N2 rN o _ U = U z W N W Z ., Zz U 0 - f -_ U Z c0 3 o z z 3LL z Zap w aF LL LL 0rcn S Own 0 w N3 w g� w c� d .�.a ._ 2 Np aAr 2018 aD18 -0l 7 OF 9 2.848" 17 I.674" 0. ?13T4" in O w _ —11— O N cp Ln Ln� n m O p O p 1 2.786" 1 O— O 1.189" 1.721" FRAME HEAD, SILL * JAMBS PERIMETER COVER QI FLUSH FRAME ADAPTER GLASS STOP MGR-201 GOG3-TG 2 MRG-215 GOG3-TG 3 MGR-212 GOG3-TG 4 MGR-209 GOG3-TG 0.456" T Ln �9 O I .096" GLASS STOP MGR-210 GOG3-TG BILL OF MATERIALS ITEM PART DESCRIPTION MATERIAL MANUP. / REMARKS I MGR-201 FRAME HEAD GOG3-TG TECNOGLA55 2 MGR-21 5 PERIMETER COVER GOG3-TG TECNOGIA55 3 MGR-2 12 FLU511 ANCHOR ADAPTOR GOG3-TG TECNOGLA55 4 MGR-209 GLA55 STOP (INSULATED LAMINATED GLASS) GOG3-TG TECNOGLA55 5 MGR-2 10 GLA55 STOP (LAMINATED GLASS) GOG3-TG TECNOGLA55 G - 1/4" Hh TAPCON AS REQUIRED - 7 - 8-18 Pti Fti 55300 L= I " A55Y SCREW 5T/5T - 8 - 1 0- 1 G 5M5 PH PH L= I " 55300 5T/5T - 9 - BULB GASKET ULTRAFAB E201 VINYL 10 - SETTING BLOCK 311 G" THK X 1 /2" X I " SANTOPRENE - - I I DC975 DOW CORNING 795 SILICONE DOW 12 - 1/2" X 5/8" SETTING BLOCK LAMINATED GLA55 SANTOPRENE - 13 - GLA55 SPACER ALUMINUM TECNOGLA55 •• ••• • • • • • •• • •• • • • • ••• • • ••• • ••• ••• ••• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �gr� 1 I I • �cl%E. ��i PARTS v RIDA 8RA% T - o�I06/tB Np AN. zeern AS SHONM FEBRUARY 20TH, 2018 1 1 _ FRAME E201 44 Z zF. s-- N W z W Z o 2 z _ W U (8) #10 x 1/2"LG FH SMS S/S / -- 1 - ® MIG 3 0ZA z 3LL Z / o Qn X ALL CORNERS O-., / TO BE WELDED 0 F \(J�� (ELECTRODE ER4043) y W U'm f/1 • • a • 5CA6ANT• • . •• : ALI•SOI;Tg AID* l FRAME is -• CONRJEETIpN•9LM�LED WITH SILICONE. PLATE 1/8" x 1 1/4" x 6" CIRCULAR OR ANGULAR • RECT. OR SQUARE% N° zes» A55" WINDOW CONECTION : ;Of V�N(30W;tjkNER �� =a? AD18- -01 FEBRUARY 20TH, 2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •